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HomeMy WebLinkAbout1838 Merthie DrCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 0 Documented Construction Value: $ Job Address: � ?3-A- Historic District: Yes ❑ No ❑ Parcel ID: Zoning: Description of Work: Plan Review Contact Person:- Title: Phone: 35a . to-- 'VD .3 /Fax: E-mail: Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : Contractor Information Name �'tT '�� u c , Phone: Street: `�l� � Fax: TZ- Z City, State Zip: `�Pt'1Y�El �22State License No.: C- 4 212 Name: Street: City, St, Zip: Bonding Company: Address: Building Permit ❑ Square Footage: fit'& -2- No. No. of Dwelling Units: Electrical ❑ New Service - No. of AMPS: ineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Mechanical 0 (Duct layout required for new systems) Plumbino(_ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: _ L- _ rasa ssss ss® am R TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESI GN CRITERIA a = Z ._ 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). 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." CAST IN PLACE CONCRETE PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED 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 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO ANCHORS. OF 0.63 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION STEEL CONFORMING TO ASTM A-615 GRADE 40. FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH WITHIN THE 6". A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL OF BEAMS. DEAD LOAD. 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY CORNER BARS WITH A 2'-0P PROVIDED THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 6. MINIMUM LAP SPLICES ON" ALL REINFORCING BAR SPLICES SHALL BE 40 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION CODES: 2007 FLORIDA RESIDENTIAL BUILDING CODE WITH 2009 SUPPLEMENT, NFPA 70A-05 AND NATIONAL ELECTRICAL CODES (NEC 2008) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-05) SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-05) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-05) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2005 EDITION WOOD FRAMED CONSTRUCTION MANUAL, 2001 EDITION APA PLYWOOD DESIGN SPECIFICATION LIVE LOADS: ROOF 20 PSF (REDUCIBLE) RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF BALCONIES 60 PSF STAIRS 40 PSF LIGHT PARTITIONS (DEAD LOAD), U.N.O. 20 PSF w W d � � 4W J a ■� Z W 0 p Q N W y m o E � 0:UPON W N C LL a Q za co M S LLI p� triIL < g 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 11/2" 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 Copyright 2005 by keesee and associates, Inc 945 South Orange Blossom Trail, Apopka, 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE STRENGTH PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY 3000 PSI @ 28 DAYS (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND REINFORCING STEEL GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING Florida 32703. All rights reserved. The plans, elevations, drawings, illustrations, and other materials 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. PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR SCALE & OIL & SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT BE SUPPORTED ON PRE -CAST CONCRETE PADS, TOP REINFORCING SHALL BE STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FORkeesee & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REVIEW AND APPROVAL PRIOR TO FABRICATION. REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ALL REINFORCING BARS ASTM A61540 40,000 PSI ALL STIRRUPS AND TIES ASTM A615.40 40,000 PSI POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD 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 and associates, Inc. OPTIONAL: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP INDICATED ON THE DRAWINGS: DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND CONCRETE ASTM C90-03, STANDARD WEIGHT UNITS, fm=1500 PSI MASONRY MORTAR TYPE "S" 1800 PSI S N • C • e • n • C RADON GAS FIGS, WALLS, COLUMNS, BEAMS, SLABS: ALL TRUSS TO TRUSS HANGERS. 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 UNITS: CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION E STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O STEEL: SHOP AND FIELD WELDS: E70XX ELECTRODES B D® 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.L, Lr ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 PSI SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS COMPRESSIVE STRENGTH OF 1900 PSI ( f'm =1500 PSI) AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS THESE WALLS. 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. FIELD REPAIR NOTES 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 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. W/ 1/2" DIA. EPDXY ANCHORS WITH 6" EMBEDMENT. SIMPSON 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS STEPS. PROHIBITED. 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL A 32" LONG #5 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 WOOD CONSTRUCTION FROM THE HOLE BY BRUSHING AND AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NDS "NATIONAL DESIGN MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL SPECIFICATION FOR WOOD CONSTRUCTION", 2005 EDITION. WAY DURING BOND BEAM POUR. 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. MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING) END BRACING) SHALL EITHER SOUTHERN PINE, OR S.P.F. NUMBER 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE 2 GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/a" X 21/a" THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION TITENS TO MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. THAN 460 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 RAFTERS, JOIST, PLATES, ETC. U.N.O. 2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C D, EXTERIOR, or OSB (SPAN RATED 24/16) FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C C/GD EXTERIOR OR OSB VERSA LAM BEAM Fb = 2900 PSI (2.OE) WOOD COLS. PARALLAM 2.0E U.N.O. LOADS: SHINGLE ROOF: TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 7 PSF WOOD ROOF BOTTOM CHORD DEAD LOAD: 10 PSF TRUSSES: 37 PSF BOTTOM CHORD ATTIC LIVE LOAD: 10 PSF (NON -CONCURRENT) SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN 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 PQM W 2000 PSF VALUE: SEE SOILS REPORT AND SPECIFICA'Nap,(S FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTORHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) Fi e, Z M w x a - o rn w 3 z 3 N M m N i (n M Stow Lu Ln o 02 z F Z U i ° ° LL Q ° - n z W rn �' ° U o o o p o$ 2 ! W a 0) U a .. g ui H 6 a Q o g 6 R ° Cl) d' a coDESIGN 0a ;- o E z ia a Z z o , d W u, W m y & rl W o o 0 0 Z �' LU m a m UJy z00 Z d w o o x a C7 L° v m LL m o Z ° m v o LL w ui E: ; ° w �+ F W a LL c W U y W /� `' J� t �I rr'1��� Y I1�"'! 1 IO I `S A.B. Anchor Bolt Abv. Above A/C Air -Conditioner Adj. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.C. Base Cabinet B.F. Bifold Door Bk Sh Book Shelf Bm. Beam BOT. Bottom B.P. Bypass door Brg. Bearing Cir. Circle 1 Clg. Ceiling Col. Column Comp. A/C Compressor C.T. Ceramic Tile D Dryer Dec. Decorative Fir. Sys. Floor System F.PI. Fireplace p Ft. Foot / Feet Ftg. Footing FX Fixed Galy. Galvanized G.C. General Contractor G.F.I. Ground Fault InterrupterS.F. G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb Int. Interior K/Wall Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L.F. Linear R. L.T. Laundry Tub Mas. Masonry Max Maximum Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round R/SH Rod and Shelf SO. Smoke Detector Square R. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir A Sq. Square S.Y.P. Southern Yellow Pine ; , Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate Trans. Transom Window Typ. Typical jL g Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam UCL Under Cabinet Lighting U.N.O. Unless Noted otherwise VB Vanity Base Vert. Vertical V.L. Versalam SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. FASTENERS FOR PRESSURE PRESERVATIVE, TERMITE TREATED AND GALVANIZED STEEL STA STAINLESS STEELD, SILICON CON BRONZE OR COPPEROD SHALL BE OF . NO NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW, IF GIRDER TRUSS CONNECTIONS ARE MISSED CONTACT 2007 FLORIDA BUILDING CODE RESIDENTIAL SECTION R301.1 & R301.2 AND ASCE 7-05 D.S. Drawer Stack Mir. Mirror VTR Vent through Roof ENGINEER OF RECORD FOR SUBSTITUTION, D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way E.W. Electrical Elev. Elevation Ext. Exterior Exp. Expansion Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional op Piece Ped. Pedestal P.L. Parallam PLF Pounds per linear foot W Washer_ W/ with W/C water closet W.A. Wedge Anchor Wd Wood HIP Water Proof GUTTER REQUIREMENTS 1. WHEN SEPTIC FIELDS ARE LOCATED IN THE FRONT OF THE HOUSE, GUTTERS ARE REQUIRED TO DIRECT RUNOFF AWAY FROM LEACH FIELDS WILDING DATA . 1548 Seminola Blvd Ste 14 Casselberry, fl 32707-3648 WWW.habitatseminole.org MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES WIND LOADS BASED ON FBC, SECTION CHAPTER 16 & ASCE 7-05 WIND SPEED 110 MPH (3 SEC. GUST) WIND IMPORTANCE FACTOR - (Iw) = 1.0 CATEGORY II WIND EXPOSURE - "B" (FBC CHAPTER 16) INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED) F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fn. Mr. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass Mr. Floor Fdn. Foundation PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF- END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS FOR WINDOWS & DOORS SEE FLOOR PLAN FOR ACTUAL PRESSURES January 14, 2010 `' c �I REVISIONS IS IOI S 1 BASE PLAN REV. 07-00328 2 1-14-10 ATC KA/mk 3 4 GARAGE DOORS DATE DESCRIPTION BUILDING TYPE TYPE V -B SINGLE 8x7 +19.1 PSF/-21.6 PSF DOUBLE 16x7 +18.3 PSF / -20.4 PSF 5 05-29-09 2007 CODE UPDATE j� cj� �I�'`��/ SWEET1 `O• DRAWING SWEET INDEX `DEX 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, 1 STRUCTURAL NOTES Stop, and call the designer listed on this title page. If is the responsibility of the licensed professional 2 FOUNDATION PLAN that is constructing this project to fully review these documents before construction begins and any and 3 FLOOR PLAN all corrections if needed to be made, before any work is done 4A ELEVATIONS GABLE 5 ELECTRICAL PLAN 6 WATERPROOFING DETAIL ` www.habitatseminole ori E p N z o 1 0 - d Y � � m m m Fes- r- o E N E -0 o o d W .moi U Q wL: 2010-0062 D-1 DETAILS DETAILS D-2 ETA LS L-1 LINTEL PLAN$ TU It /VT � Sheet: Of: H 1 9 PLAN 1052 3BR STRUCTURAL NOTES rasa ssss ss® am R A" SLAB W.W.M. (VERIFY) F.F. MARK SIZE _�- •` + ,• .; �• = GRAVITY CAP. 8166] GRADE 20-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 ' • ' 'CONC. ••';;:,:,': 1'-0" 4 #5 E.W. BOT. 16" X 20" MONO REBARS EA. WAY r' 1'-0" -� -?'' FTG W/ 2 #5 F4.0 4'-0" X 4'-0" FOUND. PLAN REBAR CONT 16" PAD DETAILS MIN LAP 25" SINGLE STORY FTG PROVIDE 11/2" RECESS AT SGDEXTEND SLAB SEE FND. PLN FOR STEP DOWN HGT (TYP 4") F.F. PORCH FIN. FLR. --------------- 0 ------------ - N •.• •. 1/2" EXP. JOINT 16" 4 PORCH STEP DOWN CURB W/ 145 CONT. 8" 4" SLAB 0'0' F.F. • VARIES 2 # 5 REBAR 16" 2 SECTION @ GARAGE C.M.U. WALL SCALE: 1/2" = 1'0" F.F. 4" SLAB • ' •'• .i 2- #5 REBAR J. • •• 4 1'-0" 5 THICKENED EDGE BEARING SCALE: 1/2" = 1'0" POST & POST SIMPSON ABU66 w/ VARIES SEE (12) 16d NAILS TO POS FOUNDATION PLAN F.F. AND 5/8"x18" LONG A. . — - - - HOOK BELOW FTG. REI . 4 SLAB MARK SIZE DEPT REINFORCING GRAVITY CAP. 8166] �' • , •• • , •' 20-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 ' • ' 'CONC. PAD w/ 1'-0" 4 #5 E.W. BOT. • _ • •'�� REBARS EA. WAY r' 1'-0" -� -?'' PER INFO ON F4.0 4'-0" X 4'-0" FOUND. PLAN SEE FOUNDATION FOR IZE & REQUIREp REBARI 28000 PAD DETAILS (V�� NO SCALE PROVIDE 11/2" RECESS AT SGDEXTEND SLAB LOCATION 8" WIDE �1-1/2" BEYOND 6 #5 E.W. BOT. WALL FACE 0'0" FIN. FLR. :fir• `';• ••+,• • 1/2' EXP. JT. S.G.D. SILL DETAIL BEARING 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 s� •f c`'� s+' +J �� f '�+! i 'J PLAN 1 CONTROL JOINT DETAIL SCALE.1/2 –1-0 3 THICKENED EDGE SCALE: 1/2" = 1'0" EXTEND SLAB 1-1/2" BEYOND 16" X 20" MONO BLOCK FACE FTG W/ 3 #5 REBAR CONT F.F. MIN LAP 25" 777777-777- - 2- #5 REBAR— EXT EBAR EXT DOOR SILL SCALE: 1/2" = 1'0" 4" X 8" X 16" CMU TILE SILL BY z TILE CONTRACTOR a (RAISED OR FLUSH) cwn F.F. REINF. SEE • ,'; PLAN `--2 # 5 REBAR 8 ST;PD OWN NON"B G.SECTION @ SHOWER SCALE: 1/2" = 1'0" @)-- SCALE: N.T.S. 2 #5 BENT BARS W/ ,--#5 CONT REINF. MIN. 25" LAP SP IC SEE FND. FOR QUANTITY MIN. 8" OR • „ SE PLAN X 25" X 25" 16" MAX STEP TYI SEC. CORNER BAR ONE : FOR EA. HORIZ. 2 #5 CONT REBAR, TYP. U.N.O. SEE TY : - SEC. V :1611 01 2 #5 C0 TYP. CORNER BAR TYP. STEP FTG. DETAIL 1 PLAN DETAIL 1 SCALE: 1/2"=1'-0" SCALE:1/2"=1'-0" GENERAL FOUNDATION NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 N INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. O INDICATES FILLED CELL W/3000 PSI CONC. W/ (1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ EXT. TO TOP COURSE BELOW SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE FM18 ON SHEET D-1 FOR ADDITIONAL INFORMATION. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. TO SANITARY SEWER PLUMBING RISER N.T.S. NOTE: Licensed Plumber to verify and has the authority to change as needed to comply with the current code. TYP. 0 CORNERS 5'-0„ 28'-011 15'-4" 40'-0" VJ&Jil F-OOTINC3 SCHEDULE MARK SIZE DEPT REINFORCING GRAVITY CAP. 8166] F2.5 20-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-6" X 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" X 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" X 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 WINDOW I I WINDOW OPN'G --- '_--- ---------OPN_G ' ' 1 I I I I I � 15'-5" 12'-7" 1 12'-0" T W = z W Q Q� J P .� z Lo O A M o O LL f0 Q W 06 M En cd C 44 Q Copyright 2005 by keesee and associates, Inc 945 South Orange Blossom Trail, Apopka, Florida 32703. All rights reserved. The plans, elevations, drawings, illustrations, and other materials contained within this set are the property of keesee and associates, inc and may not be reproduced either in part or wholly in any manner without the express written permission of keesee and associates, Inc. N•C•B•D•C A 0 IT B De T, Wig^ VERIFY LOCATION Z N OF A/C COMP. oWo Ir - ,I HVAC ; IN FIELD W/BUILDER ¢Z Q 4 M 1H to _ _ _ �y� w Mdrn 11 CD I i Q 4 eA. ftb6'-4" Q80 0 N G� ¢ LUoiro �a§wo to AR W O o 8 � 01)czin Q ��= a N y W�U5 U LL 11: - OHO ; �. z�C7 LLIm� W � z 00O M 7 ' C.J. - I � W z W Z LL COQ J C 1 T(L5o-[L- zy. � 0 'aLLr W LLI V ' - GW •�U r `� H I I VERIFY ICF BLOCK SIZE WITH BUILDER WM rn 2N HOSE ' LV LL �o - 1 AND ADJUST AS NEEDED THIS PLAN iZ z 1 OQ W of BIBB �``_�� = 'n _-_-_-_- WAS DESIGNED FOR ICF 4" CORE WITH ;3 0 VERIFY LOCATION OF A/C COMP. Ir - ,I HVAC ; IN FIELD W/BUILDER Q 4 I0.04n**0* r- —JJ� CHASE _ _ _ N I i �Ti�`` 4 eA. ftb6'-4" %T I To "MWO, I 21'-8" ; 1 n ' C.J. - I � 1 � I - ' NOTICE TO PLUMBER: ' r `� I I VERIFY ICF BLOCK SIZE WITH BUILDER to HOSE ' LV - 1 AND ADJUST AS NEEDED THIS PLAN iZ z 1 OQ BIBB �``_�� = 'n _-_-_-_- WAS DESIGNED FOR ICF 4" CORE WITH ;3 0 m I Ilc, TUB/SHOWER I TOTAL WIDTH OF 9.25" i r-V.T.W 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org LJ' 015K W/o; d, I i I r , NY Y I OSE V ; I I LL Q i IBB 4 ' W/C60 I 1 _-J, (� ' ,LO 10 January 14, 2010 ry � WH I =� 1 --- ----------- -- ------- BASE PLAN REV. 07-00328-- — — — — — D 0 O N' 2 1-1410 ATC KA/mkg 3 - - - C.J.C — = - - - - - - : = 4 4" STP 4 -�- - - - I I = �D N 5 I FF.�,(// i 4 C.J. ' z zi' I - - - - 3 0 8'-2" 3'$" ' 10'-7" 3'-8" ' 1'-11" I � 8'-6" � ' 3'-6" ' Q BUILDER NOTICE: 01--7 3 ' DOUBLE Q ; 0 CLI O i _ ' Its is the intent of the designer that these plans @) I z SINK , I i are accurate and are clear enough for the licensed co = I , professional to construct this project. In the event JSON I = I 0 -1 w r — — — 1 'O it 1I I i ' that something Is unclear or needs clarification, N Qp Q O Ir 1 o o I ; I Stop, and call the designer listed on this title page. If Is the responsibility of the licensed I ti ui u a LU i ------------- -------- ------I 1 professional that is constructing this project to fully review these Z= , — W f- U WINDOW% C7 = oQ documents before construction begins and any and all corrections If needed to be made, before any z i r ap e -I work is done I I I Q U I ri � 13 ' - 6 r L- - - - - - - TYP. C.J. - - I - - ' -I L 17'-8" ' ; �I 6' 4" 4' O" 12' " I E O bu0 4 \X10 ' z O ' I i o O 1 � I \------------------------------------ --------' WINDOW I O 2 m m~ OP I I I i 00 W 1 � 3 I I I a) ei fn is N o y N z '- CD o E m N Q co E -- ---------- -------- I -------------'----------- a (q w U Q F&O F3.0 FSA 6'-0" 11'-0" 10'-9" 12'-3" 0 17'-0" 11'-0" 12'-0" Of: Sheet:01 10 TYP3N � 9 40'-0" 1=0UNDATION FLAN. FOUNDATION PLAN SCALE = 1/4 - 1'-0' 1/4" PL. GLS. MIRROR it O BACKSPLASH� x N pQ (V � N Q 3 oO 0 0 1 aar�+RooM 110 MPH OPENING PRESSURES ENCLOSED COLUMN SCHEDULE ® +21.8 / -23.6 ® +21.8 / -29.1 ARK COLUMN SIZE (BASE) CONN. t FASTENER UPLIFT(Lb) O O +20.8 / -27.2 CI a- (6) 16d TOENAILS 0 0 0 +19.5 / -21.3 0 +19.5 / -24.6 C2 (3) 2X4 #2 SPF LTT20B W/ 1/2" WEDGE ANCHOR & (10) 16d NAILS 1740 I 141 I Q SEE COVER Q SEE COVER G3 (3) 2X4 #2 SYP U 0 v _ - 3 oO 0 0 1 aar�+RooM 110 MPH OPENING PRESSURES ENCLOSED COLUMN SCHEDULE ® +21.8 / -23.6 ® +21.8 / -29.1 ARK COLUMN SIZE (BASE) CONN. t FASTENER UPLIFT(Lb) © +20.8 / -22.6 O +20.8 / -27.2 CI (3) 2X4 #2 SPF (6) 16d TOENAILS 0 W 0 +19.5 / -21.3 0 +19.5 / -24.6 C2 (3) 2X4 #2 SPF LTT20B W/ 1/2" WEDGE ANCHOR & (10) 16d NAILS 1740 I 141 I Q SEE COVER Q SEE COVER G3 (3) 2X4 #2 SYP (6) 16d TOENAILS 0 v BEAM SCHEDULE � (3) 2X4 #2 SYP LTT20B W/ 1/2" WEDGE ANCHOR* & (10) 16d NAILS 1740 F- MARK HEADER SIZE REMARKS G5 (2) 2X6 #2 SPF (6) 16d TOENAILS 0 �� M <e> (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE EnO C6 (2) 2X6 #2 SPF LTT20B W/ 1/2" WEDGE ANCHOR* & (10) 16d NAILS 1740 ,./ C� (2) 2X6 #2 SYP (6) 16d TOENAILS 0 I„I (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE 0 v a (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 HOST O ( 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 111/4 LVL 2.0E Fb=2950 CNECTISIMPSON LSTAVI E CONNECTION: PROVIDE (2) SIMPSON LSTA2 TO WOOD POST OR (2) SIMPSON T POST O ( CMU COL. HETACONNECTION: C12 3.5X5.25 P.L. 2.0E Fb=2900 WOLMANIZED IF EXT. PHD5-SDS3 W/ 5/8" ATR** & (14) 1/4"X3" SDS WOOD SCREWS 4685 M (2) -13/4" X 117/8 LVL 2.0E Fb=2950 CNECTISIMPSON LSTAVI E PROVIDE (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU COL. CI3 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 N G14 5.25X5.25 P.L. 2.0E Fb=2900 (WOLMANIZED IF EXT.) PHD6-SDS3 W/ 7/8" ATR*** & (18) 1/4"X3" SDS WOOD SCREWS 5860 *VERIFY W/ PLAN CORRECT LENGTH OF BEAMS REQUIRED OLU * 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 cQ N RANGE/HOOD O KITCHEN 40'-0" 28'-0" 12'-0" 10 5'-6" 15,-4" 7'-2" 25 SH O 25 SH O VERIFY LOCATION OF A/C COMP. IN FIELD W/BUILDER OP N REF. 4 io bo OP N v BO INTERIOR ELEVATIONS SCALE: 3/8" =1'-O" GENERAL NOTES: 1 "If water based ceiling texture material Is used, provide 3h" Gypsum board for 16" o.c. framing, or 5/8" Gypsum board for 24" o.c. framing. Note ori" 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 Jh" 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 1/24nch(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 -calling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. WALL LEGENC) 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" V W Z v � Igll I W Q E I VIII I �+ U MZ9 ' W yi BACKSPLASH J I 141 Q J I 141 I Lo Q I 141 I Q m I 141 I v Q I 141 I n U I ISI F- 8-10 1 INI I (h C? (Wii T f�:�,►w�—� N Q bo m oO �� Ng LL. REF. 4 io bo OP N v BO INTERIOR ELEVATIONS SCALE: 3/8" =1'-O" GENERAL NOTES: 1 "If water based ceiling texture material Is used, provide 3h" Gypsum board for 16" o.c. framing, or 5/8" Gypsum board for 24" o.c. framing. Note ori" 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 Jh" 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 1/24nch(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 -calling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. WALL LEGENC) 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" V W Z v � W Q E G MZ9 ' nIMIO N J Q ■� Lo 0 Z LLI o Q C O v W m m UoX� CO F- 8-10 M �N co O� 0 N Q o �� Ng LL. EnO 0 2.4 44 v Copyright 2005 by keesse and associates, Inc 945 South Orange Blossom Trail, Apopka, Florida 32703. All rights reserved. The plans, elevations, drawings, illustrations, and other materials contained within this set are the property of keesee and associates, Inc and may not be reproduced either in part or wholly in any manner without the express written permission of keesee and associates, Inc. B D N�' H ZZ Zoe F, d E MZ9 ' nIMIO N o p Lo 0 cc Wyv_°,o Uo s �' m m UoX� CO F- av M O f $ ~ z N Q o _ u. a 0 z oLL= N �o �� ,./ N E� V)a3 N Q Z Z m a°r�a 0 v a zaZo� w m�0 ZW(DW WZzW W Z yaD rpa ro C x LU (L F- 200 GSM Q OmO z W N i; U a inw .f)9U LU La °'Lf) ❑LL a o N OLU 1107101111 " 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 Ir . w Sheet: Of: C 3 9 FLOOR PLAN d E O ' O _ o p 0 cc s � m m CO F- o M a� .61 ` 14 U) Z O E N �o ,./ E� a !4 w v a Ir . w Sheet: Of: C 3 9 FLOOR PLAN GA5LE ROOF PLAN_ NTS 2'-0" OVERHANG CONNECTOR SCHEDULE ROOF FRAMING NOTES SIMPSON CONNECTOR TILE ROOFING SYSTEM (SIZE ARCH.) OVER MIN. 1/2" CDX (4 PLY) PLYWOOD MARK 11111 FASTENERS TYPE SPF SYP SHINGLE ROOFING SYSTEM (SIZE ARCH.) OVER MIN. 7/16" OSB ON FRAME PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. HETA16 W/ (9) -10d X 11/2" 1 1 ROOF SLOPE O HETA20 W/ (9) -10d X 11/2" TO CONCRETE 1810 1810 A TYP. U.N.O. HTU26 FRAME AJ L O O H2.5A W/ (10) - 8d NAILS TO 535 600 rl U M U FRAME HUS28 (0) Q� L HUS28 FRAME (0) D§ L CO H10 W/ (16) - 8d X 11/2" TO 850 990 HHUS46 (0) FRAME THD46 HHUS48 (0) D5 L FRAME HGUS26-2 (0) OD MTS12 W/ (14) -10d X 11/2" TO 860 1000 THDH28.2 HGUS210-2 FRAME E-1 L THDH210-2 HGUS28-3 MGT W/ (22) -10d NAILS & 5/8" FRAME THDH28-3 HGUS2103 O ATR W/ 5" EMBEDMENT TO 3140 3140 THDH612 W1 SIMPSON "SET" EPDXY CONCRETE THDH614 HGUS48 (0) EaJ L FRAME HGUS410 (0) O HTS -20 W/ (24) -10d X 11/2" TO 1245 1450 TF1416 LSU26 FRAME QJ L TMU26 LSSU28 HGT-2 W/ (16) -10d W/ FRAME LSSH28 SUL26 O 5" EMBED (2) 5/8" TO 6280 6280 a�IR DIA. BOLTS CONCRETE (0) CJ3 SKH210L SUR210 FRAME .`NR 'S✓�g O FGTR* W/ (18}SDS 1/4" X 3 TO 5000 5000 -(0)- �,LR CONCRETE SUL414 (0) .N U.N.O. . U (2) HETA16 / (2) HETA20 FRAME (0) O 1 PLY W/ (12)-10d X 11/2' TO 2035 2035 HUSC410 2 PLY W 14 16d X 11/2" CONCRETE 2500 2500 (0) PJ a FRAME THA422 (0) O (2) LGT-2 W/ (32}16d SINKERS TO 3700 4300 MSH4221F (14) 1/4" X 2 1/4" TITENS CONCRETE 4 L MSH426 THAC426 SIMPSON HU410 OR HUC410 BEAM ¢ O (MAX) W/ (18) 16d & (10) 10d TO 1810 NAILS BEAM C0 SIMPSON HU410 OR HUC410 BEAM A04 O W/ (18) TITEN :1/4"X1 3/4' TO 1085 & (10)10d NAILS CONCRETE 0� LO -V -V V -V -V f -V -V Symbol A TYP. U.N.O. HTU26 (0) AJ L O THA29 (0) BJ L MSH29 HUS26 rl U M U LO U HUS28 (0) Q� L HUS28 HHUS26-2 (0) D§ L THD26-2 U U DA L THD28-2 HHUS46 (0) D21 L THD46 HHUS48 (0) D5 L THD48 HGUS26-2 (0) E1J L THDH26-2 HGUS28-2 (0) E?l L THDH28.2 HGUS210-2 CJ 1 E-1 L THDH210-2 HGUS28-3 (0) EIJ L THDH28-3 HGUS2103 (0) E6 L THDH210-3 HGUS5.5/12 (0) EeJ L THDH612 HGUS5.5/14 (0) E?J L THDH614 HGUS48 (0) EaJ L THDH48 HGUS410 (0) E% L THDH410 MIT416 (0) FJ L TF1416 LSU26 (0) QJ L TMU26 LSSU28 (0) HJ L LSSH28 SUL26 (0) A SKH26L � (0) a�IR CJ3 SUL210 (0) CJ3 SKH210L SUR210 (0) .`NR 'S✓�g SUL410 (0) LLJe SKH410L SUR410 -(0)- �,LR ���j SUL414 (0) .N U.N.O. . U SKH414L SUR414 (0) C15 HUS48 (0) J5 HUS48 HUSC410 (0) N2LJ A0 THJA26 (0) PJ a HJHC26 THA422 (0) QN L A TYP. A02 U.N.O. THAC422 -(0) Q2LJ MSH4221F THA426 (0) 4 L MSH426 THAC426 -Z A03 R2L J ¢ A TYP. -Z U.N.O. C0 A04 1 ; 1 U U J1 a ��� J N A N 0 0 0 EJ 7 U U U CN o A CN A04A > O BEAM CONC A06 LL 00 0 00 6 A07 A A TYP. U.N.O. AO L AJ L AJ L B04 CJ5 r -I co � N A TYP. 0 FRONT `+ ENTRY FRAME ~ CJ3 co O M C9 d Cil E D-1 14 B02 N ,t T-1 M U7z .1 1301 U U U TYP.A BEAM L U.N.O. 17-0-0 TO CONC GAIBLE TRUSS LAYOUT. SCALE: 1/4"= 1'-0" Simpson Truss Hangers USP E uivilent Label (Qty.) Symbol Label HTU26 (0) AJ L O THA29 (0) BJ L MSH29 HUS26 (0) c5 L HUS26 HUS28 (0) Q� L HUS28 HHUS26-2 (0) D§ L THD26-2 HHUS28-2 (0) DA L THD28-2 HHUS46 (0) D21 L THD46 HHUS48 (0) D5 L THD48 HGUS26-2 (0) E1J L THDH26-2 HGUS28-2 (0) E?l L THDH28.2 HGUS210-2 (0) E-1 L THDH210-2 HGUS28-3 (0) EIJ L THDH28-3 HGUS2103 (0) E6 L THDH210-3 HGUS5.5/12 (0) EeJ L THDH612 HGUS5.5/14 (0) E?J L THDH614 HGUS48 (0) EaJ L THDH48 HGUS410 (0) E% L THDH410 MIT416 (0) FJ L TF1416 LSU26 (0) QJ L TMU26 LSSU28 (0) HJ L LSSH28 SUL26 (0) JLle SKH26L SUR26 (0) a�IR SKH26R SUL210 (0) KLJe SKH210L SUR210 (0) .`NR SKH210R SUL410 (0) LLJe SKH410L SUR410 -(0)- �,LR SKH41OR SUL414 (0) Mme SKH414L SUR414 (0) SKH414R HUS48 (0) NN HUS48 HUSC410 (0) N2LJ HUSC410 THJA26 (0) PJ a HJHC26 THA422 (0) QN L MSH422 THAC422 -(0) Q2LJ MSH4221F THA426 (0) 4 L MSH426 THAC426 (0) R2L J MSHC426 2X4 con . band Trusses held back i/f2"�� ® frame walls or 1' concrete walls. FLOOR TRUSS END DETAIL 6.0 pp - Plumb cut overhangs 3.0 12 V-4" ROOF TRUSS END DETAIL EXTERIOR NOTES GENERAL NOTES: ♦, R703.6 Exterior plaster. SOMEONEV LLIZ R703.6.1 Exterior use of portland cement plaster shall comply VENTILATION CALCULATION ROOF z with the application requirements of ASTM C 926. ROOF CRITERIA '— R703.6.2 Installation of exterior lathing and framing shall comply with" yyj -24" OVERHANG U.N.O. the application requirements of ASTM C 1063. Q FORMULA =PRBC Sec R806.2 -PLUMB CUT FASCIA Q R703.6.3 Where cement plaster (stucco) is to be applied to lath over J S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) -ROOF PITCH PER ELEVATION frame construction, measures shall be taken to prevent bonding between the 40 � Q cement plaster and the water resistive barrier. A bond break shall be provided (a H between the water resistive barrier and the cement plaster (stucco) consisting * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH ,� Z REQUIREMENT SHINGLE LOADING WG of one of the followin��; 1. Two layers of an a moved water resistant barrier material 0 0 complying with Sen R703.2, or Q N v yNj 2. One layer of an apved water resistant barrier complying with Section ME R703.2 over an a ved plastic house wrap, or 1,466 TOTAL S.F. 351.84 SQ. INCHES OF 3- 4' Off Ridge N m N o LL 3. Other approved mit6ds or materials applied in accordance with the ROOF VENTILATION REQUIRED Vents Required Q z M M a W manufacturer's in W lation instructions.N N LL, M °1 d r yd 2.4 44 v 12 7 � - -- — -- ----- —_`"-- - ----------- -- - -"� Copyright 2005 by kessee and associates, Inc — -- - 945 South Orange Blossom Trail, Apopka, --- ---- - —g- - - --- --- �. _ -- -_ — - 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 V reproduced either in part or wholly in any manner ----=---------------------- --- without the express written permission of keesee and associates, inc. Y O Y Um o� m x•C••n•C A � LL BDo O O o a 0- 0- a 00 0 11::]i Q°P Q 6 FIN. FLR 25 SH 25 SH FIN.FLR 60 z 8 N Q�L7 � N REAR ELEVATION Z>-.011 Cn a.U)W 0 Ln zSCALE 1/4"=1'-0" Qa SW - w F co, m o uj rdi =N12 S o a 4 in J �cli �zo E C oW O OV LL VH yW wzw z r= Q c Q J EL W_err0 W Ld F --_— WDO T V ❑ C LL FW O 0 U m3 � 0 0 OLS° 0 0 1A3 SH a 400.a 41 E:li 00 c0 Q UKO FIN.FLR _ 25 SH _ - FIN.FLR 00 TW LEFT ELEVATION SCALE 1/4" = 1'-0" Y U 0 J m LL O a 0 Q 00 FIN.FLR Qaco1 00 FIN.FLR 3068 DR 12 4 DBL 25 SH 3068 DR RIGHT ELEVATION SCALE 1/4" = 1'-0" 3068 DR HARDI PLANK FRONT ELEVATION. SCALE 1/4" = 1'-0" k 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 1 I BASE PLAN REV. 07-00328 2 1 1-1410 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 L: U 0 Z O 25 SH 3 0 0 Z 3 a- 0 FIN.FLR � 1313 ® ® m cc LL u- O O Qaco1 00 FIN.FLR 3068 DR 12 4 DBL 25 SH 3068 DR RIGHT ELEVATION SCALE 1/4" = 1'-0" 3068 DR HARDI PLANK FRONT ELEVATION. SCALE 1/4" = 1'-0" k 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 1 I BASE PLAN REV. 07-00328 2 1 1-1410 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 L: U 0 Z O � 3 m cc LL u- O O a o J Il Qaco1 00 FIN.FLR 3068 DR 12 4 DBL 25 SH 3068 DR RIGHT ELEVATION SCALE 1/4" = 1'-0" 3068 DR HARDI PLANK FRONT ELEVATION. SCALE 1/4" = 1'-0" k 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 1 I BASE PLAN REV. 07-00328 2 1 1-1410 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 C oil 111 i • Sheet: Of: 04 9 GABLE L: E o z o cc 0 p J Il Y m m O 2v o MQ �Cn d Will) Z O oy E E m W a !� w 0 C oil 111 i • Sheet: Of: 04 9 GABLE HOSE BIBB ELECTRICAL PLAN SCALE = 1/4" = 1'-0" NOTES . UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED, LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R313.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 72. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS;WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES 6UTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. 2008 NEC 406.11 OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMN. —7 00 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 150 OR A/C DISCONNECT UNDERGROUND 200 AMP SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 6 TO HVAC BONDING TERMINATION PER # 2 GROUND TO 5/8" ROD (10' DEEP) 250.94 2008 NEC ALSO SERVICE TO BE BONDED TO FOOTING STEEL. ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. T Q�% QW Z . t3 Q -J J Q .� Z 0 c W O v W V/ W N O LL; 0 Q ON 40 M W IL = H C 44 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 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. p� Y is B D. z� ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CM CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTORCOMBO UNIT $3 THREE-WAY SWITCH cu_ FLOOD LIGHT $4 FOUR-WAY SWITCH Z>-LLI rn_y =2y~ $DM DIMMER SWITCH FLUORESCENT LIGHTING �} CEILING FIXTURE n U n U n TRACK LIGHTING �VO SCOUNCE ( WALL MOUNTED) Q 7 ip2Z YPz FIXTURE LL S�2zo m M c CEILING FAN LL 110 VOLT DUPLEX OUTLET pV O 0 110 VOLT SPLIT SWITCHED OUTLET LLD LH LH 0 6 GROUND FAULT INTERRUPT Cn g I DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v Z d- 220 VOLT OUTLET @-- DOOR BELL ® SPECIAL SERVICES OUTLET D 0 o DISPOSAL ?�vrc y T.V. CABLE OUTLET L-= DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING 200 THERMOSTAT M BATH FAN O LOW VOLTAGE LIGHTING -{- BATH FAN W/ LIGHT I C INTERCOM SYSTEM Y ® GARAGE DOOR El PUSH BUTTON OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMN. —7 00 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 150 OR A/C DISCONNECT UNDERGROUND 200 AMP SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 6 TO HVAC BONDING TERMINATION PER # 2 GROUND TO 5/8" ROD (10' DEEP) 250.94 2008 NEC ALSO SERVICE TO BE BONDED TO FOOTING STEEL. ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. T Q�% QW Z . t3 Q -J J Q .� Z 0 c W O v W V/ W N O LL; 0 Q ON 40 M W IL = H C 44 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 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. p� Y is B D. z� owp O bb z 6? w�2K O cu_ M NOto N Z>-LLI rn_y =2y~ > N MbO! cc �VO d Q 7 ip2Z YPz zJw LL S�2zo m M m LL o pV O 0 c � W LLD LH LH 0 6 N W 0 z E Z d- �y3 woc E Z 0: o m�a 040 3 it rl ?�vrc y `o LLI j m.-iZ m U W Z W Z O 4 a O Q C w i] 200 -J M 09mo QLL w LLI `1 U El F LL y O W F 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 V w °�' � Sheet: Of: 5 9 ELECTRICAL PLAN M O bb z O cu_ C O > d 7 J m M m o M c � W a� ci E M o 4) W E `o a !4 w J U Q V w °�' � Sheet: Of: 5 9 ELECTRICAL PLAN F ALLY FASTEN AS FOLD UP WEATHER FLASHING REQUIREMENTS Y IN CORNERS THROUGH � . , RESISTIVE BARRIER & WEATHER RESISTIVEERED FLASHING J TEMPORARILY SECURE BARRIER THESE DETAILS ARE GENERIC AND MEANT TO SHOWDOOR ROUGH OPENING HER , WINDOW UNIT GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ITIVE SLOPE R613.8 Flashing, Sealants and Weatherstripping. Exterior walls shall BARRIER WOOD FRAME CONSTR. provide the building with a weather -resistant exterior wall envelope. The exterior SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 0.3 in: 12.0 In SELF -ADHERED FLASHING TAPE d EXTERIOR ADHESIVE TO BE APPLIED UNDER wall envelope shall include flashing as described in Section R703.8. The exterior SHEATHING BY LAPPING DOWN 6 0 (. cm : 30.5 cm) OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN wall envelope shall be designed and constructed in such a manner as to prevent WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAIL S �" OR EQUAL WEATHER PROOF CAULKING the accumulation of water within the wall assembly by providing a water -resistive (ASMMOLED`'v' barrier behind the exterior veneer as required by Section R703.2. All exterior WEATHER SELF -ADHERED FLASHING EXTERIOR TWO LAYERS OF FELT OR O0,LAYER OF HOUSE WRAP AND RESISITIVE CEMT. FIN. ONE LAYER OF FELT ARE REQUiFED BEHIND STUCCO. FBC R703.2.1 finishes shall be applied in accordance with the manufacturer's specifications or installation instructions. BARRIER SEAL TOPS OF JOISTS UNDER DECKING SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) R703.2 Weather -resistant sheathing paper. Asphalt saturated felt free from WIRE LATH holes and breaks, weighing not less than 14 pounds per 100 square feet (0.683 HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions kg/m2) and complying with ASTM D 226 or other approved weather -resistant RIM JOIST 1. Cut, fold up & temporarily secure weather Refer to the number marked as # in each detail that corresponds to the material shall be applied over studs or sheathing of all exterior walls as required BUILDING Y resistive barrier above header to allow for flashing installation numbered items in the list of instructions below: 2. Self -adhered flashing plus head flashing under weather b Table R703.4. Such felt or material shall be applied horizontally, with the PAPER 1. Install self -adhered flashing in order as shown by numbers resistive barrier 1 1 upper layer lapped over the lower layer not less than 2 inches 51 mm Where 3. Fold weather resistive barrier back over head flashing and 2. Install flashing and weather resistive barrier to form water shedding laps PP Y PP Y ( seal with tape 2 2 2O 3. Self -adhered flashing can be substituted for building paper joints occur, felt shall be lapped not less than 6 inches (152 mm). 4. Split the release paper using the ripcord (Split release on demand, Scale: NTS SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize R703.8 Flashing. Approved corrosion -resistive flashing shall be provided SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 scoring cuts in the exterior wall envelope in such a manner as to prevent entry of water into the FLANGED WINDOW WPM EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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 RUBBERIZED ASPHALT Minimum) installed to prevent water from reentering the exterior wall envelope. Approved EXTERIOR SHEATHING RUBBERIZED ADHESIVE P 9 p - PP 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 EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING following locations: UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to comer 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 0613.8. SCORED 2. At the intersection of chimneys or other masonry construction with frame or LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER stucco Walls, with projecting lips on both sides under stucco copings. �� rmasonry, . (BEFORE FOLDING, SCORE 3. Under and at the ends of mason wood or metal copings and sills. SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE SELF -ADHERED EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) FLASHING VERTICALLY FROM 4. Continuously above all projecting wood trim. BOTTOM OF 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of THRESHOLD MECHANICALLY FASTEN AS wood -frame construction. P a NECESSARY IN CORNERS THROUGH SECTION -A SELF -ADHERED FLASHING 6. At wall and roof intersections. (SEE DETAIL WP02) 7. At built-in gutters. .FLASHINGERED O 2 R703.14 Drained assembly wall over mass assembly wall. Where wood z 5 frame or other types of drained wall assemblies are constructed above mass wall SELF -ADHERED FLASHING NAILING FLANGE1 4 assemblies,required or other approved drainage system shall be installed as © 6 2 SEAL TOPS OF JOISTSDO NOT FLASH UNDER 1 BOTTOM NAIL NGVER 8 (EE DETAILKING WP07) 2 7 FLANGE SELF -ADHERED FLASHING SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING WP06 HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK INSIDE CORNER SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster in accordance with in accordance with ASTMC926 ASTMC926 SELF -ADHERED - _ - - - FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance lathe n accordance - . - }� with ASTMC1063 - with ASTMC1063 SELF -ADHERED FLASHING \� 1/ ' Building Paper Building Paper DECK PROTECTOR 7/16" O.S.B. f ' 6 �� `1 ' %: , sheathing ': sheathing 1 DOUBLE Metal of weep screed Keep top edge SINGLE 1 JOIST JOIST SELF -ADHERED FLASHING Flashing 2" below top of block SELF -ADHERED FLASHING 1 ' •_ 2 31 /2" Unperforated Vulcum 3" MIN Flange 7/8" cauk bottom 4 Weep Screed joint only O 5 Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING W P09 Weep Screed Flange 7/8" Weep Screed SELF -ADHERED FLASHING �/�/P07 WPO NOT USED 1 1/211 to 2" \H0.8362x;DECK JOIST �► Y OUTSIDE CORNER Above Roof 1/2" Cementitious Sheathing Decorative Finish • •o.• •.o• • All inside and outside comer will • • • W. need to be miter cut and caulked all EXTERIOR WINDOW UNIT •••' CEMT. FIN. Cement Plaster • • butt joints need to in accordance becaulked using BUILDING PAPER SLOPE SLOPE with ASTMC926 • - •• Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd = 0.3 in :12.0 in (0.6 cm: 30.5 cm) (0.6 cm: 30.5 cm) floor (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. -V\\ BUILDING PAPER WIRE LATH _ � _ 1/2" Cement A A I I Plaster Finish SELF -ADHERED FLASHING - - - _ - - Block / WIRE LATH = Flange Perforated" eep BUILDING PAPER •• -Cement • '.•o, Screed BUILDING PAPER FJLI; -Plaster ; - over block 1 st floor EXTERIOR Install bottom WINDOW UNIT CEMT. FIN. I Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 2 2 Note: 3 3 � The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING � /� � SELF -ADHERED FLASHING W P � � SELF -ADHERED FLASHING W p 12 the weep screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD V V P 1 O CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL T V W ►Vva' � Li v 'w Q A; M J a .� Z O C W D d N W H p U Q Q zen M W = yIL Cn M & gg v ;opyright 2005 by keesee and associates, Inc 945 South Orange Blossom Trail, Apopka, -lorida 32703. All rights reserved. The plans, :levations, drawings, illustrations, and other materials :ontained within this set are the property of (eesee and associates, Inc and may not be ,eproduced either in part or wholly in any manner Nithout the express Written permission of keesee and associates, Inc. N-C•B•D•C AO �® B De &8 Z N aWp xZ r�aZ M CHWN gamy oz� Q Y%z 2 LL�Z UV)0 oppp a LU In � � Q zLLNa a �,�0= o. N YUF Q Z C E� Z WyW' Z m U) C14 LL O r'I Z�.� LL w O m•�-lO m a��� w e 0000 m UJ LULLI= Z "a Q c IL _J 0 0H Q O�m0LU LU u) �� U WLU J LLLLLLLL7777 O � W M W R� 1 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 1 I BASE PLAN REV. 07-00328 1 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 WATERPROOFING O = O .0 0 72 � W Y g m 00 m O Ill Z _ E E v CL !'I w c o U v 2010-0058 Sheet: Of: c 9 WATERPROOFING . _._.......... . ROOF PROVIDE 2X4 MIN. BLOCKING AT -"'- SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES v 99 W - SEE W 2 VERLAP TRUSS BRA NG ;/ ( ) 12D NAILS EACH END TO PRE-ENGINEERED � z *DIAGONAL SPACED - PLAN TRUSS TOP CHORD WOOD TRUSSES AT LEAST ONE TRUSS,6" OVERLAP Q .� 0 PACE N Ayr MINIMUM 2"x4" AT 15'-0" O.C. MAX - , � � �, TMP. N G ' CROSSBRACING a -rte 2X4 BLOCKIN (SEE PLAN FOR - �; BLOCKING BETWEEN TRUSSES A TRUSS Q *�■+ Q LOCATION) •� i- SECT, A -A g P ■� z G.T W ADD 2X4 ALONGSIDE ° c TOP CHORD WHEN REQ'D Q y d M L W ' MINIMUM (2) 16d y m o - TO PREVENT PLYWOOD ACK HIP PER JOINT MINIMUM 2"x4" SPF OR W N o J EJ SPAN FROM EXCEEDING ° G.T * SPACED AT 15'-0" MAX SYP TRUSS BRACING z W MAX 24" SPAN (EITHER D (3) 12d CONTINUOUS LATERAL BRACING- SIDE OR BOTH IF REQ'D) w PER JOINT NAIL OVER X -BRACE AS SHOWN- INSTALL HOWN- F STALL BLKG. AT TRUSS WEBS (2).12D NAILS TRUSS p r• i. ' OR NAILING X -BRACING - 2x4 SPF OR SYP AT 12" O.C. MAX i BRACING OVERLAP gg W/ 2-16d @ EACH TRUSS WEBrTB04 DETAIL (TYP.) CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. rTB'O2 CROSS BRACING DETAIL TYP. rTB�03 HIP RIDGE BLOCKING DETAIL SCALE: 1/2" = 1'-0" Copyright2005 keeseeandaseoclates rTB 01 CROSS B RACING D ETA I L TYP ■ SCALE: 1/2" = 1'-0" 945 South Orange Blossom Trail, Apopka, c SCALE: 1/2" = 1'-0" elevations, drawiingans s hll illustrations, and oFlorida 32703. reserved. Thelther materials contained within this set are the property of SCALE: 1/2" = 1'-0° 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. 603 TRUSS DESIGN NOTE: TRUSS DESIGN NOTE: N - C • B • D • C TRUSS @END OF CROSS BRACE TO BE DESIGNED TRUSS @ END OF CROSS BRACE TO BE DESIGNED /� 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED FOR ADD'L 70 PLF UP & DOWN TOP CHORD 0 D 0 P U & DOWN TO CHORD ~ 0 32/16 PLYWOOD MAY BE USED8n_ SEE STRUCTURAL NOTES AND DROP GABLE END TRUSS &LOOKOUT G.C. TO PROVIDE BLOCKING TO COMPLY W/ APA RECOMENDATION FOR SPAN RATING OF 7/16" OSB. 0 z w a_ 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 NAILING SCHEDULE FOR RAFTERS FOR O.H. GREATER THAN 12" FOR SEE STRUCTURAL NOTES DROP GABLE END TRUSS & LOOKOUT RAFTERS e 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 BLK. FOR SHEATHING DETAILS SPACE OUTLOOKER BLOCKS AT 24" O.C. 2X4 SPF BLOCKING @ SIMPSON MTS12 @ 'F 8d NAILS PANEL EDGES W/ (2) 16d • LOOKOUT 2X4 SPF BLOCKING @ ; I AT 4" O.C. Z � ° Z NAILS EA. END TO TRUSS RAFTERS IF PANEL EDGES W/ (2) 16d , ' �° OUTLOOKER BLK. ° a o M -NAIL SHEATHING @ 4" O.C. APPLICABLE ~ NAILS EA. END TO TRUSS SIMPSON MTS12 @ W 3 �o o � co STAGGERED w/ 8d STRUCT. SHEATHING 2X6 BR ��N9FCED �, W - Z N �, t0 (V -NAIL SHEATHING @ 4" O.C. '` LOOKOUT RAFTERS ° 3 (n M N o � 2X4 BRACE NAILE 7/16 MIN. THK. - TO SIDE �fiF GABLE i � � h ,,� � TO SIDE OF GABLE LO NAIL w/8d COM. @ STAGGERED w/ 8d TRUS$40S ;° IF APPLICABLE z 9 z z 2x4 SPF CROSS BRACE • , i° a U '- g Y Z USS WE 3" O.C. EDGES & 6" STRUCT. SHEATHING S � 20 o p ° " @ 48" O.C. -NAIL w/3- O.C. FIELD 2x4 SPF CROSS -BRACE �° 7/16" MIN. THK. - N _ S ui 8 10d AT EACH END & AT � CROSSING AT 45'z ANGLE • 10d @ 4" O.C. @ 48" O.C. - NAIL w/3 �° NAIL w/8d COM. @ o `�-� S ¢ o 10 U a N W • 10d AT EACH END & AT :: ;: :° 3" O.C. EDGES & 6" ca ca W CC Z £'� I CONTINUOUS 2X4 SPF 30 GABLE TRUSS CROSSING AT 45 °xANGLE �° O.C. FIELD Z o o LL z o c a NAIL TOP OF "T" TO RUSS� PH U.1 R m�m m SPANNING (4) TRUSS TRUSSES • 10d @ 4 O.C. Z N o ■, o C GABLE TRUSS w/2 -12d CONTINUOUS 2X4 SPF W z Z W Z E �� d BAYS (8 FT) NAILED TO ' W 5 -° T 266 6 - m 2X4 BLOCKING @ 4" O.C. NOTCH BLOCK @ & (1) SIMPSON H8 w/ SPANNING (4) TRUSS i i GABLE TRUSS a z o: iz W- w/12d & 2-12d TO CHORD PLATE TOENAIL w ° 1010d x 1 1/2" BAYS (8 FT) NAILED �,' �° i� o o w �' " W 0 3-16d 2x4 BLOCKING @ 4 O.C. r �° NAIL TOP OF "T" W W a El w/12d & 2-12d TO CHORD '.' �° TO GABLE TRUSS W a NAIL GABLE TRUSS w/2 -12d & (1) o f 2X4 SPF BLOCKING TO OP CTE w/16d @ 2X4 SPF BLOCKING SIMPSON MTS12 w/ BETWEEN TRUSSES BETWEEN TRUSSES 14-10d x 11/2" @ 48" O.C. MAX. 2x4 PT PLATE w/ 1/2" ° @ 48" O.C. MAX. x 3 1/4" TAPCONS @ ° • NAIL DEADWOOD TO NAIL TRUSS BOTTOM 12" O -C TOP PLATE w/16d @ CHORD TO 2X4 DEAD- � 4 BAYS DW CEILING 4" O.C. WOOD w/16d @ 4"O.C. LEAST 90% OF THE WEB. TOP &BOTTOM CHORD GABLE END BRACING @ ° . ICF WALL ^ BAYS SIMPSON LSTA30 w/ Bi 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 14-10d @48" O.C.GABLE END ��rit��` TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLANBRACING FRAME WALL SCALE: 1/8" = 1'-0" rGE01 GABLE END BRACING KG'E05�W/o VOLUME CEILING (TYPICA6„ O.C. SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI.-2002 B 2 - S.P.F. CONST. GRADE TOP PLATE STRUCTURAL NOTES - - - - - - - - - - - - SPLICE MIN 48" APART 6) WOOD: 1548 Seminola Blvd Ste 141 RU S PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 6.1 WOOD STRUCTURAL FRAMING MEMBERS: BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT -SPF IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED i= _ =i r = = r = = rr- i rr• — — — — — — — — ,rr — — — = rr- — — rr — — rr, WALL STUDS STUD OR CONSTRUCTION GRADE Casselberry, fl 32707-3648 TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY TOP &BOTTOM PLATE 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 III F III I I I I I I I -SPF STD &BTC EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. I I II I I I I I ll I I I I I I I I BOTTOM PLATE IN CONTACT WITH MASONRY -#3 SYP PT WWW.habitatseminole.org 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL I JOIST SQUASH BLOCK I -SPF STUD OR CONSTRUCTION GRADE LATERAL BRACING B SPECIFIED BY TRUSS MANUDIMENSION SHALL HAVE ADDITIONAL DIAGONAL BRACES ATS AT O.C. MAXIMUM. I I I I I I I III 11 I I I I I I I I TRUSS BRACING & BLOCKING -SPF STUD OR CONSTRUCTION GRADE 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. II I I I I I I I ( I I I I I I I I I 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT FURRING & B.U.C. STRIP 43 SYP PTI I D I I I I I III C I I I I I I I I ATTACHED DIRECTLY BLOC I THE BOTTODETAILS CHORD of THE TRUSS. (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. I I I I I I I III III I I I I I I I SEE TYP. TRUSS BLOCKING DETAILS PER NDS =1250 PSI AND A MODULUS OF ELASTICITY = 1,600 000 PSI TYP. HAND FRAMING ABOVE TRUSS II 11 I 11 January 14, 2010 CONV. FRAMED RIDGE III III I I I I I I I 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCO�tDANCE WITH THE "DESIGN SPECIFICATION FOR MAY BE NAILED w/ MIN. 2X4 STUDS &PLATES AT 2'-0" O.C. OPENING (4) 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O. VERTICAL SCAB LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB -LATEST NEXT TO PRE -ENG. TRUSS 2 x 6 #2 SPF 48' O.C. LYWOOD I I I I I I I III III I I I I I I I EDITION AND QST -LATEST EDITION. 2x8 BLKING. NAILED @ EACH W/ (4) 10d TOP & 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. SIDE w/ (3)12d NAILS WHEN BOTTOM I I I I I I I III III I I I I I I I 1 BASE PLAN REV. 07-00328 B REQUIRED w/ (2) MTS12'S OR H5 OR HCLR/LL I I I I I I C 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 IN PLACE OF (4) 10d 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED 2 TRUSS �I— - �- - Jl _ — III III I I II I I I AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. COLLAR TIE I I II I I I III III I I E I 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS 9 PLYWOOD EVERY 3rd RAFTS ,� II II II II SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE TO THE LEFT: 4 _ — _ — _ — _ — _ III - � r- — — — - III I I I I I I I 2X4 BLOCKING BETWEEN CB SOLID BLOCK NOTES: 5 I I I I I I I I III I I I I III I I I I I I I TRUSSES W/ (2) 12d NAILS BEVEL CUTS SEE ALL SHEATHING I I I I I I I I III I I I I III I I I I I I I 0 EACH END (OPTIONAL) SECyION B$ EDGES TYP. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- B TB 2X4 SPF W/ (2) #7X31/2" J'= — —' � _ —'L = _ '1 ALTERNATINGWOOD — — III I I II III II II II I TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR BUILDER NOTICE BLOCKING DB OR H5 SCREW 8 CCH TRuss SEE PLAN OUBLE TOP 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 ■ PLATE - - - - - - - - _ _ � u. _ � _ _ _ � � _ _ ,u _ _ ..L _ _ �� _ _ ,� _ _ ENGINEER OR ARCHITECT. Its is the intent of the designer that these plans PRE -ENG. TRUSS BEARING WALL NAIL P PLYWOOD SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP STUD WALL 2x8 RIBBON OR ATT E R N ■ are accurate and are clear enough for the licensed CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN SEE PLAN FOR CONNECTION ;" `: BLOCKING BETWEEN Aatso professional to construct this project. i the event that something Is unclear or needs clarification, „L, B 3 TO 4 TRUSS 2x4 AS SHOWN FLOOR SYSTEM SCALE: 1/4" = 1'-0" 2x4 P.T. BASE PLATE I. PLYWOOD AND SIDING: Stop, and call the designer listed on this title page. 2X4 P.T. BLOCKING BETWEEN :K 1 SPACES ALTERNATE FIELD) USE 8d NAILS @ 12" O.C. If is the responsibility of the licensed professional TRUSSES W/ (2yl2d NAILS 0 DIAGONAL OOD 2x8 #2 SYP RIDGE BEAM [DIRECTION " that is constructing this project to full review these EACH END ;...,t;; AT 8'-0" EDGE) USE 8d NAILS @ 6 O.C. g Y TRUSS 3/8" ' 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , , aldocuments corrections if needed o be made, before beforeaanand MAX° / °' 2. GYPSUM ------- ® ® begins 2x6 RAFTERS 8t 2'-0"O.C. TRUS � 3 811 � - - - - - - - - - • MAX. w/ (3) 10d COMMON � ' � TOENAILS TO RIDE BEAM USE CODE APPROVED SIZE AND Work IS done "S" =NAIL 4 TRUSS 2}i NAILS ,� SPACING FOR CONNECTION ,. CONC. MASONRY TO TRUSS SPACING 3/4 1/2° 1/2"ROOF NAILING SCHEDULE. -4- °� s5 Ft-_ Fr---------------------------- TYP. ------------ —------------' 2X4 CONT. AT STEEL OR WOOD d T & B CHORD BEARING SUPPORT , TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING OUBLE S 1/2" NAILING ZONES SHINGLE AND TILE) 5 FT. 4 FT.® ;® O z @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SECTION B -B TOP PLATE i ZONE 1: 8d RING SHANK NAILS @ 6" O.C. (IN FIELD & ON EDGE) ------------------ ®---- ------ I O 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) ©i ® _ '©_ ©_ _ ® (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 4+� W m rTB'O6 BLOCKING CONV. FRAME DETAILS --� �-- m S 10d RING SHANK NAILS) r_______ _ __ -- SCALE: 3/4" = 1'-0" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING ' 4 �' ® © © ®4`Fr. c c SCALE: 3/32" = 1'-0" Co �o E d Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL / io eel E a !'l W U a © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ W O.C. W/8d COMMON NAILWALL SHEATHING INSTALL CONTRACTOR NOTE. ALL DRILLED AND EPDXOD NAIL INT. AT 6" O.C. W/8d COMMON NAIL TB13 & NAILING SCHED■ PROPERLY VACUUM, USH DAND BLOWN M, BRILa 2010-0058 , „ • OE HOES MUST BE L: STAGGER ALL VERT. JOINTS &NAIL @ 4" O.C. CLEAN PER MFGR'S RECOMMENDATIONS TO 0 Sheet: Of: W/8d COMMON NAIL SCALE: 1/2" = 1%0" ACHIEVE UPLIFT CAPACITY D-1 9 O NO SPLICE @ HEADER - NAIL SHEATHING TO 0 HEADER W/8d COMMON NAIL@ 4" o/c DETAILS IL LI "X" BRACE SEE - DETAIL TBO1 . �I X1111111 illllll, Emissions minimills NAILING SCHEDULE FOR RAFTERS FOR O.H. GREATER THAN 12" FOR SEE STRUCTURAL NOTES DROP GABLE END TRUSS & LOOKOUT RAFTERS e 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 BLK. FOR SHEATHING DETAILS SPACE OUTLOOKER BLOCKS AT 24" O.C. 2X4 SPF BLOCKING @ SIMPSON MTS12 @ 'F 8d NAILS PANEL EDGES W/ (2) 16d • LOOKOUT 2X4 SPF BLOCKING @ ; I AT 4" O.C. Z � ° Z NAILS EA. END TO TRUSS RAFTERS IF PANEL EDGES W/ (2) 16d , ' �° OUTLOOKER BLK. ° a o M -NAIL SHEATHING @ 4" O.C. APPLICABLE ~ NAILS EA. END TO TRUSS SIMPSON MTS12 @ W 3 �o o � co STAGGERED w/ 8d STRUCT. SHEATHING 2X6 BR ��N9FCED �, W - Z N �, t0 (V -NAIL SHEATHING @ 4" O.C. '` LOOKOUT RAFTERS ° 3 (n M N o � 2X4 BRACE NAILE 7/16 MIN. THK. - TO SIDE �fiF GABLE i � � h ,,� � TO SIDE OF GABLE LO NAIL w/8d COM. @ STAGGERED w/ 8d TRUS$40S ;° IF APPLICABLE z 9 z z 2x4 SPF CROSS BRACE • , i° a U '- g Y Z USS WE 3" O.C. EDGES & 6" STRUCT. SHEATHING S � 20 o p ° " @ 48" O.C. -NAIL w/3- O.C. FIELD 2x4 SPF CROSS -BRACE �° 7/16" MIN. THK. - N _ S ui 8 10d AT EACH END & AT � CROSSING AT 45'z ANGLE • 10d @ 4" O.C. @ 48" O.C. - NAIL w/3 �° NAIL w/8d COM. @ o `�-� S ¢ o 10 U a N W • 10d AT EACH END & AT :: ;: :° 3" O.C. EDGES & 6" ca ca W CC Z £'� I CONTINUOUS 2X4 SPF 30 GABLE TRUSS CROSSING AT 45 °xANGLE �° O.C. FIELD Z o o LL z o c a NAIL TOP OF "T" TO RUSS� PH U.1 R m�m m SPANNING (4) TRUSS TRUSSES • 10d @ 4 O.C. Z N o ■, o C GABLE TRUSS w/2 -12d CONTINUOUS 2X4 SPF W z Z W Z E �� d BAYS (8 FT) NAILED TO ' W 5 -° T 266 6 - m 2X4 BLOCKING @ 4" O.C. NOTCH BLOCK @ & (1) SIMPSON H8 w/ SPANNING (4) TRUSS i i GABLE TRUSS a z o: iz W- w/12d & 2-12d TO CHORD PLATE TOENAIL w ° 1010d x 1 1/2" BAYS (8 FT) NAILED �,' �° i� o o w �' " W 0 3-16d 2x4 BLOCKING @ 4 O.C. r �° NAIL TOP OF "T" W W a El w/12d & 2-12d TO CHORD '.' �° TO GABLE TRUSS W a NAIL GABLE TRUSS w/2 -12d & (1) o f 2X4 SPF BLOCKING TO OP CTE w/16d @ 2X4 SPF BLOCKING SIMPSON MTS12 w/ BETWEEN TRUSSES BETWEEN TRUSSES 14-10d x 11/2" @ 48" O.C. MAX. 2x4 PT PLATE w/ 1/2" ° @ 48" O.C. MAX. x 3 1/4" TAPCONS @ ° • NAIL DEADWOOD TO NAIL TRUSS BOTTOM 12" O -C TOP PLATE w/16d @ CHORD TO 2X4 DEAD- � 4 BAYS DW CEILING 4" O.C. WOOD w/16d @ 4"O.C. LEAST 90% OF THE WEB. TOP &BOTTOM CHORD GABLE END BRACING @ ° . ICF WALL ^ BAYS SIMPSON LSTA30 w/ Bi 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 14-10d @48" O.C.GABLE END ��rit��` TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLANBRACING FRAME WALL SCALE: 1/8" = 1'-0" rGE01 GABLE END BRACING KG'E05�W/o VOLUME CEILING (TYPICA6„ O.C. SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI.-2002 B 2 - S.P.F. CONST. GRADE TOP PLATE STRUCTURAL NOTES - - - - - - - - - - - - SPLICE MIN 48" APART 6) WOOD: 1548 Seminola Blvd Ste 141 RU S PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 6.1 WOOD STRUCTURAL FRAMING MEMBERS: BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT -SPF IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED i= _ =i r = = r = = rr- i rr• — — — — — — — — ,rr — — — = rr- — — rr — — rr, WALL STUDS STUD OR CONSTRUCTION GRADE Casselberry, fl 32707-3648 TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY TOP &BOTTOM PLATE 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 III F III I I I I I I I -SPF STD &BTC EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. I I II I I I I I ll I I I I I I I I BOTTOM PLATE IN CONTACT WITH MASONRY -#3 SYP PT WWW.habitatseminole.org 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL I JOIST SQUASH BLOCK I -SPF STUD OR CONSTRUCTION GRADE LATERAL BRACING B SPECIFIED BY TRUSS MANUDIMENSION SHALL HAVE ADDITIONAL DIAGONAL BRACES ATS AT O.C. MAXIMUM. I I I I I I I III 11 I I I I I I I I TRUSS BRACING & BLOCKING -SPF STUD OR CONSTRUCTION GRADE 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. II I I I I I I I ( I I I I I I I I I 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT FURRING & B.U.C. STRIP 43 SYP PTI I D I I I I I III C I I I I I I I I ATTACHED DIRECTLY BLOC I THE BOTTODETAILS CHORD of THE TRUSS. (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. I I I I I I I III III I I I I I I I SEE TYP. TRUSS BLOCKING DETAILS PER NDS =1250 PSI AND A MODULUS OF ELASTICITY = 1,600 000 PSI TYP. HAND FRAMING ABOVE TRUSS II 11 I 11 January 14, 2010 CONV. FRAMED RIDGE III III I I I I I I I 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCO�tDANCE WITH THE "DESIGN SPECIFICATION FOR MAY BE NAILED w/ MIN. 2X4 STUDS &PLATES AT 2'-0" O.C. OPENING (4) 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O. VERTICAL SCAB LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB -LATEST NEXT TO PRE -ENG. TRUSS 2 x 6 #2 SPF 48' O.C. LYWOOD I I I I I I I III III I I I I I I I EDITION AND QST -LATEST EDITION. 2x8 BLKING. NAILED @ EACH W/ (4) 10d TOP & 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. SIDE w/ (3)12d NAILS WHEN BOTTOM I I I I I I I III III I I I I I I I 1 BASE PLAN REV. 07-00328 B REQUIRED w/ (2) MTS12'S OR H5 OR HCLR/LL I I I I I I C 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 IN PLACE OF (4) 10d 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED 2 TRUSS �I— - �- - Jl _ — III III I I II I I I AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. COLLAR TIE I I II I I I III III I I E I 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS 9 PLYWOOD EVERY 3rd RAFTS ,� II II II II SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE TO THE LEFT: 4 _ — _ — _ — _ — _ III - � r- — — — - III I I I I I I I 2X4 BLOCKING BETWEEN CB SOLID BLOCK NOTES: 5 I I I I I I I I III I I I I III I I I I I I I TRUSSES W/ (2) 12d NAILS BEVEL CUTS SEE ALL SHEATHING I I I I I I I I III I I I I III I I I I I I I 0 EACH END (OPTIONAL) SECyION B$ EDGES TYP. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- B TB 2X4 SPF W/ (2) #7X31/2" J'= — —' � _ —'L = _ '1 ALTERNATINGWOOD — — III I I II III II II II I TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR BUILDER NOTICE BLOCKING DB OR H5 SCREW 8 CCH TRuss SEE PLAN OUBLE TOP 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 ■ PLATE - - - - - - - - _ _ � u. _ � _ _ _ � � _ _ ,u _ _ ..L _ _ �� _ _ ,� _ _ ENGINEER OR ARCHITECT. Its is the intent of the designer that these plans PRE -ENG. TRUSS BEARING WALL NAIL P PLYWOOD SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP STUD WALL 2x8 RIBBON OR ATT E R N ■ are accurate and are clear enough for the licensed CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN SEE PLAN FOR CONNECTION ;" `: BLOCKING BETWEEN Aatso professional to construct this project. i the event that something Is unclear or needs clarification, „L, B 3 TO 4 TRUSS 2x4 AS SHOWN FLOOR SYSTEM SCALE: 1/4" = 1'-0" 2x4 P.T. BASE PLATE I. PLYWOOD AND SIDING: Stop, and call the designer listed on this title page. 2X4 P.T. BLOCKING BETWEEN :K 1 SPACES ALTERNATE FIELD) USE 8d NAILS @ 12" O.C. If is the responsibility of the licensed professional TRUSSES W/ (2yl2d NAILS 0 DIAGONAL OOD 2x8 #2 SYP RIDGE BEAM [DIRECTION " that is constructing this project to full review these EACH END ;...,t;; AT 8'-0" EDGE) USE 8d NAILS @ 6 O.C. g Y TRUSS 3/8" ' 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , , aldocuments corrections if needed o be made, before beforeaanand MAX° / °' 2. GYPSUM ------- ® ® begins 2x6 RAFTERS 8t 2'-0"O.C. TRUS � 3 811 � - - - - - - - - - • MAX. w/ (3) 10d COMMON � ' � TOENAILS TO RIDE BEAM USE CODE APPROVED SIZE AND Work IS done "S" =NAIL 4 TRUSS 2}i NAILS ,� SPACING FOR CONNECTION ,. CONC. MASONRY TO TRUSS SPACING 3/4 1/2° 1/2"ROOF NAILING SCHEDULE. -4- °� s5 Ft-_ Fr---------------------------- TYP. ------------ —------------' 2X4 CONT. AT STEEL OR WOOD d T & B CHORD BEARING SUPPORT , TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING OUBLE S 1/2" NAILING ZONES SHINGLE AND TILE) 5 FT. 4 FT.® ;® O z @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SECTION B -B TOP PLATE i ZONE 1: 8d RING SHANK NAILS @ 6" O.C. (IN FIELD & ON EDGE) ------------------ ®---- ------ I O 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) ©i ® _ '©_ ©_ _ ® (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 4+� W m rTB'O6 BLOCKING CONV. FRAME DETAILS --� �-- m S 10d RING SHANK NAILS) r_______ _ __ -- SCALE: 3/4" = 1'-0" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING ' 4 �' ® © © ®4`Fr. c c SCALE: 3/32" = 1'-0" Co �o E d Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL / io eel E a !'l W U a © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ W O.C. W/8d COMMON NAILWALL SHEATHING INSTALL CONTRACTOR NOTE. ALL DRILLED AND EPDXOD NAIL INT. AT 6" O.C. W/8d COMMON NAIL TB13 & NAILING SCHED■ PROPERLY VACUUM, USH DAND BLOWN M, BRILa 2010-0058 , „ • OE HOES MUST BE L: STAGGER ALL VERT. JOINTS &NAIL @ 4" O.C. CLEAN PER MFGR'S RECOMMENDATIONS TO 0 Sheet: Of: W/8d COMMON NAIL SCALE: 1/2" = 1%0" ACHIEVE UPLIFT CAPACITY D-1 9 O NO SPLICE @ HEADER - NAIL SHEATHING TO 0 HEADER W/8d COMMON NAIL@ 4" o/c DETAILS J J 0 ►- 0 0 LINTEL :D (SEE PLAN) 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 - 8d EA. END EDGE VIEW ICF WALL AFF PI AN —� [NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS TO 2x8 WINDOW ORDOOR OPN'G F01 DET. ARCH WINDOW FRAMING ICF SCALE: 3/16" = 1'-0" HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS OPENING SIZE 2x8 W/ (2) 16d 2 X 6 WALL JACKS EA END TOE NAILS EACH END JACKS EA END STUDS EA EN 7/16" OSB W/ 6d (1) (2) NAILS @ 16" O.C. (2) 41-91 TO SIDE & TOP NAILER (3) (2) 2x4 SPF CONTINUOUS 9'-16' (3) BLOCKING ATTACHED (2) (3) TO 7/16" OSB W/ (2) 8d INTO FOUNDATION A MIN OF 6" EMBED ❑2 NAILS. SEE DETAIL ABOVE W REINF. BAR WHICH IS CONTINUOUS FROM TOP OF 2x BUCKS SEE MS11 WALL TO FOUNDATION SYSTEM ❑3 FOR MORE INFO eh o�c WINDOW ORDOOR OPN'G F01 DET. ARCH WINDOW FRAMING ICF SCALE: 3/16" = 1'-0" HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS OPENING SIZE 2 X 4 WALL 2 X 6 WALL JACKS EA END STUDS EA END JACKS EA END STUDS EA EN 11-41 (1) (2) (1) (2) 41-91 (2) (3) (2) (2) 9'-16' (3) (3) (2) (3) REFER TO WF03 OR WF04 - * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE W/ 11 - 10d NAILS 10d NAILS @ 8" O/C TYP. —� DOUBLE 2"x4" CRIPPLE STUD TYPICAL (U.N.O.)— HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END (2) 2X12" 2SYP (2) LSTA 30 SEE SCHEDULE 2 -ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3 -ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER DOUBLE 2 X 12 #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" 0/C UNLESS NOTED OTHERWISE 2"X4" STUDS TYP. SIMPSON HTT16 W/ (18) 16d NAILS &A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WALL HEADER DETAIL SCALE: 1/2" = 1'-0" NOTE: PLATE LENGTHS MUST BE V AT LEAST 8'-0" LONG. TYPICAL TOP SPLICE DOUBLE 10d 24,4 �2 ROWS 10d @ 6" 0/C BOTTOM SPLICE OVER STUD 17 TOP PLATE SPLICE DETAIL SCALE: 3/4" = 1'-0" SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES @ 16" O.C. (3) COMMON NAI LS( LS(TYP) EADER DET. @ ARCH WINDOW FRAMING SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR -7 SHEATHING DETAILS 2X4 SPF BLOCKING @ 48" O.C. MAX.w/ (2) 16d END NAILS EACH END —� 1/2" GAP SCALE: 1/2" = 1'-0" IAX A^J wi.n n SIMPSON HGMA 10 @ 4'-0" O.C. MAX. EXTERIOR Mill INTERIOR 0 v 8" ICF WALL SEE ICF01 FOR MORE INFO " NON -13,11G. EXT. CMU WALL B14 2"x TOP PLATE 2"x P.T. PLATE SCALE: 3/4" = 1'-0" 1/4" MIN. SPACE 2 "x STUD @ 24" O.C. MAX. TYPICAL INTERIOR nswt,s 110% Em An wasL.Aft SCALE: 3/4" = 1'-0" 3 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" 7/16" OSB W/ 6d HEADER NAILS @ 16" O.C. (SEE PLAN) TO SIDE & TOP NAILER 2x W/ (2):16d TOE NAILS EACH 7/16" O.S.B. END TYP. EA. SIDE 2x4 SPF CONTINUOUS 2X BLK'G. BLOCKING ATTACHED TO O.S.B.1 TO 7/16" OSB W/ (2) 8d W/2 -8d 1111 NAILS. SEE DETAIL ABOVE EA. END 7'-0" MAX EDGE VIEW WINDOW OR FOUNDATION OR b.) VERTICAL WALL REINF. TO BE EPDXIED DOOR OPN'G DET. @ ARCH WINDOW FRAMING SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR -7 SHEATHING DETAILS 2X4 SPF BLOCKING @ 48" O.C. MAX.w/ (2) 16d END NAILS EACH END —� 1/2" GAP SCALE: 1/2" = 1'-0" IAX A^J wi.n n SIMPSON HGMA 10 @ 4'-0" O.C. MAX. EXTERIOR Mill INTERIOR 0 v 8" ICF WALL SEE ICF01 FOR MORE INFO " NON -13,11G. EXT. CMU WALL B14 2"x TOP PLATE 2"x P.T. PLATE SCALE: 3/4" = 1'-0" 1/4" MIN. SPACE 2 "x STUD @ 24" O.C. MAX. TYPICAL INTERIOR nswt,s 110% Em An wasL.Aft SCALE: 3/4" = 1'-0" 3 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" CHART FOR REQ'D VERTICAL REINF. TYP ICF WALL SCALE: 1/2"=1'-0" CF01 ICF REINFORCEMENT DETAIL SCALE: 3/4" = 1'-0" PRE ENGINEERED WOOD 12 TRUSSES @ 24" O.C. TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLES OR TILE ROOF - VERIFY W/ ELEVATIONS ROOFING FELT APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES �- -- PER ROOF NAILING SCHEDULE) CEILING BOARD 3/4" P.T. NAILER METAL DRIP EDGE 1/2" DRYWALL CURTAIN NAILER 1 X X 8 4 v a 2X SUBFASCIA P.T. @WINDOWS 1 P.T. @ S.G.D. CONT. VENTED ALUM SOFFIT MARBLE STOOL 1 X 2 P.T FURRING ALUM FRAMED WINDOW W/ SCREEN PRECAST CONCRETE SILL CEMENTITIOUS 1 X 4 P.T. BAS DECORATIVE FINISH NAILER xgI;ICF WALLS WOOD BAS fi.. CONC SLA FTG. DOWEL #5 DIA. REBAR 7" IN (SEE FOUNDATIO o a FOOTING. EXTEND 25" (ACI 530) PLAN FOR MORE ABOVE SLAB. ALL LOCATIONS SHOWN INFORMATION) ON FOUNDATION PLAN 6 X 610/10#5 REBAR CONT. @ SLAB LEVEL W.W.M. v. F.F. TOP OF SLAB ..}i .. •..it .' - . .. .. 00 11-1 11-1 I •''`�•;:.:„ FINIS RA E -IIII111�11111111�'•• NJ 1611 SEE FOUNDATION 1 TYPICAL WALL SECTION ICF BLOCK SCALE: 3/4" = 1'-0" SEE PLA FOR REI BEAM- SEE PLAN FOR CONNECTION AND SIZE ----REMOVE INSULATION IZ AT LOCATION - CF BLOCK ENTIRE HEIGHT OF O WALL BEAM @ 90 WALL CONN. SCALE: N.T.S. ICF BLOCK Z SEE PLA w w FOR REINF. ¢ W BEAM- SEE PLAN FOR CONNECTION AND SIZE REMOVE INSULATION AT LOCATION - ENTIRE HEIGHT OF WALL BEAM TO WALL CONN. SCALE: N.T.S. ICF BLOCK SEE PLAN---- FOR LANFOR REINF. " mw BEAM Cal ANGLED WALL CONN, SCALE: N.T.S. 0 W = Z v s, ICF WALL REINFORCEMENT CHART: 120MPH EXP. B [4" CORE WALL] HEIGHT, H [ft] VERTICAL REINF. HORIZONTAL REINF. 8 #4 @ 16" 0-C MAX #4 @ 32" O -C MAX ENTIRE HEIGHT OF !J KEY NOTES ❑1 VERTICAL REINFORCEMENT TO ENGAGE THE FOUNDATION BY ONE OF THE FOLLOWING METHODS a.) VERTICAL WALL Z W REINFORCEMENT TO BE LAPPED w/ VERTICAL REINF. FROM o FOUNDATION OR b.) VERTICAL WALL REINF. TO BE EPDXIED 0 INTO FOUNDATION A MIN OF 6" EMBED ❑2 AT ENDS OF OPENINGS, PROVIDE (1) VERTICAL W REINF. BAR WHICH IS CONTINUOUS FROM TOP OF mC WN WALL TO FOUNDATION SYSTEM ❑3 CORNER REINF. BARS TO BE INSTALLED PER ICF eh o�c WALL MANUR SPECIFICATIONS ® HORIZONTAL REINF. ABOVE OPENING IS TO EXTEND y_ 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 CL Zli REINF. ABOVE OPENINGS ❑7 VERTICAL REINF. BELOW WINDOW OPENINGS NOT EXCEEDING U oZZN0. 4ft HIGH MAY BE A MINIMUM OF #4's @ 32" 0-C. IF THE 4ft o HEIGHT IS EXCEEDED, MAINTAIN VERTICAL REINFORCEMENT a SPECIFIED FOR FULL HEIGHT WALL ® PROVIDE (2) CONTINUOUS HORIZONTAL REINF. BARS @ FLOOR LOCATION (SEE DETAIL WS06 FOR ADDITIONAL INFO) CHART FOR REQ'D VERTICAL REINF. TYP ICF WALL SCALE: 1/2"=1'-0" CF01 ICF REINFORCEMENT DETAIL SCALE: 3/4" = 1'-0" PRE ENGINEERED WOOD 12 TRUSSES @ 24" O.C. TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLES OR TILE ROOF - VERIFY W/ ELEVATIONS ROOFING FELT APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES �- -- PER ROOF NAILING SCHEDULE) CEILING BOARD 3/4" P.T. NAILER METAL DRIP EDGE 1/2" DRYWALL CURTAIN NAILER 1 X X 8 4 v a 2X SUBFASCIA P.T. @WINDOWS 1 P.T. @ S.G.D. CONT. VENTED ALUM SOFFIT MARBLE STOOL 1 X 2 P.T FURRING ALUM FRAMED WINDOW W/ SCREEN PRECAST CONCRETE SILL CEMENTITIOUS 1 X 4 P.T. BAS DECORATIVE FINISH NAILER xgI;ICF WALLS WOOD BAS fi.. CONC SLA FTG. DOWEL #5 DIA. REBAR 7" IN (SEE FOUNDATIO o a FOOTING. EXTEND 25" (ACI 530) PLAN FOR MORE ABOVE SLAB. ALL LOCATIONS SHOWN INFORMATION) ON FOUNDATION PLAN 6 X 610/10#5 REBAR CONT. @ SLAB LEVEL W.W.M. v. F.F. TOP OF SLAB ..}i .. •..it .' - . .. .. 00 11-1 11-1 I •''`�•;:.:„ FINIS RA E -IIII111�11111111�'•• NJ 1611 SEE FOUNDATION 1 TYPICAL WALL SECTION ICF BLOCK SCALE: 3/4" = 1'-0" SEE PLA FOR REI BEAM- SEE PLAN FOR CONNECTION AND SIZE ----REMOVE INSULATION IZ AT LOCATION - CF BLOCK ENTIRE HEIGHT OF O WALL BEAM @ 90 WALL CONN. SCALE: N.T.S. ICF BLOCK Z SEE PLA w w FOR REINF. ¢ W BEAM- SEE PLAN FOR CONNECTION AND SIZE REMOVE INSULATION AT LOCATION - ENTIRE HEIGHT OF WALL BEAM TO WALL CONN. SCALE: N.T.S. ICF BLOCK SEE PLAN---- FOR LANFOR REINF. " mw BEAM Cal ANGLED WALL CONN, SCALE: N.T.S. 0 W = Z v s, C y 8a AT LOCATION- zg 2 N 4 ENTIRE HEIGHT OF !J 0Wo Uma= WALL Z W O o Lu 0 4 o 0 W Y/ mC WN EJ OW W i0 Q eh o�c a 01 N. y_ 0LU IX En gg 0 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. N•C•B•D•C A 0 B De 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 REMOVE INSULATION C E AT LOCATION- zg 2 N z' ENTIRE HEIGHT OF $ -' 0Wo Uma= WALL 'rFWQ� Lu m 00 -I rR8 (V m pz* °0. m ° c 0o E O zo AND SIZE <OLL 89.50z(A 0 W E CL Zli 8 U oZZN0. Q o a 0 N N .-Hl W ca C-1 Z Z m 04 Z W Wco d:Z�o o oho m Z wzzw W Z V> o d�ZO cn¢ ¢ C o:M �aa~ wLij 0OLL. a U) LLI LLI moo rn ❑ W LL 0 V1 O W 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 REMOVE INSULATION C E AT LOCATION- z' ENTIRE HEIGHT OF $ -' WALL Lu m m m BEAM- SEE PLAN, FOR CONNECTION E O c AND SIZE a W E J U < CFOZ BEAM TO WALL CONNECTION SCALE: 3/4" = 1'-0" w Sheet: Of: D-2 9 DETAILS FA; TO ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16"X3" 12" O.C. 1 2 x 6 3/16" X 3" 12" O.C. 2 2 x 8 3/16" X 3" 12" O.C. 2 IVU I L: I AP(;UNS TO BE 6" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. IS USED, USE 1/4"X4" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED. rMs,, 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 g� TO MASONRY CONNECTION DETAIL SCALE: 1/2" = 1'-0" 2X4 BOLTED TO BLOCKOUT W/ 1/2 L -BOLT @ 4' OC. ALT @PERP. WALL SCALE: 1 1/2"=1'-0" I\ /I Op IXI I/ \1 O CRETE HEADER SCHEDULE::71 F WIDTH x DEPTH REINF. NOTES 4" x 16" (1)- #4 T&B O 4" x 14" (1)- #4 T&B O 8" x 16" (1)- #4 T&B � O 8" x 14" (2)- #4 T&B Q 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 3/4"x 8" A.T.R. EPDXIED IN FILLED CELL MIN. 6 3/4" EMBEDMENT- ICF WALL SYSTEM SEE ICF02/D-2 FOR MORE INFO IM 1\ /I I V I IA1O I/ \I O 11 /I 11/ I IAIO I/ \I O 3/4"x 8" A.T.R. MIN. 6 3/4" EMBEDDED IN CONCRETE SEE PLAN FOR BEAM SIZE USE SIMPSON MBHA W/ 5-1/2" BOLTS WHEN SKEWED W/ (18) -10d NAILS IM -so BM WALL CONN UPLIFT CAPACITY - SCALE: 3/4" = V-0" MBHA 3475 Ibs. LINTEL PLo4N SCALE = 1/4" = 1'-0" #5 REINF. BAR ,Q 1� #5 STD. 900 HOOK SCALE:1"=1'O" 20" MIN.64P #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 140 SCALE: 1/2" =1'-0" 71 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. 29 FWD z p3ZNMCO N Z!;a-iu�i N Mba t�0 amaZoLO W rid F— LU y o U CLz >z 8. o N a O a ¢ N _ uj T-1OviL 5 a N W ¢ a; Z z ocmv= Z wyW� 0 y.iQ 3 C7aVH WLLI p�Q m.-IZ m Wyly Z �i pap0 = 2 W �� H Q C Xaa¢ (� oa¢ QU. W ui 0 0: U mn0 O'ni 0 LU IYLLy U) W 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 a W Q EC) Z O � W Q 4) 0 D o O6 N ■� Z W Q O c v D W JJ mo WN G� m 4 ,Y 9 RR I,L 01 N _ iv M cc 2� gg 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. 29 FWD z p3ZNMCO N Z!;a-iu�i N Mba t�0 amaZoLO W rid F— LU y o U CLz >z 8. o N a O a ¢ N _ uj T-1OviL 5 a N W ¢ a; Z z ocmv= Z wyW� 0 y.iQ 3 C7aVH WLLI p�Q m.-IZ m Wyly Z �i pap0 = 2 W �� H Q C Xaa¢ (� oa¢ QU. W ui 0 0: U mn0 O'ni 0 LU IYLLy U) W 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 Sheet: Of: L-1 9 LINTEL PLAN a EC) O 0 o O6 4) JJ m m m c iv M 00 W w, w z U) 2 � Ln O 3 E y d CID a ll� LU c U ¢ Sheet: Of: L-1 9 LINTEL PLAN NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. ICF WALL 2x4 BLOCKING AROUND CURVE. SFF PI AN [MIN. 2 TAPCON ANCHORS TO 2x J J HEADER PER PRE ENGINEERED WOOD LOCATION 3 STUDS EA END JACKS EA END 7/16" OSB W/ 6d HEADER NAILS @ 16" O.C. TRUSSES @ 24" O.C. TO SIDE & TOP NAILER U 2x W/ (2) 16d (2) TOE NAILS EACH F- END TYP. 7/16" O.S.B. 2x8 W/ (2) 16d o 2x4 SPF CONTINUOUS (3) TOE NAILS EACH END _ 2X BLK'G. TO 7/16" OSB W/ (2) 8d TO O.S.B. 7/16" OSB W/ 6d W/ 2 8d 2Q EA. END NAILS @ 16" O.C. LINTEL WINDOW OR ROOF - VERIFY W/ ELEVATIONS TO SIDE &TOP NAILER - (SEE PLAN) W/ MIN 2'-8" SPLICE AT ALL REINFORCING BARS ® O.S.B. ROOFING FELT 2x4 SPF CONTINUOUS j7/16" EA. SIDE ENTIRE HEIGHT OF WALL REINF. IN WALL SYSTEMS BLOCKING ATTACHED REFER TO THE L-1 SHEET FOR REQ'D VERTICAL that something Is unclear or needs clarification, Stop, and call the designer listed on this title page. APA RATED STRUCTURAL TO 7/16" OSB W/ (2) 8d 2X BLK'G. 4ft HIGH MAY BE A MINIMUM OF #4's @ 32" O -C. IF THE 4ft NAILS. SEE DETAIL ABOVE TO O.S.B. ■ SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES 0 Q W/ 2 - 8d 2x BUCKS SEE MS11 EA. END PER ROOF NAILING SCHEDULE) FOR MORE INFO EDGE VIE ENTIRE HEIGHT OF WALL o WINDOW ORDOOR OPN'G SEE PLAN I�P J r IQ SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES (3) 16d COMMON @ 16" O.C. —� NAILS(TYP) OR ROOF SYSTEM F0 DET. @ ARCH WINDOW FRAMINGDET. @ ARCH WINDOW FRAMING LDI SHEAR TRAN . ICF SCALE: 3/16" = 1'-0" (-�LE SCALE: 1/2" = 1'-0" SCALE: 3/4" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS HEADER PER PRE ENGINEERED WOOD LOCATION JACKS EA END STUDS EA END JACKS EA END 7/16" OSB W/ 6d HEADER NAILS @ 16" O.C. TRUSSES @ 24" O.C. TO SIDE & TOP NAILER (SEE PLAN) 2x W/ (2) 16d (2) TOE NAILS EACH (2) END TYP. 7/16" O.S.B. (3) EA. SIDE 2x4 SPF CONTINUOUS (3) BLOCKING ATTACHED 2X BLK'G. TO 7/16" OSB W/ (2) 8d TO O.S.B. NAILS. SEE DETAIL ABOVE W/ 2 8d 2Q EA. END 7'-0" MAX EDGE VIEW WINDOW OR ROOF - VERIFY W/ ELEVATIONS DOOR OPN'G OR ROOF SYSTEM F0 DET. @ ARCH WINDOW FRAMINGDET. @ ARCH WINDOW FRAMING LDI SHEAR TRAN . ICF SCALE: 3/16" = 1'-0" (-�LE SCALE: 1/2" = 1'-0" SCALE: 3/4" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING SIZE PRE ENGINEERED WOOD 2 X 6 WALL JACKS EA END STUDS EA END JACKS EA END N 11-4' 12 TRUSSES @ 24" O.C. (1) (2) WALL BEAM @ 9d WALL CONN. (2) (3) (2) _ TRUSS ANCHOR (SEE PLAN) (3) = (2) (3) Z REINFORCEMENT TO BE LAPPED w/ VERTICAL REINF. FROM 3 FIBERGLASS SHINGLES OR TILE Q ■� 2Q AT ENDS OF OPENINGS, PROVIDE (1) VERTICAL REINF. BAR WHICH IS CONTINUOUS FROM TOP OF BEAM -SEE PLAN ROOF - VERIFY W/ ELEVATIONS 30 • W/ MIN 2'-8" SPLICE AT ALL REINFORCING BARS ® HORIZONTAL REINF. ABOVE OPENING IS TO EXTEND ROOFING FELT Q y ENTIRE HEIGHT OF WALL REINF. IN WALL SYSTEMS ID REFER TO THE L-1 SHEET FOR REQ'D VERTICAL that something Is unclear or needs clarification, Stop, and call the designer listed on this title page. APA RATED STRUCTURAL ❑7 VERTICAL REINF. BELOW WINDOW OPENINGS NOT EXCEEDING 4ft HIGH MAY BE A MINIMUM OF #4's @ 32" O -C. IF THE 4ft J HEIGHT IS EXCEEDED, MAINTAIN VERTICAL REINFORCEMENT ■ SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES 0 Q s� W STRUCTURAL SH fiHING PER ROOF NAILING SCHEDULE) LJV v ENTIRE HEIGHT OF WALL o SEE PLAN I�P J r IQ FOR REINF. m' BEAM- SEE PLAN u MIN 7/16" APA-Rl kD FOR CONNECTION W `o m �; z O Q io ami C3 � BEAM @ ANGLED WALL CONN. A ATTACHED PER N I ING SCHEDULE a SCALE: N.T.S. 8(0 r1CO ri W BEAM TO WALL CONNECTION CEILING BOARD ° DETAILS ks'.- -') SCALE: 3/4" = 1'-0" VARIES W/ 3/4" P.T. NAILER METAL DRIP EDGE Q r` C a LU ROOF SLOPE 1/2" DRYWALL c ROOFING CURTAIN NAILER 1 X 4 D o 2X SUBFASCIA ti 2 STORY WALL 2X4 CONT. W/ P.T. @ WINDOWS 1 X 8 P.T. @ S.G.D. CONT. VENTED ALUM SOFFIT SEE PLAN FOR (2) 16d COMMONS SIZE AND SPACING NAILS EACH STUD TYP. T&B OR ROOF SYSTEM F0 DET. @ ARCH WINDOW FRAMINGDET. @ ARCH WINDOW FRAMING LDI SHEAR TRAN . ICF SCALE: 3/16" = 1'-0" (-�LE SCALE: 1/2" = 1'-0" SCALE: 3/4" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING SIZE 2 X 4 WALL 2 X 6 WALL JACKS EA END STUDS EA END JACKS EA END STUDS EA EN 11-4' (1) (2) (1) (2) WALL BEAM @ 9d WALL CONN. (2) (3) (2) (2) KEY NOTES (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 (2) 2X12" 2SYP (2) LSTA 30 SEE SCHEDULE 2 -ROWS 12d NAILS STAGGERED @ 12" 0/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" 0/C UNLESS NOTED OTHERWISE 2"x4" STUDS TYP. SIMPSON HTT16 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE rWFO9 WALL HEADER DETAIL SCALE: 1/2" = V-0" SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR -7 SHEATHING DETAILS 2X4 SPF BLOCKING @ 48" O.C. MAX.w/ (2) 16d END NAILS EACH END —� 2X4 BRACE@ 4'-0" ON CENTER TRUSSES (4) 12d NAILS EA. END Mal 4 1/2" GAP �_ SIMPSON HGMA 10 @ °' 4'-0" O.C. MAX. °. EXTERIOR INTERIOR ° 8" ICF WALL SEE ICF01 FOR MORE INFO /T'BMN NON-1311G. EXT. CMU WALL SCALE: 3/4" = 1 TOP SPLICE 2"x TOP PLATE 1/4" MIN. SPACE DOUBLE 10d 2 ROWS - 2"x STUD @ . ' f 10d @ 6" O/C 24" O.C. MAX. NOTE: I I�BOTTOM SPLICE PLATE LENGTHS MUST BE OVER STUD AT LEAST 8'-0" LONG. TYPICAL WF17 TOP PLATE SPLICE DETAIL SCALE: 3/4" = 1'-0" 2"x P.T. PLATE rTYPICAL INTERIOR WF*18 NON-BEARING SCALE: 3/4" =1'-0" ©! r- SEE REINFORCEMENT 1iNKI R!R mmy U HORIZONTAL REINF. ICF WALL REINFORCEMENT CHART: 11OMPH EXP. B [6" CORE WALL] HEIGHT, H VERTICAL REINF. HORIZONTAL REINF. [ftj ICF BLOCK—"""""" LOCK AT LOCATION- www.habitatseminole.org 8 ENTIRE HEIGHT OF #4 @ 32" O -C MAX #4 @ 32" O -C MAX WALL BEAM @ 9d WALL CONN. 4 SEE L-1 SHEET FOR REQ'D HEADER INFO 5 SCALE: N.T.S. KEY NOTES ❑1 VERTICAL REINFORCEMENT TO ENGAGE THE FOUNDATION BY 1 BASE PLAN REV. 07-00328 ONE OF THE FOLLOWING METHODS a.) VERTICAL WALL REINFORCEMENT TO BE LAPPED w/ VERTICAL REINF. FROM 3 FOUNDATION OR b.) VERTICAL WALL REINF. TO BE EPDXIED SEE PLA INTO FOUNDATION A MIN OF 6" EMBED 2Q AT ENDS OF OPENINGS, PROVIDE (1) VERTICAL REINF. BAR WHICH IS CONTINUOUS FROM TOP OF BEAM -SEE PLAN WALL TO FOUNDATION SYSTEM 30 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 ENTIRE HEIGHT OF WALL REINF. IN WALL SYSTEMS © REFER TO THE L-1 SHEET FOR REQ'D VERTICAL that something Is unclear or needs clarification, Stop, and call the designer listed on this title page. REINF. ABOVE OPENINGS (IF REQ'D) ❑7 VERTICAL REINF. BELOW WINDOW OPENINGS NOT EXCEEDING 4ft HIGH MAY BE A MINIMUM OF #4's @ 32" O -C. IF THE 4ft documents before construction begins and any and all corrections If needed to be made, before any HEIGHT IS EXCEEDED, MAINTAIN VERTICAL REINFORCEMENT ■ SPECIFIED FOR FULL HEIGHT WALL r- SEE REINFORCEMENT 1iNKI R!R mmy U HORIZONTAL REINF. 1548 Seminola Blvd Ste 141 REMOVE INSULATION Casselberry, fl 32707-3648 ICF BLOCK—"""""" LOCK AT LOCATION- www.habitatseminole.org ENTIRE HEIGHT OF WALL BEAM @ 9d WALL CONN. 4 SEE L-1 SHEET FOR REQ'D HEADER INFO 5 SCALE: N.T.S. 3 ICF BLOCK 1 BASE PLAN REV. 07-00328 2717BD Ray - - z 3 SEE PLA 4 FOR REINF. a IS5 BEAM -SEE PLAN FOR CONNECTION 2 NSULATION AND SIZE REMOVE INSULATION—/ BUILDER NOTICE: AT LOCATION- Its is the intent of the designer that these plans ENTIRE HEIGHT OF WALL 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. 7 SEE REINFORCEMENT TYP ICF WALL SCALE: 1/2* -1'-0' FOR CHART FOR REQ'D VERTICAL REINF. A -DETAIL SCALE: 3/4" = 1'-0" Copyright 2005 by keesee and associates, Inc 945 South Orange Blossom Trail, Apopka, Florida 32703. All rights reserved. The plans, elevations, drawings, illustrations, and other materials contained within this set are the property of keesee and associates, inc and may not be reproduced either in part or wholly in any manner MARBLE STOOL without the express written permission of keesee and associates, inc. ALUM FRAMED WINDOW W/ SCREEN 1 X 2 P.T FURRING PRECAST CONCRETE SILL N• C • B -D • C CEMENTITIOUS B D. 1 X 4 P.T. BAS DECORATIVE FINISH NAILER xgl;ICF WALLS WOOD BAS Z g FTGCONCSLA. DOWEL #5 DIA. REBAR 7" IN a' (SEE FOUNDATIO o v FOOTING. EXTEND 25" (ACI 530) W'� w 3 k'n CNI PLAN FOR MORE ABOVE SLAB. ALL LOCATIONS SHOWN Z> ON FOUNDATION PLAN o Z = INFORMATION)#5 REBAR CONT. @ SLAB LEVEL W y y V 6X610/10 ��� o c W.W.M. ° Frr,N u.i 'aF.F. TOP OF SLAB € Q a 12 C7 6 eM 2~ cc =11 I-III=III-I•I I -III -11 FINIS RAE co Z w m z mto -1 I -I I=I I=I.I W"W W� 1-III=III a a? z c C � � 85 C7 :S M m m —,— z -III=1I` `�..:• LL, O o 16" SEE FOUNDATION S01 TYPICAL WALL SECTION ICF BLOCK SCALE: 3/4" = 1'-0" i ARIES' MEE PLAN SEE PLAN BEAM- SEE PLAN FOR REINFV T FOR CONNECTION AND SIZE 1548 Seminola Blvd Ste 141 REMOVE INSULATION Casselberry, fl 32707-3648 ICF BLOCK—"""""" LOCK AT LOCATION- www.habitatseminole.org ENTIRE HEIGHT OF WALL BEAM @ 9d WALL CONN. SCALE: N.T.S. January 27, 2010 ICF BLOCK 1 BASE PLAN REV. 07-00328 2717BD Ray - - z 3 SEE PLA 4 FOR REINF. a IS5 BEAM -SEE PLAN FOR CONNECTION NSULATION AND SIZE REMOVE INSULATION—/ BUILDER NOTICE: AT LOCATION- Its is the intent of the designer that these plans ENTIRE HEIGHT OF WALL 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 BEAM I TO WALL CONN documents before construction begins and any and all corrections If needed to be made, before any ■ work is done SCALE: N.T.S. 8" REMOVE INSULATION E ICF BLOCK 8" AT LOCATION- z' ENTIRE HEIGHT OF WALL o SEE PLAN I�P J r IQ FOR REINF. m' BEAM- SEE PLAN ;; J FOR CONNECTION W `o m �; z AND SIZE Q io ami C3 � BEAM @ ANGLED WALL CONN. a w a SCALE: N.T.S. o " r1CO c Sheet: 0f: y D-2 9 BEAM TO WALL CONNECTION DETAILS ks'.- -') SCALE: 3/4" = 1'-0"