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HomeMy WebLinkAbout1819 Merthie DroiTy OF SANFORD CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION cwm�ntede �r�-�3�- Application No: 1)u structio6767067670. Value: $ %�d� G7 Job Address: %/,�7 Historic District: Yes ❑ No_p' Parcel 113:_35-11- 30-52&-c COO -" 00252 Zoning: /Z Description of Work: 8v/ `/� Sjr9!91.e 74z.y IA -e /k St cI it cf Plan Review Contact Person: k to-� Ai ae✓z? Title: 67j/S/ r Phone: k7'&96- SIBS Fax:��! ' ��Z ' /"�%5" E-mail: i d i c l efc, @ c f ( >rf. Cool J / Property Owner Information Name /b`r11f7�i `i�rr�a. J�/ �.�/•i�jf��r' �p� Phone: ��'%' �A�1'! - 5T Street: //d0 iV//1'elyca'vef Resident of property? A47 City, State Zip:�ore"�/�� ✓�� 773 Contractor Information ,. l " / Name �i 7�'r" �`ly�r✓r�r/� �"�i /i-1 se-M11rl_4y1zl1 Phone: `1 �' 7' lv9ly - `j 5 _`� Street: //,'(G A� 1,411'C4,4l 1_31yo/ Fax: Ye7- 34ti Zr- City, State Zip: A/ ,) 7.73 State License No.: AIA'f Architect/Engineer Information Name: '4esec k-6 A'05r —'a Phone: Street: J...' 466<;C/w 7r—�ai.l Fax: 7- 59 f City, St, Zip: '40 It/ 32 70-Y E-mail: Itl le -r- es c--- E-'-VA-cl, C '5 -- Bonding Bonding Company: /V/"+ Address: Building Permit X Square Footage: /676th No. of Dwelling Units: % Electrical ❑ New Service – No. of AMPS: Mortgage Lender: All Address: PERMIT INFORMATION Construction Type: a/oc.� No. of Stories: Flood Zone: Mechanical 11 (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: e I 'w ■ YI TERMITE SPECIFICATIONS. STRUCTURAL NOTES: STRUCTURAL DE = Z SIGN CRITERIA a ._ CAST IN PLACE CONCRETE PREFABRICATED WOOD TRUSSES CODES: 2007 FLORIDA RESIDENTIAL BUILDING CODE WITH 2009 SUPPLEMENT, 4 NFPA 70A-05 AND NATIONAL ELECTRICAL CODES (NEC 2008) 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 3:18-05) J SECTION R320 PROTECTION AGAINST TERMITES 28 DAYS OF 2500 PSI A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS ACI 301-05) Z 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO ANCHORS. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-05) TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING OF 0.63 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2005 EDITION V SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION WOOD FRAMED CONSTRUCTION MANUAL, 2001 EDITION Q OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE STEEL CONFORMING TO ASTM A-615 GRADE 40. FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED APA PLYWOOD DESIGN SPECIFICATION Q v yj TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. +� p UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH YIW r` Cl 0 LC A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE WITHIN THE 6". A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF caW' t+9 1>7 LLS LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL LIVE LOADS: ROOF 20 PSF (REDUCIBLE) Q 9 it C LL BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN OF BEAMS. DEAD LOAD. RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF O d TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY BALCONIES 60 PSF FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." CORNER BARS WITH A 2'-0" LAP PROVIDED THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. STAIRS 40 PSF a g h �: W 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION LIGHT PARTITIONS (DEAD LOAD), U.N.O. 20 PSF cc 2 < g 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 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. STRENGTH PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY 3000 PSICopyright 2005 by keesee and assoclates, Inc "LIQUID BORATE OR BORA-COR" PRODUCT METHODS MUST BE DETERMINED AT 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE 0 28 DAYS (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) 9 POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF 45 South Orange Blossom Trail, Apopka, PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND BUILDING DEPARTMENT. REINFORCING STEEL GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING Florida 3270All rights reserved. The plans, elevations, drawings, wings, illustrations, and other materials PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, contained within this set are the property of 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 keesee and associates, Inc and may not be UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO SCALE & OIL & SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT ALL REINFORCING BARS ASTM A615-40 40,000 PSI reproduced either in part or wholly in any manner PREVENT INSECT INFESTATION. BE SUPPORTED ON PRE -CAST CONCRETE PADS, TOP REINFORCING SHALL BE STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A ALL STIRRUPS AND TIES ASTM A615-40 40,000 PSI without the express written permission of POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR keesee and associates, Inc. & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REVIEW AND APPROVAL PRIOR TO FABRICATION. FIBERS PER CUBIC YARD REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP CONCRETE ASTM C90-03, STANDARD WEIGHT UNITS, fm=1500 PSI N-CD• c OPTIONAL: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. INDICATED ON THE DRAWINGS: DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND MASONRY MORTAR TYPE "S" 1800 PSI A 0 FIGS, WALLS, COLUMNS, BEAMS, SLABS: ALL TRUSS TO TRUSS HANGERS. UNITS: CONCRETE GROUT 3000 PSI D FILLED CELL REINFORCING: 36 DIA. OR 2'-0" MIN. CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION e TEMPERATURE REINFORCING: 40 DIA. OR 2'-1" MIN. WELDED WIRE MESH: 20 DIA. OR 1'-0" MIN. , STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O i?ADON CCAS 8" LAP STEEL: SHOP AND FIELD WELDS: E70XX ELECTRODES WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" ALL BOLTS CAST IN CONCRETE: ASTM 136 OR ASTM A-307 OF THE 2007 FLORIDA RESIDENTIAL BUILDING CODE IS TO BE IMPLEMENTED. MASONRY WALL CONST. CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.L. THEREFORE, UPLIFT CONNECTORSZg ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 PSI SHALL BE REPLACED WITH 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, WOOD FRAMING: BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. c w c 3000 P.S.I. FOR THE CONCRETE STRENGTH. TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS N0. 2 SOUTHERN YELLOW PINE (19% M.C.) M COMPRESSIVE STRENGTH OF 1900 PSI f'm = 1500 PSI ROOF DECK: PLYWOOD C-C/C-D EXTERIOR or OSB (SPAN RATED 24/16) rc °w 3 0 ro ( ) AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS w (o a 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING FLOOR SHEATHING: T&G A-0 GROUP 1 APA RATED (48/24) Z r � o N m sv -i 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUMWALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB 90 L4 LU 6 an WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS o 3 M x H AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH VERSA LAM BEAM Fb = 2900 PSI (2.OE) p Z � Q R a2 / OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. WOOD COLS, pARALLAM 2.0E U.N.O. o a� A����I A I ON� AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF S � � E UO � I 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS THESE WALLS.;3 W WITH THE CELLS FILLED WITH COARSE GROUT. a ~ Cn ) - O 2 DESIGN LOADS: SHINGLE ROOF: o RW Q o M a 2 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND U- Q • • �- �% . � A.B. Anchor Bolt Fir. Sys. Floor System Rad. Radius TOP CHORD LIVE LOAD: 20 PSF � 0 0 BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. v, w Z z c'H Z � Abv. Above RPI. Fireplace Ref. Refri erator FIELD REPAIR NOTES TOP CHORD DEAD LOAD: 7 PSF OWL., y3 Z y N a g REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY w W m N n A/C Air -Conditioner Ft. Foot / Feet Req'd. Required CELL TYPICAL UNLESS OTHERWISE NOTED. i o M w - .24 Adj. Adjustable F Footing 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WOOD ROOF BOTTOM CHORD DEAD LOAD: 10 PSF z" y w M „ Cc o 1 1 g Rm. Room W Z ci P a c Rnd. Round DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. W/ 1/2" DIA. EPDXY ANCHORS WITH 6" EMBEDMENT. SIMPSON TRUSSES: 37 PSF w g = o a A.F.F. Above Finished Floor FX Fixed " " a 1 � C� E � 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, SET EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS �¢ Z A.H.U. Air Handler Unit Galy. Galvanized R/SH Rod and Shelf METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW BOTTOM CHORD ATTIC LIVE LOAD: 10 PSF o m LL w vi RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR ALT. Alternate G.C. General Contractor SO. Smoke Detector STEPS. (NON -CONCURRENT) c UJ �, E W w GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS ¢ (n o B.C. Base Cabinet G.F.I. Ground Fault Interrupter S.F. Square Ft. PROHIBITED. 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT 00 ° B.F. Bifold Door G.T. Girder Truss Sh. Shelves THE LOCATION OF THE OMITTED REBAR, AND INSTALL A 32" LONG #5 SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN n 1 fe LU Bk Sh Book Shelf Hdr. Header SHT Sheet BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING o Bm. Beam Hgt. Height S.L. Side Lights (SIMPSON "SET", EPDXY), MIXED PER MANUFACTURER'S INSTRUCTIONS. A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED DEAD LOAD. BOT. Bottom HB Hose Bibb S.P.F. Spruce Pine Fr WOOD CONSTRUCTION FROM THE HOLE BY BRUSHING AND AND USING COMPRESSED AIR PRIOR B.P. Bypass door Int. Interior Sq. Square TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF Brg. Bearing K/Wall Kneewall S.Y.P. Southern Yellow Pine " MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NDS NATIONAL DESIGN WAY DURING BOND BEAM POURVALUE: SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS . Cir. Circle K.S. Knee Space Temp. Tempered SPECIFICATION FOR WOOD CONSTRUCTION", 2005 EDITION. IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY Clg. Ceiling Laun. Laundry Thik'n. Thicken 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND 3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE 44 PON %ntw Col. Column Lay. Lavatory T.O.B. Top of Block MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE FOUNDATION POUR FOR VEF2IFICATION OF FOUNDATION DESIGN. SOIL TO BE END BRACING) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER CONT. TO FOOTING) COMPACTED TO AT LEAST 95% OF h1;J(. DRY DENSITY AS DETERMINED BYkT1TfHft0U1,kae Comp. A/C Compressor L.F. Linear R. T.O.M. Top of Masonry 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE C.T. Ceramic Tile L.T. LaundryTub 2 GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. ASTM -1557 ( MODIFIED PROCTOR ) T.O.P. Top of Plate 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/s" X 21/a" D Dryer Mas. Masonry Trans. Transom Window 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 Dec. Decorative Max Maximum Typ. Typical SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). Ded. Dedicated Outlet M.C. Medicine Cabinet UCL Under Cabinet Lighting SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise 4. FASTENERS FOR PRESSURE PRESERVATIVE, TERMITE TREATED AND 2007 FLORIDA BUILDING CODE Dia. Diameter Micro. Microwave VB Vanity Base STEEL, TA STAINLESS STEED WOOD SHALL BE OF ED GALVANIZED SILICON BRONZE OR COPPER. RESIDENTIAL SECTION R301.1 & R301.2 Disp. Disposal Min Minimum Vert. VerticalNO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN Dist. Distance M.L. Microlam V.L. Versalam 3 IN A ROW. IFGIRDER TRUSS CONNECTIONS ARE MISSED CONTACT AND ASCE 7-05 D.S. Drawer Stack Mir. Mirror VTR Vent through Roof ENGINEER OF RECORD FOR SUBSTITUTION, D.V. Dryer Vent Mono Monolithic W Washer D.W. Dishwasher N.T.S. Not to Scale W/ With GUTTER REQUIREMENTS IBUILDING ,DATA Ea. Each Opn'g. Opening W/C Water closet 1548 Seminola Blvd Ste 141 E.W. Each Way Opt. Optional W.A. Wedge Anchor 1. WHEN SEPTIC FIELDS ARE LOCATED IN THE FRONT OF THE HOUSE, GUTTERS ARE REQUIRED TO DIRECT RUNOFF AWAY FROM LEACH FIELDS Casselbe"' fl 32707-3648 Elec. Electrical Pc. Piece Wd Wood MEAN ROOF 15 FT. NIGH WIND LOADS BASED ON FBC, SECTION CHAPTER 16 &ASCE 7-05 Elev. Elevation Ped, Pedestal WP Water ProofWIND SPEED 1 W 10 MPH (3 SEC. GUST) Ww.habitatseminole.or Ext. Exterior P.L. Parallam TYPICAL FOR SINGLE STORY HOMES 9 WIND IMPORTANCE FACTOR - (Iw) = 1.0 CATEGORY II Exp. Expansion PLF Pounds per linear foot) INTERNALL PRESSURE - F.B.C. Florida Bldg. Code Pit. Ht. Plate Height I "B" ( FBC CHAPTER 16 URE COEFFICIENT = +/- 0.18 (ENCLOSED) Fin. Fir. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Fir. Floor P.T. Pressure Treated THIS DRAWING AND DESIGN IS VALID DESIGN WIND PRESSURE: January 14, 2010 Fdn. Foundation Pwd. Powder Room FOR 12 MONTHS AFTER THE DATE IT (COMPONENT AND CLADDING) WORST CASE (10 SF- END ZONE) IS SIGNED AND SEALED OR WHILE # END ZONE IS ONLY WITHIN 5'-0" �V IONV CURRENT CODE IS VALID OF ALL EXTERIOR BUILDING CORNERS 011111 1 BASE PLAN REV. 07-00328 REVFOR WINDOWS & DOORS SEE FLOOR PLAN 2 1-14-10 ATC KA/mk a FOR ACTUAL PRESSURES 3 DATE DESCRIPTION BUILDING TYPE SINGGEE8 DORS +19.1 PSF/-21.6 PSF 4 DOUBLE 16x7 +18.3 PSF / -20.4 PSF 5 05-29-09 2007 CODE UPDATE TYPE V -B (� DRAWING ''� !' I j�I j� INDEX BUILDER NOTICE: SWEEPNO, DRAW I 1 `G SWEET INDEX Its is the intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project. In the event 1 STRUCTURAL NOTES that something is unclear or needs clarification, Stop, and call the designer listed on this title page. 2 FOUNDATION PLAN if is the responsibility of the licensed professional that is 3 FLOOR PLAN documents before constructing cons project fully review these begins and any and all corrections if needed to be made, before any 4A ELEVATIONS GABLE is tarD work is done 5 ELECTRICAL PLAN xbw 6 WATERPROOFING DETAIL Ha 6 - W e O Z O D-1 DETAILS c O l D-2 DETAILS I s 1 LINTEL PLAN m m m H rn o M �E (D E 04 CL U www.habitatseminole.or 2010-0059 Sheet: Of: 1 10 PLAN 1052 3BR STRUCTURAL NOTES W U LA. 0 I 0 4" SLAB CURB W/ 145 CONT. W_W_M_ 8" (VERIFY) 4" SLAB 0'0' F.F. ,F, •' VARIES GRADE --_4-- ,I • N Z 16" X 20" MONO N : • , T1FTG W/ 2 #5 ,! :.',;v : , 2 # 5 REBAR ` REBAR CONT 16" MIN LAP 25" 16" SINGLE STORY FTG 2 SECTION @ GARAG _LRFARIN(•; �^Al 1=. A i2" = 1'O° C.M.U. WALL SCALE' 1/2'-'= 1'0" SEE FND. PLN FOR STEP DOWN HGT (TYP 4 ) F.F. PORCH FIN. FLR. -------------- - ���;_��';�; N�', •�' 1/2" EXP. JOINT 16" , 4 PORCH STEP DOWN SCALE: 1/2" = 1'0" F.F. 4" SLAB ' 2- #5 REBAR 4' 1'-0" 5 THICKENED EDGE BEARING SCALE: 1/2" =1O" POST & POST SIMPSON ABU66 w/ VARIES SEE (12) 16d NAILS TO POS FOUNDATION PLAN F.F. AND 5/8"x18" LONG A. 3. 4" SLAB HOOK BELOW FTG. REN. _ 4 CONC. PAD W/ • REBARS EA. WAY • , • ,' PER INFO ON FOUND. PLAN SEE FOUNDATION FOR -ISIZE & REQUIRED REBAITI 7 COLUMN PAD DETAILS NO SCALE PROVIDE.1 1/2" RECESS AT SGDEXTEND SLAB LOCATION 8" WIDE �1-1/2" BEYOND WALL FACE 0'0" FIN. FLR. 1/2' EXP. JT. S.G.D. SILL DETAIL BEARING SCALE: 1/2" = 1'0" W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/, SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN SEE s K fK. PLAN 1 CONTROL JOINT DETAIL SCALE:1/2"=1'-0" / •, . STEP DOWN NON BRG. SCALE: 1/2" = 1'0" All c•1 wo (�3 THICKENED EDGE SCALE: 1/2" = 1'0" 6 EXT DOOR SILL SCALE: 1/2" = 1'0" 4" X 8" X 16" CMU TILE SILL BY z TILE CONTRACTOR CL (RAISED OR FLUSH) cq F.F. REINF. SEE = PLAN fib, �•. stl_ 2#5REBAR ISECTION @ SHOWER )— 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" `� • , \ ' TY • SEC. CORNER BAR ONE 16" MAX STEP FOR EA. HORIZ. 2 #5 CONT REBAR, TYP. U.N.O. SEE TY SEC. .1611 CONTMIV TYP. CORNER BAR TYP. STEP FTG. DETAIL PLAN DETAIL 1 SCALE. 1/2"=1'-0" q HAN: BOX 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 I/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. PLUMBING RISER N.T.S. NOTE: Licensed Plumber to verify and has the authority to change as needed to comply with the current code. TO SANITARY SEWER 12'-0" 7'-2" 40'-0" 28'-0" 15'-4" SOOTING SCHEDULE EXTEND SLAB SIZE r1-1/2" BEYOND 16" X 20" MONO J BLOCK FACE FTG W/ 3 #5 I 1'-0" REBAR CONT ''� F.F. MIN LAP 25" 1'-0" 4 #5 E.W. BOT. 15600 ,5 3'-6" X 3'-6" 2- #5 REBAR ♦ '' '' • ' 21500 F4.0 6 EXT DOOR SILL SCALE: 1/2" = 1'0" 4" X 8" X 16" CMU TILE SILL BY z TILE CONTRACTOR CL (RAISED OR FLUSH) cq F.F. REINF. SEE = PLAN fib, �•. stl_ 2#5REBAR ISECTION @ SHOWER )— 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" `� • , \ ' TY • SEC. CORNER BAR ONE 16" MAX STEP FOR EA. HORIZ. 2 #5 CONT REBAR, TYP. U.N.O. SEE TY SEC. .1611 CONTMIV TYP. CORNER BAR TYP. STEP FTG. DETAIL PLAN DETAIL 1 SCALE. 1/2"=1'-0" q HAN: BOX 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 I/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. PLUMBING RISER N.T.S. NOTE: Licensed Plumber to verify and has the authority to change as needed to comply with the current code. TO SANITARY SEWER 12'-0" 7'-2" 40'-0" 28'-0" 15'-4" SOOTING SCHEDULE MARK SIZE DEPT REINFORCING GRAVITY CAP. Abel F2.5 21-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3,p 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 ,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 49-6" X 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 U) N °2Z No � a F6.0 6'-0" X 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 �-Im 40'-0" TYP. CORNERS r—OUNC),4T I ON f DL.4N SCALE = 1/4" = 1'-0" zz v � N W Q WINDOW ( I WINDOW ZZ o� C z O co Ir 3z�a OPN'G OPN_G Q CM .� 0 c Z O Q8� W ~ ----------------------------- ------------- W /y U) N °2Z No � a 1 : WN =M °U, Ca Q W : Cui $o N M oL$ = ad , I I '-C 44 v ° a 0 , 12'-7" 15'-5" Rt E LU oo W o mth m 20 (L P� w rn 0 U W I m o 'P a 2 VERIFY LOCATION C9 iA QaI i 0. CS W OF A/C COMP. N �P I .� U IN FIELD W/BUILDER ' rr 1r--1 HVAC 1 El o ~W o� r r CHASE LLL- c � c % \ IZD i 1 e•1 III 1,� � ,y� I lI 1 1 I : 21'-8" 6'-4- C.J. ' I --r-- 1 1 - - - - - - --}-- - - - - - --r- � NOTICE TO PLUMBER: 3 VERIFY ICF BLOCK SIZE WITH BUILDER I I , r• = 1 a- AND ADJUST AS NEEDED THIS PLAN , - - LV I HOSE 3.01 WAS DESIGNED FOR ICF 4" CORE WITH �, BIBB V.T.W-1 TOTAL WIDTH OF 9.25" I TUB/SHOWER I II 1 L -__-__-JI N N r---------- - -�•-r I ILi W 1:Klz HOS v /x;3,0 BI i Ls —JJ I : 1 I I 1 00, 00 i 1 LV LO ' 101-6" 1,-6„ WH I 6 `------- - 110 - -- ------------j'�- ------ — — — — — — — — — — —1 - P ,G , I 4" EPI DOW — - - - - C.J.- _� � 4 M 1: IRF I i - C.J.' 4 I , (7 10 F- I _ IZ d '-2" 8'-6" 11'-1 " 3'-8" 10'-7" 3'$" 13::0 a 10 o zl IL Q 1 DOUBLE ' 1 I - : rn SINK rn = z I ( I r 1r N I 1 u o II O W° I I -----II_o -- --------------- Q � I• v WINDOW W N U Z I 0p 1 ��O P. C.J. - I J ~ 6 I 1 I- - - - 12'-0" - 4'-0" 6'-4"10 z 4 oai: I I = _LO, r________ _____ _________ __________ ---------- WINDO W OPN'G ' I I I S = ( aP 1 -----------�--------- ---- ------- - -------N --- F3,p F3.0 F3.0 12'-3" 10'-9" 11'-0" 6'-0" 7 40'-0" TYP. CORNERS r—OUNC),4T I ON f DL.4N SCALE = 1/4" = 1'-0" zz v � N W Q E O ZZ o� C z O co Ir 3z�a p Q CM .� 0 c Z O Q8� W ~ Im pz W /y U) N °2Z No � a o cc WN =M °U, Ca Q W Cui $o N M oL$ = ad cc '-C 44 v Copyright 2005 by keesee and assoclades, 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�Yf c B D. Z� L: E O ZZ o� z O co Ir 3z�a p CM N 5 0 n W ~ pz lA /y °2Z No o ULy O O U zO�U Cui $o ..�� M oL$ Xz°� $ o waNoEUJ ° a 0 O N z Rt E LU oo W o mth m 20 (L P� w rn 0 U W N P m o 'P a 2 UJ W V C9 iA QaI a 0. CS W N �P V 1- G� .� U W WD =�LL'n rn El o ~W o� 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 J. 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 c 11109101111! w ° Sheet: � Of: 10 FOUNDATION PLAN L: E O to z O co p o 2 t /y m m O O W rnw M 00W ° a 0 N z Liti = E a E v 20 (L P� w t � U a c 11109101111! w ° Sheet: � Of: 10 FOUNDATION PLAN 1/4" PL. GLS. MIRROR X 0 BACKSPLASI-�v x _ N pQ N =� N Q COLUMN SCHEDULE ® +21.8 / -23.6 LL ARK 0 CD a- 0 © +20.8 / -22.6 O +20.8 / -27.2 • 4 (6) 16d TOENAILS 0 QE +19.5 / -21.3 O +19.5 / -24.6 G2 (3) 2X4 #2 SPF LTT206 W/ 1/2" WEDGE ANCHOR & (10) 16d NAILS 1740 J J Q SEE COVER Q SEE COVER G3 (3) 2X4 #2 SYP (6) 16d TOENAILS 0 Z �_ SEAM SCHEDULE C4 1/4" PL. GLS. MIRROR X 0 BACKSPLASI-�v x _ N pQ N =� N Q 0 0 1 BATI-IROOM 110 MPH OPENING PRESSURES ENCLOSED COLUMN SCHEDULE ® +21.8 / -23.6 LL ARK 0 CD a- 0 © +20.8 / -22.6 O +20.8 / -27.2 CI 4 (6) 16d TOENAILS 0 QE +19.5 / -21.3 O +19.5 / -24.6 0 0 1 BATI-IROOM 110 MPH OPENING PRESSURES ENCLOSED COLUMN SCHEDULE ® +21.8 / -23.6 ® +21.8 / -29.1 ARK COLUMN SIZE BASE) CONN, 4 FASTENER UPLIFT(Lb) © +20.8 / -22.6 O +20.8 / -27.2 CI (3) 2X4 #2 SPF (6) 16d TOENAILS 0 QE +19.5 / -21.3 O +19.5 / -24.6 G2 (3) 2X4 #2 SPF LTT206 W/ 1/2" WEDGE ANCHOR & (10) 16d NAILS 1740 J J Q SEE COVER Q SEE COVER G3 (3) 2X4 #2 SYP (6) 16d TOENAILS 0 Z �_ SEAM SCHEDULE C4 (3) 2X4 #2 SYP LTT20B W/ 1/2" WEDGE ANCHOR & (10) 16d NAILS 1740 1 lyl I MARK HEADER SIZE REMARKS G5 (2) 2X6 #2 SPF (6) 16d TOENAILS 0 Q BO BI„1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE O) 0 (2) 2X6 #2 SPF LTT20B W/ 1/2" WEDGE ANCHOR* & (10) 16d NAILS 1740 C -I (2) 2X6 #2 SYP (6) 16d TOENAILS 0 M (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE ° 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 d 0 C9 4X4 P.T.#2 SYP POST ABU44 W/ 5/8" ATR** & (12) 16d NAILS 2200 C. !'I M (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU COL. CIO 6X6 P.T. #2 SYP POST ABU66 W/ 5/8" ATR** & (12) 16d NAILS 2300 CI1 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 MS (2) -13/4" X 111/4 LVL 2.0E Fb=2950 CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU COL. GIZ 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 G13 3.5X7 P.L. 2.0E Fb=2900 (WOLMANIZED IF EXT.) PHD6-SDS3 W/ 7/8" ATR*** & (18):1/4-X3- SDS WOOD SCREWS 5860 M (2) -13/4" X11 7/8 LVL 2.0E Fb=2950 CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU COL. C14 5.25X5.25 P.L. 2.0E Fb=2900 (WOLMANIZED IF EXT.) PHD6-SDS3 W/ 7/8" ATR*** & (18):1/4"X3" SDS WOOD SCREWS 5860 *VERIFY W/ PLAN CORRECT LENGTH OF BEAMS REQUIRED * MINIMUM ** MINIMUM *** MINIMUM 4.5 INCH EMBEDMENT 6 INCH EMBEDMENT 8 INCH EMBEDMENT FOR 1/2" WEDGE ANCHOR FOR 5/8" ATR FOR 7/8N ATR N v R bo 4 BID BIBB 12'-0" 7'-2" RANGE/HOOD O O KITCHEN 40'-0" 28'-0" 15'-4" I I O 25 SH I O 25 SH I I VERIFY LOCATION OF A/C COMP. IN FIELD W/BUILDER OP N REF. INTERIOR ELEVATIONS SCALE: 3/8"=1'-O" GENERAL NOTES • 1 "If water based ceiling texture material Is used, provide 'A" Gypsum board for 16" o.c. framing, or 5/8" Gypsum board for 24" o.c. framing. Note 'A" Sag -Resistant Gypsum board may be used I.L.O. of 5/8" Gypsum. 5/8" Type "X" Gypsum board must be Installed on Garage ceiling beneath habitable room(s). 2 R309.1.1 Duct penetration. Ducts In the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 Inch minimum rigid nonmetallic Class 0 or Classl duct board, or other approved material and shall have no openings Into the garage. 3 Door from Garage Into House must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door 4 Any accessible space under a stairway shall be protected with :/s" 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 -coiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. WALL LEGEND 2x4 FRAME WALL 11111111111111111111111111 M 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" :7 V W = a L: � 1 INaI I H 1 u O '0100 i nn I � I Ilw-- ft _zN BAC PLASH x I IIYI J J I Iwl I a Q 1 1�1 I r?j 3 Z �_ a O (0) I INi i Q U 1 lyl I W = 1 Inl I � q i� W Q BO m W O) 0 REF. INTERIOR ELEVATIONS SCALE: 3/8"=1'-O" GENERAL NOTES • 1 "If water based ceiling texture material Is used, provide 'A" Gypsum board for 16" o.c. framing, or 5/8" Gypsum board for 24" o.c. framing. Note 'A" Sag -Resistant Gypsum board may be used I.L.O. of 5/8" Gypsum. 5/8" Type "X" Gypsum board must be Installed on Garage ceiling beneath habitable room(s). 2 R309.1.1 Duct penetration. Ducts In the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 Inch minimum rigid nonmetallic Class 0 or Classl duct board, or other approved material and shall have no openings Into the garage. 3 Door from Garage Into House must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door 4 Any accessible space under a stairway shall be protected with :/s" 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 -coiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. WALL LEGEND 2x4 FRAME WALL 11111111111111111111111111 M 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" :7 V W = a 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. B D. z. Q W a .�jz M � W3 �a 4 3 � fV fh " C4 Zz5,u�iv, W �pdp°' ;° aVrno Q YZ f W0 4 as 0 cc�(7�i �' W oLLN Q Q c r` = a LdN Nig a Z0 LL E Z IL F Z m rl 2Z 00= OPLL 0 W y m80 ga m W 2 W Z C Q Q C iL o�� W MW ox WUi iu� V a IL U �FOMWE W Ln o ei00 W308 0 1:1 LL 0) oW 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 L: � H Q O '0100 � ca J o a � �J Z �_ a O (0) o W 0: Q i� W m W O) 0 o fn d r 1g v Copyright 2005 by keesee and associates, Inc 945 South Orange Blossom Trail, Apopka, Florida 32703. All rights reserved. The plans, elevations, drawings, illustrations, and other materials contained within this set are the property of keesee and associates, inc and may not be reproduced either in part or wholly in any manner without the express written permission of keesee and associates, Inc. B D. z. Q W a .�jz M � W3 �a 4 3 � fV fh " C4 Zz5,u�iv, W �pdp°' ;° aVrno Q YZ f W0 4 as 0 cc�(7�i �' W oLLN Q Q c r` = a LdN Nig a Z0 LL E Z IL F Z m rl 2Z 00= OPLL 0 W y m80 ga m W 2 W Z C Q Q C iL o�� W MW ox WUi iu� V a IL U �FOMWE W Ln o ei00 W308 0 1:1 LL 0) oW 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 L: 9 9 1.02 C Sheet: Of: 3 10 o: FLOOR PLAN L: E O '0100 � ca p o � �J �2cc li 0 i� W m O) 0 Li% ° a y z O E d 0 W E � C. !'I c4 L: 9 9 1.02 C Sheet: Of: 3 10 o: FLOOR PLAN W N Ln r -I HIF ROOF PLAN NTS 2'-0" OVERHANG 7-0-0 TYP. A U.N.O. LO U U U M. TO L CONC Q 5-0-0 A TYP. U.N.O. A It LO O U 1� 1 `+ TYP. @ FRONT 607 [O� ENTRY FRAME T1306 B05/ C)2X 1A M X2 B �j U Uu 1� 40-0-0 TYP- A U.N.O. CV O ERA I IIS TYP. @ HIP I TYP. @ FRONT JACK @FRAME C ENTRY FRAME 23-0-0 CONNECTOR SCHEDULE ROOF FRAMING NOTES MARK SIMPSON CONNECTOR W/ FASTENERS TYPE SPP 8YP TILE ROOFING SYSTEM (SIZE ARCH.) OVER MIN. 1/2" CDX (4 PLY) PLYWOOD SHINGLE ROOFING SYSTEM (SIZE ARCH.) OVER MIN. 7/16" OSB ON O PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE HETA16 W/ (9) -10d X 11/2" HETA20 W/ (9) -10d X 11/2" FRAME TO CONCRETE 1810 1810 HUS26 H2.5A W/ (10) - 8d NAILS FRAME TO FRAME 535 600 O Cy L HUS28 FRAME (0) D§ L THD26-2 HHUS28-2 CO H10 W/ (16) - 8d X 11/2" TO FRAME 850 990 Da L MTS12 W/ (14) -10d X 11/2' FRAME TO 860 1000 O HGUS262 0)— E11L FRAME HGUS28-2 (0) E2J L MGT W/ (22) -10d NAILS & 5/8" ATR W/ 5" EMBEDMENT FRAME TO 3140 3140 E HGUS28-3 (0) W SIMPSON "SET" EPDXY CONCRETE HGUS210.3 (0) E5 L HTS -20 W/ (24) -10d X 11/2" FRAME TO 1245 1450 O HGUS5.5/14 (0) E7J L FRAME HGUS48 (0) Eh HGT-2 W/ (16) -10d W/ 5" EMBED (2) 5/8" DIA. BOLTS FRAME TO CONCRETE 6280 6280 O MIT416 FGTR* W/ (18) -SDS 1/4" X 3 FRAME TO CONCRETE 5000 5000 O lO qm 00 0 (2) HETA16 / (2) HETA20 1 PLY W/ (12}10d X 11/2" FRAME TO 2035 2035 LSSH28 2 PLY W 14 16d X 11/2' CONCRETE 2500 2500 0 ~ (0) FRAMETO SKH26R SUL210 O (2) LGT-2 W/ (32}16d SINKERS (14) 1/4" X 2 1/4" TITENS CONCRETE 3700 4300 !,`"R O SIMPSON HU410 OR HUC410 (MAX) W/ (18) 16d & (10) 10d BEAM TO LL -.-,e 1810 _ _F_IN.FLR _ (0) NAILSBEAM SKH41OR SUL414 (0) M-LIt SIMPSON HU410 OR HUC410 W/ (18) TITEN 1/4"X 13/4" BEAM TO (0) 1085 O HUS48 (0) & 10 10d NAILS CONCRETE HUSC410 (0) Simpson HUSC410 THJA26 (0) PJ 'f 28-0-0 THA422 CJ 1 -A01 A02 TMP, CA U.N.O. A03 A06 A07 TYP. CA A08 U.N.O. EJ 7 17-0-0 A TYP. U.N.O. HIP TRUSS LAYOUT Truss Hangers USP E uivilent Label (Qty.) Symbol Label HTU26 (0) Al L FORMULA =FRBC Sec R806.2 THA29 (0) aJ L MSH29 HUS26 (0) c11 L HUS26 HUS28 (0) Cy L HUS28 HHUS26-2 (0) D§ L THD26-2 HHUS28-2 (0) D3 L THD28-2 HHUS46 (0) Da L THD46 HHUS48 (0) D5 L THD48 HGUS262 0)— E11L THDH26-2 HGUS28-2 (0) E2J L THDH28-2 HGUS210-2 (0) E3 L THDH210-2 HGUS28-3 (0) EJ L THDH28-3 HGUS210.3 (0) E5 L THDH210-3 HGUS5.5/12 (0) ES L THDH612 HGUS5.5/14 (0) E7J L THDH614 HGUS48 (0) Eh THDH48 HGUS410 (0) E9J L THDH410 MIT416 (0) FJ L TR416 LSU26 (0) eJ L TMU26 LSSU28 (0) "J L LSSH28 SUL26 (0) JL�e SKH26L SUR26 (0) „R SKH26R SUL210 (0) NL/d SKH210L SUR210 (0) !,`"R SKH21OR SUL410 (0) LL -.-,e SKH410L SUR410 (0) s`u' SKH41OR SUL414 (0) M-LIt SM414L SUR414 (0) „MR SKH414R HUS48 (0) N11 L HUS48 HUSC410 (0) N2LJ HUSC410 THJA26 (0) PJ 'f HJHC26 THA422 (0) Q11 L MSH422 THAC422 (0) Q2L J MSH4221F THA426 (0) RIJ L MSH426 THAC426 (0) R21. J MSHC426 2X4 con . band Trusses held back 1/2" di' frame walls or i' a concrete walls. FLOOR TRUSS END DETAIL s.o Plumb cut overhangs �/ 3.0 12 1'-4" 8' ROOF TRUSS END DETAIL Y U O M LL 0 0- 0 EXTERIOR NOTES R703.6 Exterior plaster. GENEfRo4L NOTES: R703.6.1 Exterior use of portland cement plaster shall comply VENTILATION CALCULATIONCALCULATIONwith the application requirements of ASTM C 926. 3 D 3 R703.6.2 Installation of exterior lathing and framing shall comply with m _RN. FLR the application requirements of ASTM C 1063. O R703.6.3 Where cement plaster (stucco) is to be applied to lath over FORMULA =FRBC Sec R806.2 frame construction, measures shall be taken to prevent bonding between the S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) cement plaster and the water resistive barrier. A bond break shall be provided between the water residtive barrier and the cement plaster (stucco) consisting * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH of one of the following,"..,., REQUIREMENT 1. Two layers of an ao0oved water resistant barrier material complying with SeWOn R703.2, or 0 2. One layer of an apO6ved water resistant barrier complying with Section R703.2 over an al;0"ved plastic house wrap, or 1,466 TOTAL S.F. 351.84 SQ. INCHES OF 3 Oft Off Ridge 3. Other approved mW iuds or materials applied in accordance with the :30 ROOF VENTILATION REQUIRED Vents Required manufacturer's ins i dation instructions. rid SO -0 --aim 12 4 ROOF CRITERIA -24" OVERHANG U.N.O. -PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING 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. VN•C•B•D•C B Do a O WN10 INN REAR ELEVATION SCALE 1/4" = 1'-0" L: 3 D 3 23 SH DBL 25 25 SH H m _RN. FLR z Wop CL� 0 a 0 O QWO ® In 00 ® E3 E3 E3 4 Q 0- O H ¢F-3 0 rp N d :30 FIN.FLR 25 SH rid SO -0 --aim M m 0 2 2oX�n F— 0),0 W8 N Z CL oCL..W FIN.FLR -- l — 3068 DR boo 3068 DR FIN FL RIGHT EVATION SCALE 1/4" = 1'-0" 12 4 a>_ O z_ s � Q �000 CL O FIN.FLR -� LEFT ELEVATION SCALE 1/4" = 1'-0" 3068 DR oQo Y U 0 m U. 0 a 0 FRONT ELEVATION SCALE 1/4" = 1'-0" Y U O m LL O CL 0 H dg Z N L: 23 SH DBL 25 25 SH H m _RN. FLR z Wop CL� 0 a 0 O QWO ® In 00 3068 DR oQo Y U 0 m U. 0 a 0 FRONT ELEVATION SCALE 1/4" = 1'-0" Y U O m LL O CL 0 H dg Z N L: E O QWO a 00 ¢F-3 0 rp N d :30 w CG rid SO -0 --aim M m 0 2 2oX�n F— 0),0 W8 N Z CL oCL..W Iiinu_ Lt% E C4 0 o w z = O —nQ \20- No FL Tq w ox c°0 zZ� �Z Nva 3 imZp: W M - m�� (7aV� W y ya0p "k) ca W W�a Z C n~ Q C �jr Z 0 W N ow U LOL �rAW �U w F W IL N �W OF 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 Y O 1 BASE PLAN REV. 07-00328 0 2 1-14-10 ATC KA/mk CL 3 O 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 1.L: 777 ELEVATIONS (HIP) L: E O a 00 0 � d CG -0 --aim M m 0 2 F— 0),0 M �° n Lt% E C4 0 CN w z = O E FL Tq w c°0 1.L: 777 ELEVATIONS (HIP) ELECTRICAL PLAN. SCALE = 1/4" = 1'-0" HOSE BIBB NOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R313.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 72. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. 2008 NEC 406.11 $2 $3 $4 $DM (JWP 0 ELECTRICAL LEGEND SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH DIMMER SWITCH CEILING FIXTURE ® SMOKE DETECTOR SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT I 2 DOOR BELL CHIMES WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET DOOR BELL D 0 DISPOSAL SPECIAL SERVICES OUTLET o T.V. CABLE OUTLET CARBON MONOXIDE/ CM SMOKE DETECTOR SP COMBO UNIT RECESSED LIGHTING FLOOD LIGHT FLUORESCENT LIGHTING TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT I 2 DOOR BELL CHIMES WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET DOOR BELL D 0 DISPOSAL SPECIAL SERVICES OUTLET o T.V. CABLE OUTLET LD DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING � ❑ cn JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM ZZ°�zd ® GARAGE DOOR 2z yl�z �t PUSH BUTTON OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMN. 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER :DISCONNECT AIN OR f—A/C DISCONNECT UNDERGROUND 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. rr, 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. B D. z U'd cn z W. O�tp N O jJyN WJb� NN CO ZZ°�zd Q m 2z yl�z �t o a VgLLU) 0 �o� �O Z No° Q U) Q 5;" E A U- a Ta 2 UFp E U i E0 W N0 ¢a 2 Z n $tea ZF 3 v, woZo LL rx m O oho 0 Z, CZ-7aV Lw N m�z m wy Zw Z CLQ oat Q C X(L��E 9 RD or W N Q U F0F N ix U ❑ W H m 0 W 0 UJ 1=LLN N Ow 8 E 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 L: 7"7 w ELECTRICAL PLAN z O_ o O > d NN d m m m F— o M0` Z No° o 5;" E a Ta 2 E U i !'� W J Q L: 7"7 w ELECTRICAL PLAN MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH . , RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER THESE DETAILS ARE GENERIC AND MEANT TO SHOW E DOOR ROUGH OPENING ��waga�qqg� o WEATHER ', �RESISITIVE � WINDOW UNIT GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. R613.8 Flashing, Sealants and Weatherstripping. Exterior walls shall W2 m .� c`i0 Z BARRIER TAPE s EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SLOPE O.3 In : 12.0 In - SELF ADHERED FLASHING provide the building with a weather -resistant exterior wall envelope. The exterior D THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) v wall envelope shall include flashing as described in Section R703.8. The exterior OVER RIM JOIST AND UP WALL BY 6IN. UP JAMB 6". USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS wall envelope shall be designed and constructed in such a manner as to prevent (AMM �DWNDOW) OR EQUAL WEATHER PROOF CAULKING Apa Q the accumulation of water within the wall assembly by providing a water -resistive WEATHER SELF -ADHERED FLASHING EXTERIOR TWO LAYERS OF FELT OR Oh1E LAYER OF HOUSE WRAP AND barrier behind the exterior veneer as required by Section R703.2. All exterior RESISITIVE 0,,-1 CEMT. FIN. ONE LAYER OF FELT ARE REQUI�2ED BEHIND STUCCO. FBC R703.2.1 finishes shall be applied in accordance with the manufacturer's specifications or BARRIER SEAL TOPS OF JOISTS OHO = installation instructions. Z�UW =)LL UNDER DECKING SUBFLOOR (0 E2 mmz Co (SEE DETAIL WP07) Z 0 GPO SELF -ADHERED FLASHING >✓ R703.2 Weather -resistant sheathing paper. Asphalt saturated felt free from 0-M WIRE LATH Detail Instructions holes and breaks, weighing not less than 14 pounds per 100 square feet (0.683 HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather RIM JOIST V Refer to the number marked asin each detail that corresponds to the O kg/m2) and complying with ASTM D 226 or other approved weather -resistant resistive barrier above header to allow for flashing installation numbered items in the list of instructions below: material shall be applied over studs or sheathing of all exterior walls as required 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 3. Fold weather resistive barrier back over head flashing and 1 BUILDING PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps by Table R703.4. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper joints occur, felt shall be lapped not less than 6 inches (152 mm). 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.8 Flashing. Approved corrosion -resistive flashing shall be provided Scale: NTS SELF FLASHING SELF -ADHERED FLASHING FLANGED WINDOW W P01 SELF -ADHERED FLASHING W P02 -ADHERED CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER W P03 scoring cuts in the exterior wall envelope in such a manner as to revert entry of water into the p p ry FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and wall cavity or penetration of water to the building structural framing components. adhere to substrate using a square piece of flashing material (6" x 6" The flashing shall extend to the surface of the exterior wall finish and shall be EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT ADHESIVE Minimum) installed to prevent water from reentering the exterior wall envelope. Approved EXTERIOR SHEATHING � 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ASPHALT ADHESIVE 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit corrosion -resistant flashings shall be installed at, but not limited to, all of the g THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW SELF -ADHERED FLASHING tight to comer following locations: REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 8. Mechanical) fasten as necessary1. y Flashing for windows and doors shall be in accordance with Section 0613.8. LETTER ON CHEMICAL COMPATIBILITY SCORED 2. At the intersection of chimneys or other masonry construction with frame or RELEASE PAPER stucco walls, with projecting lips on both sides under stucco copings. SELF -ADHERED SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE ��' '�� RELEASE PAPER TO EXPOSE 3. Under and at the ends of masonry, wood or metal copings and sills. FLASHING EXTEND A MINIMUM 6" VERTICALLY FROM ADHESIVE AS SHOWN) 4. Continuously above all projecting wood trim. THRESHOLD 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of s a + MECHANICALLY FASTEN AS � wood -frame construction. NECESSARY IN CORNERS THROUGH ' SECTION -A SELF -ADHERED FLASHING 6. At wall and roof intersections. • (SEE DETAIL WP02) 7. At built-in gutters. FLASHINGERED O v\v\ 2 R703.14 Drained assembly wall over mass assembly wall. Where wood z SELF -ADHERED FLASHING 5 frame or other types of drained wall assemblies are constructed above mass wall NAILING FLANGE 1 4 assemblies, flashing or other approved drainage system shall be installed as 2 DO NOT FLASH OVER SEAL TOPS OF JOISTS 1 UNDER DECKING 6 required by R703.8. BOTTOM NAILING 8 FLANGE (SEE DETAIL WP07) 2 7 SELF -ADHERED FLASHINGWP04 SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING INSIDE CORNER WP06 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK 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 at backed metal Felt backed metal lathe in accordance ; - lathe in accordance SELF -ADHERED FLASHING _ with ASTMC1063 ;: with ASTMC1063 r \ \ � DECK PROTECTOR � 'R *' - Building Paper - . Building Paper 7/16" O.S.B. %, 7/16" O.S.B. I sheathing sheathing - - � DOUBLE ' SINGLE ! 1 JOIST � � �' ' Metal Keep top edge ! JOIST % ' SELF -ADHERED FLASHING �, of weep screed Flashing - 2" below top of SELF -ADHERED FLASHING 1 31/2" block 2 3" MIN Unperforated Vulcum 4 Flange 7/8" cauk bottom O 5 Weep Screed joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING \H0.8362x;DECK JOIST WP07 SELF -ADHERED FLASHING Q W PO NOT USED W P 09 Weep Screed Flange 7/8" Weep Screed 1 1/2" to 2" OUTSIDE CORNER V Above Roof 1/2" Cementitious Sheathing Decorative Finish ,o•, ,•o• All inside and • . • • • • . outside corner will • ''�• need to be miter EXTERIOR WINDOW UNIT • •' cut and caulked all CEMT. FIN. Cement Plaster • ••••. ., butt joints need to BUILDING PAPER in accordance '•°• •4�' becaulked using SLOPE SLOPE with ASTMC926 ; - •••'; ••• Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH - -, - - SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. _VV BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING ,_ _ _ ,_ _ Plaster Finish - _ Block WIRE LATH _ 2 1/2" Perforated Flange 1/2" Weep BUILDING PAPERCement •' •o, Screed BUILDING PAPER -Plaster '• -over block - 1 st floor EXTERIOR WINDOW UNIT CEMT. FIN. • Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 2 3 2 3 O Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL MT F NISH WINDOW FLASHING WP 1 O SELF -ADHERED FLASHING WP 11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL WP 12 the weep screed. SCALE: NOT TO SCALE CSELF-ADHERED CEMT. FINISH WINDOW SILL a V W Z v w 'w y W Q w; O E ��waga�qqg� o r?oa � _ z yy a W2 m .� c`i0 Z O ce10 � D N/ oM v W Y/ ymjN zM U Mg Q Q O Apa Q W = D_ N rrN3 Z 0,,-1 3 � m O OHO = Copyright 2005 by kessee 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. dg Z n, 2 wa O E ��waga�qqg� o r?oa � z yy LU W2 m Morn ricoLO c`i0 o2ZF ce10 o 0 _Jv E m E v Z p iJL.v- OZW55e NNo tl O Apa Q o = D_ N rrN3 Z 0,,-1 3 � m O OHO = Z�UW =)LL W 11.1 (0 E2 mmz Co III aNZ� Z 0 GPO Q >✓ 0-M O m0 WLL rn sir V lil m�o� LO 0 o 0 ��LLV7 Ow 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 BASE PLAN REV. 07-00328 BUILDER NOTICE: Its is the intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project. In the event that something is unclear or needs clarification, Stop, and call the designer listed on this title page. If Is the responsibility of the licensed professional that is constructing this project to fully review these documents before construction begins and any and all corrections If needed to be made, before any work is done ...... .02 Sheet: Of: o: WATERPROOFING 2 O E O o W2 m m in iv Z o 0 _Jv E m E v ...... .02 Sheet: Of: o: WATERPROOFING --' , ROOF PROVIDE 2X4 MIN. BLOCKING AT M ' SEE SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES (� W ' - PLAN W/ (2) 12D NAILS EACH END TO PRE-ENGINEERED VERLAP TRUSS BRA NG = Z *DIAGONAL SPACED - I— TRUSS TOP CHORD WOOD TRUSSES AT LEAST ONE TRUSS,6" OVERLAP Q ■� �? MINIMUM 2"x4" AT 15'-0" O.C. MAX - PACE H W ' CROSSBRACING a --'-,i 2X4 BLOCKIN TYP.. Q p ' (SEE PLAN FOR �; BLOCKING BETWEEN TRUSSES LOCATION) Q - -� A TRUSS • -% SECT, A -A �O J - z" F- - - G.T (� f W % ADD 2X4 ALONGSIDE '. TOP CHORD WHEN REQ'D MINIMUM 2 16d Q y W () mo TO PREVENT PLYWOOD JACK PER JOINT MINIMUM 2"x4" SPF OR W N c p SPAN FROM EXCEEDING KG. P C7 �„� M ` T * SPACED AT 15'-0" MAX SYP TRUSS BRACING z W MAX 24 SPAN (EITHERQ (3) 12d CONTINUOUS LATERAL BRACING- I _ I SIDE OR BOTH IF REQ'D) o d a F PER JOINT NAIL OVER X -BRACE AS SHOWN - (2) 12D NAILS 0� WC �ti INSTALL BLKG. AT TRUSS WEBS AT 12" O.C. MAX TRUSS BRACING OVERLAP ' FOR NAILING X -BRACING - 2x4 SPF OR SYP 2 < g g v W/ 2-16d @ EACH TRUSS WEBrTB04 `DETAIL (TYP.) CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN.HIP RIDGE B 61302 CROSS BRACING D ETA I L TYP. rTB�03 LOCKING DETAIL 11 SCALE: 1/2" = 1'-0" Copyright 2005 by keesee and associates, Inc rTB"O 1 CROSS BRACING DETAIL TYP. SCALE. 1/2 = 1-0 945 South Orange Blossom Trail, Apopka, SCALE: 1/2" = 1'-0" Florida 32, drawings, All rights reserved. The plans, elevations, drawings, illustrations, and other materials contained within this set are the property " " keesee and associates, inc and may not be /2 1 -0 P Percy of 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 A 0 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED FOR ADD'L 70 PLF UP &DOWN TOP CHORD .� FOR AD 'L 70 PLF & DOWN TOP CHORD �,� 32/16 PLYWOOD MAY BE USED SEE STRUCTURAL NOTES AND DROP GABLE END TRUSS & LOOKOUT B 11 G.C. TO PROVIDE BLOCKING TO COMPLY W/ APA RECOMENDATION FOR SPAN RATING OF 7/16" OSB. 0 z w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT e , I q NAILING SCHEDULE FOR RAFTERS FOR O.H. GREATER THAN 12" FOR SEE STRUCTURAL NOTES DROP GABLE END TRUSS & LOOKOUT RAFTERS SHEATHING DETAILS 12" AND UNDER - SPACE OUTLOOKER AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER BLOCKS AT 24" O.C. OUTLOOKER BLK. FOR SHEATHING DETAILS ; SPACE OUTLOOKER BLOCKS AT 24" O.C. 2X4 SPF ' 8d NAILS BLOCKING @ SIMPSON MTS12 @ PANEL EDGES W/ (2) 16d LOOKOUT AT 4" O.C. Z s 2X4 SPF BLOCKING @ Ia :° OUTLOOKER a NAILS EA. END TO TRUSS RAFTERS IF PANEL EDGES W/ (2) 16d BLK1.. F M -NAIL SHEATHING @ 4" O.C. APPLICABLE NAILS EA. END TO TRUSS 2X6 �, SIMPSON MTS12 @ 3 o rn STAGGERED w 8d ° STRUCT. SHEATHING BR 9XED , �, W 3 Z N M W N / -NAIL SHEATHING @ 4 " O.C. �` LOOKOUT RAFTERS Z> cn M N rn " 2X4 BRACE NAILE 7/16 MIN. THK. - TO SIDE OF GABLE I =DHy w db w STAGGERED w / 8d ' TRUS$'WS IF APPLICABLE o 21 w- o LO TO SIDE OF GABLE NAIL w/8d COM. @ I I o o ¢ z 2x4 SPF CROSS BRACE I - Y Z USS WE 3" O.C. EDGES & 6" W N g o 88..0 0 f @ 48" O.C. - NAIL w/3- ° ' STRUCT. SHEATHING S z z 6 o W o � _ a o Q, O.C. FIELD 2x4 SPF CROSS -BRACE I '° /16" MIN. THK. - W N 10d AT EACH END & AT ° I ` I a F N d, _ ui d @ 48 O.C. - NAIL W/3- �° W LL a o CROSSING AT 45'z ANGLE 10d @ 4" O.C. I 04 10d AT EACH END & AT :: �° 3AO C/EDGES & Y $ o e C z 6" S %� Z y a 3 GABLE TRUSS CROSSING AT 45 °zANGLE i ° O.C. FIELD W� 9 m << CONTINUOUS 2X4 SPF Woo o i; C „oma, NAIL TOP OF "T" TO RUSS� 10d @ 4" O.C. ' $ ` LL LU `� d °`�° oV SPANNING (4) TRUSS TRUSSES ° GABLE TRUSS w/2 -12d CONTINUOUS 2X4 SPF W Z W Z E ia� a c BAYS (8 FT) NAILED TO W a o � �' 0 M m : -n NOTCH BLOCK @ & 1 SIMPSON H8 w SPANNING 4 TRUSS GABLE TRUSS � =' o � � 2x4 BLOCKING @ 4" O.C. • () / () PLATE TOENAIL w • 10-10d x 1 1/2" BAYS (8 FT) NAILED TO �° $ m o w ,� r v w/12d & 2-12d TO CHORD 3-16d 2x4 BLOCKING @ 4" O.C. �� 1° NAIL TOP OF "T" W W ° o � Q w/12d & 2-12d TO CHORD '.' la TO GABLE TRUSS W LL c a t NAIL GABLE TRUSS 2X4 CTE w/16d @ w/2 -12d & (1) o W SPF BLOCKING OP SIMPSON MTS12 ~X BETWEEN TRUSSES 4" 2X4 SPF BLOCKING w/ BETWEEN TRUSSES 1410d x 11/2" @ 48" O.C. MAX. 2x4 PT PLATE w/ 1/2" @ 48" O.C. MAX. millions I I I.- I 1111111011 Lqq1 L"i "X" BRACE SEE -1 DETAIL TBO1 01�111 IIIN .i - i Emissions mongolism 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. � ^BAY LEAST 90% OF THE WEB. .. ICF WALL Bi TOP &BOTTOM CHORD GABLE END BRACING @ SIMPSON LSTA30 w/- -- 1410d @48" O.C. 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES GABLE END BRA � rTB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN BRACING FRAME WALL , SCALE: 1/8" = 1'-0" GE01 GABLE END BRACING GE05 W/o VOLUME CEILING 2x4@ 6" 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 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND a Blvd Ste 141 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT SPLICE MIN 48" APART 6) WOOD: 1548 Seminol 6.1 WOOD STRUCTURAL FRAMING MEMBERS: IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED 1= _ _, r = = r = = I n — — — — — — — — ITr — — — — IT — — T — — T WALL STUDS -SPF 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 rrI I I I I I I I I I F III I I 1 I I I I TOP & BOTTOM PLATE -SPF STD & BTC CONSTRUCTION MATERIAL (SUCH S GRAVEL O SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT BOTTOM PLATE IN CONTACT WITH MASONRY 3 SYP PT www.habitatseminOle.Org EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. I I I I I I I I I 11 I I I I I I I I I JOIST SQUASH BLOCK I -SPF STUD OR CONSTRUCTION GRADE 2. ALL BRACING BRACING SPECIFIED SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL I I I I I I I III III I I I I I I I TRUSS BRACING & BLOCKING -SPF STUD OR CONSTRUCTION GRADE LATERAL BRACING SPECIFlED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. I I I I I I I III 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 ATTACHEDDIRECTLY To BOTTOM SHOED of THE TRUSS.5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. I I I I I I II III III I I I I I I I (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb)SEE TYP. TRUSS BLOCKING DETAILS PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600 000 PSI CONY. FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS I I 11 I I I January14, 2010 III III I I I I I I I 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCOkDANCE 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 2 x 6 #2 SPF 48" O.C. LYWOOD III III I I I I I I I Q NEXT TO PRE -ENG. TRUSS I I I I I I I EDITION AND ST -LATEST EDITION. 2x8 BLKING. NAILED S EACH W/ (4) lOd TOP & III III I I I I I I I 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 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 2 1 BASE PLAN REV. 07-00328 4/16 IN PLACE OF (4) lOd rRuss 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED 2 I— - J L - J1- — III III I I I I I I I AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. COLLAR TIE II 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 PLYWOOD Y ►d 3 I I I I I II SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE TO THE LEFT: 4 RAFTERNOTES: 5 S 2X4 BLOCKING BETWEEN Cg SOLID BLOCK ---/,— LOCK I I I I I I I I III I I I I III I I I I I I I BEVEL CUTS SEE I I I I I I I I TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS TRUSSES W/ (2) 12d NAILS EC ON ALL SHEATHING III I I I I III I I I I I I I !EACH END (OPTIONAL) EDGES TYP. I I I I I I I I III I I I I III I I I I I I I TRUSSES, GIRDERS AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- B TB 2X4 SPF W/ (2) #7X31/2" J I — _ _ I L _ _ I L _ _ l.L , ALTERNATING — — — — — — — — — — III I I II III II II II I TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR BUILDER NOTICE BLOCKING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. SEE PLAN OUBLETOP FLOOR SYSTEM III I I I I III I I II II I VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ■ PLATE _ _ — — — _ _ _ _ _ ILL _ I _ _ _ I L _ _ I1L _ _ IL _ _ J_ _ _ J_ _ _ ENGINEER OR ARCHITECT. Its Is the Intent of the designer that these plans PRE -ENG. TRUSS are accurate and are clear enough for the licensed PLYWOOD SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP 2x STUD WALL 2x8 RIBBON OR BEARING WA L L NAIL PATTERN ■ CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN A professional to construct this project. In the event SEE PLAN FOR CONNECTION BLOCKING BETWEEN ++j • .. that something Is unclear or needs clarification, g 3 TO 4 TRUSS 2x4 AS SHOWN FLOOR SYSTEM SCALE: 1/4" = 1'-0" 2x4 P.T. BASE PLATE 1. PLYWOOD AND SIDING: Stop, and call the designer listed on this title page. 2X4 P.T. BLOCKING BETWEEN ALTERNATE �� If Is the responsibility TRUSSES W/ (2}12d NAILS 0 :' DIAGONAL SPACES FIELD) USE 8d NAILS @ 12 O.C. po ty of the licensed professional DOD *2x8 #2 SYP RIDGE BEAM DIRECTION EDGE) USE 8d NAILS @ 6" O.C. that Is constructing this project to fully review these EACH END AT 8'-0" TRUSS 3/8" , , documents before construction begins and any and MAX – 2x6 RAFTERS 0 2'-0"O.C. rRus 3/811 2. GYPSUM: 'L - - 4 FT'- - - - - - - - - - - - ®- - - - - - - - - - - - - - - - - - - - , I ® all corrections If needed to be made, before any j*- I "S" =NAIL °; USE CODE APPROVED SIZE AND 4 MAX. w/ (3) 10d COMMON I ' work is done :r -N*-! TOENAILS TO RIDE BEAM ' ' :� ;r'',: CONC. MASONRY TRUSS 2}1 NAILS SPACING FOR CONNECTION � SPACING �- TO TRUSS ROOF NAILING SCHEDULE: '� ®�'� ' °' --- ' ' 2 STEEL OR WOOD I 3/4" 1/21, I 1/211 5 F�'. �F7.------------®------------ � � � 2X4 CONT. AT °i T & B CHORD BEARING SUPPORT , TYP. WOOD TRUSS BLOCKING AA ALTERNATE BLOCKING OUBLE S S 1/2" NAILING ZONES (SHINGLE AND TILE) 5 I E -------- , I 7 O C� RAISED HEEL DETAIL DETAIL Ccs INTERIOR BEARING SECTION B -B TOP PLATE i i ZONE 1: 8d RING SHANK NAILS @ 6" O.C. (IN FIELD & ON EDGE) ; ------------------------4 '®�' , � ____--___-__- L_______ _____ _ 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 0 LIJ ai Y (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 4•Ff m co TB06 BLOCKING CONV. FRAME DETAILS �---- ;--------------- © © , m $ 10d RING SHANK NAILS) r_ -_ " - ■ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 4 FT ® (2 4 Fr. O SCALE: 3/4 - 1-0 SCALE: 3/32" = 1'-0" z • o 0 NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL a :. W J U E Q © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAILWALL SHEATHING INSTALL CONTRACTOR NOTE: OD NAIL INT. AT 6" O.C. W/8d COMMON NAIL ALL DRILLED AND EPDXIED HOLES MUST BE o2010-0058 OE STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. TB13 & NAILING SCHED■ PROPERLY VACUUM, BRUSHED, AND BLOWN a CLEAN PER MFGR'S RECOMMENDATIONS TO Sheet: Of: W/8d COMMON NAIL SCALE: 1/2" = 1'-0" ACHIEVE UPLIFT CAPACITY D•1 9O NO SPLICE @ HEADER - NAIL SHEATHING TO HEADER W/8d COMMON NAIL@ 4" o/c DETAILS NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. ICF WALL 2x4 BLOCKING AROUND CURVE. e1717 Di Anl [MIN 9 TAPCnN ANCHORS TO 2xR 2x8 W/ (2) 16d TOE NAILS EACH END 7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW ORDOOR OPN'G F01 DET. ARCH WINDOW FRAMING ICF SCALE: 3/16" = 1'-0" HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS J J 2 X 4 WALL 3 JACKS EA END STUDS EA END JACKS EA END U 1' -41 (1) (2) (1) (2) 0 (2) VA (2) 0 9' - 16' (3) (3) a. LINTEL (SEE PLAN) 7/16" O.S.B. CURTAIN NAILER 1 X 4 a TO SIDE & TOP NAILER EA. SIDE P.T. @ WINDOWS 1 X 8 2x W/ (2) 16d 2 STORY WALL SEE PLAN FOR (2) 16d COMMONS P.T. @ S.G.D. 2X BLK'G. SIZE AND SPACING NAILS EACH STUD TYP. Q CORNER REINF. BARS TO BE I LLED PER ICF TO O.S.B. WALL MANUF. SPECIFICATION •2x4 SPF CONTINUOUS HORIZONTAL REINF. ABOVE E G IS TO EXTEND W/ 2 - 8d BLOCKING ATTACHED PROVIDE A TYPICAL MINIM M COV R OF 1 1/2" FOR EA. END REINF. IN WALL SYSTEMS EDGE VIEV`IIii REFER TO THE L -SHEET( FOR REQ' VERTICAL NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. ICF WALL 2x4 BLOCKING AROUND CURVE. e1717 Di Anl [MIN 9 TAPCnN ANCHORS TO 2xR 2x8 W/ (2) 16d TOE NAILS EACH END 7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO 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 1' -41 (1) (2) (1) (2) 41-91 (2) (3) (2) (2) 9' - 16' (3) (3) (2) (3) REFER TO WF03 OR WFO4 - * 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" 0/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" 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 WALL HEADER DETAIL SCALE: 1/2" = V-0" TOP SPLICE DOUBLE 10d 24,M,N NOTE: PLATE LENGTHS MUST BE �l AT LEAST 8'-0" LONG. TYPICAL 2 ROWS /_10d @ 6" 0/C BOTTOM SPLICE OVER STUD F17 TOP PLATE SPLICE DETAIL SCALE: 3/4" = 1'-0" SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES @ 16" O.C. HEADER (SEE PLAN) '16" O.S.B. SIDE BLK'G. O.S.B. W/2 -8d EA. END EDGE VIEW (3) 16d COMMON NAILS(TYP)— STRUCTURAL AILS(TYP) DET. @ ARCH WINDOW FRAMING SCALE: 1/2" = 1'-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 —� 1/2" GAP EXTERIOR SIMPSON HGMA 10 @ 4'-0" O.C. MAX. 18" ICF WALL SEE ICF01 FOR MORE INFO B14 N NON—BRG. EXT. CMU WALL 2"x TOP PLATE 2"x P.T. PLATE SCALE: 3/4" = V-0" 1/4" MIN. SPACE 2"x STUD @ 24" O.C. MAX. TYPICAL INTERIOR F18 NON-BEARING SCALE: 3/4" = 1'-0" r - LD02 SHEAR TRANSFER EXT. WALL SCALE: 3/4" = 1'-0" STRUCTURAL SHEATHING - VER CAL REINF. MIN 7/16" APA -RATED jHEIGHT, LftJ ATTACHED PER NAILING ENTIRE HEIGHT OF " SCHEDULE #4 @ 6" O -C MAX HEADER CEILING BOARD v a LOCATION VARIES W/ ,• 3/4" P.T. NAILER KEY NOTES ROOF SLOPE 1/2" DRYWALL 7/16" OSB W/ 6d ONE OF THE FOLLOWING HODS a. ERTICAL WALL NAILS @ 16" O.C. ROOFING CURTAIN NAILER 1 X 4 a TO SIDE & TOP NAILER 2X4 CONT. W/ P.T. @ WINDOWS 1 X 8 2x W/ (2) 16d 2 STORY WALL SEE PLAN FOR (2) 16d COMMONS P.T. @ S.G.D. TOE NAILS EACH END TYP. SIZE AND SPACING NAILS EACH STUD TYP. Q CORNER REINF. BARS TO BE I LLED PER ICF T&B WALL MANUF. SPECIFICATION •2x4 SPF CONTINUOUS HORIZONTAL REINF. ABOVE E G IS TO EXTEND AND SIZE BLOCKING ATTACHED PROVIDE A TYPICAL MINIM M COV R OF 1 1/2" FOR TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE REINF. IN WALL SYSTEMS © REFER TO THE L -SHEET( FOR REQ' VERTICAL REINF. ABOVE OPENING 7'-0" MAX WINDOW OR 7 TRUSS OR ROOF SYSTEM MARBLE STOOL DOOR OPN'G HEIGHT IS EXCEEDED AINTAIN VERT AL REINFORCEMENT SPECIFIED FOR FULL EIGHT WALL 1 X 2 P.T FURRING n DET. @ ARCH WINDOW FRAMING SCALE: 1/2" = 1'-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 —� 1/2" GAP EXTERIOR SIMPSON HGMA 10 @ 4'-0" O.C. MAX. 18" ICF WALL SEE ICF01 FOR MORE INFO B14 N NON—BRG. EXT. CMU WALL 2"x TOP PLATE 2"x P.T. PLATE SCALE: 3/4" = V-0" 1/4" MIN. SPACE 2"x STUD @ 24" O.C. MAX. TYPICAL INTERIOR F18 NON-BEARING SCALE: 3/4" = 1'-0" r - LD02 SHEAR TRANSFER EXT. WALL SCALE: 3/4" = 1'-0" 1 X 4 P.T. BAS NAILER WOOD BAS CONIC SLA (SEE FOUNDATIO ° a PLAN FOR MORE INFORMATION) 6X610/10 W.W.M. ° F.F. \ _ � • •''+ =I (I=11 �—III=III—I I ��.':' •': s FINIS RA I.,11 CNI S 16" Ir CHART FOR REQ'D WP ICF WALL VERTICAL REINF. SCALE: 1/2"=1'-0" CFOZ ICF REINFORCEMENT DETAIL SCALE: 3/4" = 1'-0" PRE ENGINEERED WOOD TRUSSES @ 24" O.C. TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLES OR TILE ROOF - VERIFY W/ ELEVATIONS ROOFING FELT APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) METAL DRIP EDGE 2X SUBFASCIA CONT. VENTED ALUM SOFFIT ALUM FRAMED WINDOW W/ SCREEN PRECAST CONCRETE SILL CEMENTITIOUS DECORATIVE FINISH xgI;ICF WALLS - FTG. DOWEL #5 DIA. REBAR 7" IN FOOTING. EXTEND 25" (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN - #5 REBAR CONT. @ SLAB LEVEL TOP OF SLAB FOUNDATION 01 TYPICAL WALL SECTION ICF BLOCK SCALE: 3/4" = V-0" S FI VARIES BEAM- SEE PLAN FOR CONNECTION AND SIZE `-REMOVE INSULATION ICF BLOCK AT LOCATION - ENTIRE HEIGHT OF WALL BEAM (& 96 WALL CONN. SCALE: N.T.S. ICF BLOCK z SEE PLA w w FOR REINF.: ¢ � BEAM- SEE PLAN Ell FOR CONNECTION AND SIZE REMOVE INSULATION AT LOCATION - ENTIRE HEIGHT OF WALL BEAM TO WALL CONN. SCALE: N.T.S. 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 7B7'IM7 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminoie.org January 14, 2010 BASE PLAN REV. 07-00328 BUILDER NOTICE: Its is the Intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project. In the event that something is unclear or needs clarification, Stop, and call the designer listed on this title page. If is the responsibility of the licensed professional that is constructing this project to fully review these documents before construction begins and any and all corrections if needed to be made, before any work is done 8" ICF BLOCK ICF WALL REINFO EMENT CHART: 120MPH EXP. B [4" RE WALL] H VER CAL REINF. HORIZ TAL REINF. jHEIGHT, LftJ ENTIRE HEIGHT OF 8 #4 @ 6" O -C MAX # @ 32" O -C MAX SEE PLAN WALL KEY NOTES ❑1 VERTICAL REINFORCEME TO ENGAG HE FOUNDATION FOR REINF. ONE OF THE FOLLOWING HODS a. ERTICAL WALL REINFORCEMENT TO BE LA PED w/ V RTICAL REINF. FRO FOUNDATION OR b.) VERTI L WAL EINF. TO BE EPDXIE INTO FOUNDATION A MIN 0 " EM D Q AT ENDS OF OPENINGS, PRO DE ) VERTICAL REINF. BAR WHICH IS CONTIN 0 S FROM TOP OF WALL TO FOUNDATION SYSTE Q CORNER REINF. BARS TO BE I LLED PER ICF EE WALL MANUF. SPECIFICATION ® HORIZONTAL REINF. ABOVE E G IS TO EXTEND AND SIZE A MINIMUM OF 24" PAST T ED OF THE OPENING PROVIDE A TYPICAL MINIM M COV R OF 1 1/2" FOR 46 REINF. IN WALL SYSTEMS © REFER TO THE L -SHEET( FOR REQ' VERTICAL REINF. ABOVE OPENING 07 VERTICAL REINF. BE WINDOW OP NINGS NOT EXCEEDING 4ft HIGH MAY BE A MI MUM OF #4's 32" 0-C. IF THE 4ft HEIGHT IS EXCEEDED AINTAIN VERT AL REINFORCEMENT SPECIFIED FOR FULL EIGHT WALL ® PROVIDE (2) CONTI OUS HORIZONTAL EINF. BARS @ FLOOR LOCATION SEE DETAIL WS06 OR ADDITIONAL INFO) 1 X 4 P.T. BAS NAILER WOOD BAS CONIC SLA (SEE FOUNDATIO ° a PLAN FOR MORE INFORMATION) 6X610/10 W.W.M. ° F.F. \ _ � • •''+ =I (I=11 �—III=III—I I ��.':' •': s FINIS RA I.,11 CNI S 16" Ir CHART FOR REQ'D WP ICF WALL VERTICAL REINF. SCALE: 1/2"=1'-0" CFOZ ICF REINFORCEMENT DETAIL SCALE: 3/4" = 1'-0" PRE ENGINEERED WOOD TRUSSES @ 24" O.C. TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLES OR TILE ROOF - VERIFY W/ ELEVATIONS ROOFING FELT APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) METAL DRIP EDGE 2X SUBFASCIA CONT. VENTED ALUM SOFFIT ALUM FRAMED WINDOW W/ SCREEN PRECAST CONCRETE SILL CEMENTITIOUS DECORATIVE FINISH xgI;ICF WALLS - FTG. DOWEL #5 DIA. REBAR 7" IN FOOTING. EXTEND 25" (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN - #5 REBAR CONT. @ SLAB LEVEL TOP OF SLAB FOUNDATION 01 TYPICAL WALL SECTION ICF BLOCK SCALE: 3/4" = V-0" S FI VARIES BEAM- SEE PLAN FOR CONNECTION AND SIZE `-REMOVE INSULATION ICF BLOCK AT LOCATION - ENTIRE HEIGHT OF WALL BEAM (& 96 WALL CONN. SCALE: N.T.S. ICF BLOCK z SEE PLA w w FOR REINF.: ¢ � BEAM- SEE PLAN Ell FOR CONNECTION AND SIZE REMOVE INSULATION AT LOCATION - ENTIRE HEIGHT OF WALL BEAM TO WALL CONN. SCALE: N.T.S. 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 7B7'IM7 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminoie.org January 14, 2010 BASE PLAN REV. 07-00328 BUILDER NOTICE: Its is the Intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project. In the event that something is unclear or needs clarification, Stop, and call the designer listed on this title page. If is the responsibility of the licensed professional that is constructing this project to fully review these documents before construction begins and any and all corrections if needed to be made, before any work is done 8" ICF BLOCK REMOVE INSULATION 8" AT LOCATION- OO E z' ENTIRE HEIGHT OF o SEE PLAN WALL 0 LAJ FOR REINF. BEAM- SEE PLAN FOR CONNECTION EE AND SIZE 46 E v BEAM @ ANGLED WALL CONN. CL l"� U SCALE: N.T.S. 1 Sheet: Of: r1CO BEAM TO WALL CONNECTION - - 9 ETA I L SCALE: 3/4" = 1'-0" j FA; TO ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 3/16" X 3" 12" O.C. 1 2x6 3/16"X3" 12"O.C. 2 2x8 3/16"X3" 12"O.C. 2 NOTE: TAPCONS TO BE 6" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. IS USED, USE 1/4"X4" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED. rMs,, 2X BUCK DETAIL SCALE: 1/2" = 1'-0" SIMPSON SP4 I/(6) -10d X 1 1/2 -10dX11/2 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"=V-0" CONCRETE HEADER SCHEDULE MARK WIDTH x DEPTH REINF. NOTES AO 4" x 16" (1)- #4 T&B QO OB 4" x 14" (1)- #4 T&B CO 8" x 16" (1)- #4 T&B N OD 8" x 14" (2)- #4 T&B NOTE: 1. 8" WIDTH IS FORM AND POURED, INSTEAD OF HAVING THE 2.5" INSULATION FOAM ON EACH SIDE. 2. GRADE 60 STEEL TO BE USED IN ALL HEADERS I1 /I I V I OIA1 oil111111111 �/ 11 0 I1 /I 0 IVI Il1I 1/ 1i c _ 0 LINTEL PLAN 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 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 rO BM WALL CONN UPLIFT CAPACITY - SCALE: 3/4" = V-0" MBHA 3475 Ibs. SCALE = 1/4" = V-0" M: 0 #5 REINF. BAR ,P 1) 91 #5 STD. 900 HOOK SCALE:1"=1'-0" 20" MIN. AP #3 OR #4 REINFORCING BAR #3 A #4 LAP SPLICPC E 25" MIN. LAP ---#5T—REINFORCING BAR #5 LAP SPLICE 36" MIN. LAP #6 REINFORCING BAR #6 LAP SPLICE REBAR SPLICE DETAIL SCALE: 1/2" = 1'-0" 70 QV 1��1 = Ci 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. Do p�' c B z Z L: Q WZ 10,10 o QO J NOt�O N J ZLI Q Z .� !Oj j W a 0 p �Jk D W h O z 0 0 v 8. Q LL 0 Y/ -Mi a�g WN z"' p� Q Q U QLLIK As W N yNLL d a� �n L W Copyright 2005 by keesee and associates, Inc 945 South Orange Blossom Trail, Apopka, Florida 32703. All rights reserved. The plans, elevations, drawings, illustrations, and other materials contained within this set are the property of keesee and associates, Inc and may not be reproduced either in part or wholly in any manner without the express written permission of keesee and associates, Inc. Do p�' c B z Z L: WZ 10,10 o QO NOt�O N p ZLI W adorn !Oj j 2 V ~ a l0 Z Z �Jk it W h O z 0 0 v 8. Q LL 0 W Ir Oa m O 2 Q . a U QLLIK Q rn o N yNLL 0 W00 E C4 O N a: mWaLWZ y ZZ0(Ury'0 W w � Rzzo- Q C L.r Z E U o � a W tI00 W Q aim -W --28 aU 0) ❑ H 0 _ LL y ~ W O� 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: 0f: L iu -1 10 o: LINTEL PLAN L: E o QO M p j �J Y it D m m O 2 Q F- rn o E C4 O (L N 5, y Z rI = E ayi E U n� !q W J Q .... - Sheet: 0f: L iu -1 10 o: LINTEL PLAN PRE ENGINEERED WOOD 12 TRUSSES @ 24" O.C. N TRUSS ANCHOR (SEE PLAN) 110 Z FIBERGLASS SHINGLES OR TILE Q ■� SIMPSON SP2 TOP ROOF -VERIFY W/ ELEVATIONS AND BOTTOM. TYP. Q 4)p @ EACH 2X CRIPPLES 3 16d COMMON ROOFING FELT NOTE: MAY CUT BACK 2x8 @ 16" O.C. O APA RATED STRUCTURAL Q P.T. @ TOP TO ALLOW CONT. NAILS(TYP) SHEATHING (SEE STRUCTURAL Z ICF WALL 2x4 BLOCKING AROUND CURVE. NOTES FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) ■Ci f SEE PLAN MIN. 2 TAPCON ANCHORS TO 2x8 STRUCTURAL SH HING W p MIN 7/16" APA- I`D Q W y � ATTACHED PER Nb ING N w W •ids HEADER SCHEDULE CEILING BOARD o g p LOCATION t7 3/4" P.T. NAILER METAL DRIP EDGE Q W VARIES W/ t7 2x8 W/ (2) 16dROOF TOE NAILS EACH END / PLYWOOD SLOPE 1/2" DRYWALL 2X SUBFASCIA = ui L o " 7/16" OSB W/ 6d ° 7/16 OSB W/ 6d NAILS @ 16" O.C. ROOFING CURTAIN NAILER 1 X 4 o a $ g g v a. NAILS @ 16" O.C. SEEDPLRAN) TO SIDE &TOP NAILER 2 STORY WALL P T. @ S.G.D. OWS 1 X 8 LINTEL TO SIDE &TOP NAILER ( 2X4 CONT. W/ CONT. VENTED ALUM SOFFIT (SEE PLAN) 2x W/ (2) 16d SEE PLAN FOR (2) 16d COMMONS `.:TO S EACH SIZE AND SPACING NAILS EACH STUD TYP. 7/16" O.S.B. 2x4 SPF CONTINUOUS END TYP Eq �EA. SIDE BLOCKING ATTACHED 7/16" O.S.B. TO 7/16" OSB W/ (2) 8d EA. SIDE 2x4 SPF CONTINUOUS Copyright 2005 by keeses and associates,Inc 945 South Orange Blossom Trail, Apopka, 2X BLK'G. NAILS. SEE DETAIL ABOVE 2X BLK'G. BLOCKING ATTACHED Florida 3270ra3. All rights reserved. The plans, TO 7/16" OSB W/ (2) 8d elevations, drawings, illustrations, and other materials TO 2 _ gd 2X BUCKS SEE MS11 TO O.S.B. NAILS. SEE DETAIL ABOVE contained within this set are the property e TO O.S.B. keesee and associates, inc and may not be EA. END FOR MORE INFO W/ 2 - 8d EA. END 7'-0" MAX reproduced either in part or wholly In any manner EDGE VIE MARBLE STOOL without the express written permission of EDGE VIEW WINDOW OR TRUSS OR ROOF SYSTEM see and associates, inc. ALUM FRAMED WINDOW W/ SCREEN WINDOW ORDOOR OPN'G DOOR OPN'G 1 X 2 P.T FURRING N• C• sBn • C PRECAST CONCRETE SILL 8 W FRAMING 7 KLODO�2SHEAR TRAN LF01DET. Cv� ARCH WINDOW FRAMING DET. @ ARCH WINDOCEMENTITIOUS B D® ICF SCALE: 3/16" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 3/4" — 1 X 4 P.T. BAS DECORATIVE FINISH 17 NAILER xgI;ICF WALLS 7WOOD BAS FTG. DOWEL #5 DIA. REBAR 7" IN ° W o CONIC SLA � � C F 0 V(SEE FOUNDATIO ° FOOTING. EXTEND 25" (ACI 530) W 3 o N ABOVE SLAB. ALL LOCATIONS SHOWN Z; y �$ W NLO HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS OPENING SIZE 2 X 4 WALL 2 X 6 WALL JACKS EA END STUDS EA EN JACKS EA END STUDS EA EN 11-41 (1) (2) (1) (2) 4'- 9' (2) (3) (2) (2) 9'- 16' (3) (3) (2) (3) PLAN FOR MOREON FOUNDATION PLAN 'c g i �Yga F- .1 o INFORMATION) " e #5 REBAR CONT. @ SLAB LEVEL N 6X610/10 Ho M cn V HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK SEE STRUCTURAL NOTES AND HEADER SIZE NO. & SIZE OF NAILING SCHEDULE FOR (4) 12d NAILS & GRADE RAFTER TIES SHEATHING DETAILS EA. END EACH END I — (2) 2X12" 2SYP (2) LSTA 30 REFER TO ICF WALL REINFORCEMENT CHART: 11OMPH EXP. B [6" CORE WALL] SEE SCHEDULE VERTICAL REINF. HORIZONTAL REINF. WF03 OR WF04 W€ o z o N z N �' 2 -ROWS 12d NAILS 8 N; m yNLL R o Ct �1 7 � #4 @ 32" O -C MAX STAGGERED @ 2X4 SPF BLOCKING ? � � E � mn F a c * WHEN STUD LENGTH 12" O/C EACH @ 48" O.C. MAX 2X4 BRACE@ 4'-0" 01 IS LESS THAN 12" USE ? CNI -IIIr FACE OR 3 -ROWS (2) 16d END NAILS ON CENTER REINFORCEMENT TO BE LAPPED w/ VERTICAL REINF. FROM LSTA30 STRAPS AT EACH FOUNDATION OR b.) VERTICAL WALL REINF. TO BE EPDXIED 12d NAILS STAGGERED EACH END ❑2 STUD WRAPPED OVER @ 12" O/C FOR 2"x10" 16" SEE FOUNDATION WALL TO FOUNDATION SYSTEM TOP PLATE & NAILED PROVIDE MATCHING CORNER BARS OR GREATER HEADER W/ MIN 2'-8" SPLICE AT ALL REINFORCING BARS ® TO HEADER EACH SIDE A MINIMUM OF 24" PAST THE EDGE OF THE OPENING ❑5 PROVIDE A TYPICAL MINIMUM COVER OF 1 1/2" FOR W/ 11- 10d NAILS REINF. IN WALL SYSTEMS DOUBLE 2 X 12 #2 REFER TO THE L-1 SHEET FOR REQ'D VERTICAL REINF. ABOVE OPENINGS (IF REQ'D) 21 S.Y.P. HEADER W/ 4ft HIGH MAY BE A MINIMUM OF #4's @ 32" O -C. IF THE 4ft 10d NAILS @ HEIGHT IS EXCEEDED, MAINTAIN VERTICAL REINFORCEMENT 1/2" FLITCH PLATE SPECIFIED FOR FULL HEIGHT WALL If Is the responsibility of the licensed professional 8 0/C TYP. " HEADER. (U.N.O.) that Is constructing this project to fully review these FOR REINF. AND SIZE FILLING AND BLOCKING AS TRUSSES DOUBLE 2"x4" 1548 Seminola Blvd Ste 141 REQUIRED FASTENED TO REMOVE INSULATION CRIPPLE STUD HEADER W/(2) ROWS AT LOCATION- WWW.habitatseminole.org TYPICAL (U.N.O.) OF 12d @ 16" 0/C UNLESS 8" REMOVE INSULATION WALL NOTED OTHERWISE ICF BLOCK / 8" AT LOCATION- BEAM @ 96 WALL CONN. 2"x4" STUDS TYP. SIMPSON HGMA 10 @ I I ENTIRE HEIGHT OF 1/2" GAP--/ 4'-0" O.C. MAX. o SIMPSON HTT16 W/ (18) WALL SEE PLAN D 16d NAILS & A 5/8" FOR REINF. EXPANSION ANCHOR EXTERIOR INTERIOR W W/ 6" EMBEDMENT U.N.O. BEAM- SEE PLAN OjDFN�R # OR 81/2" AT GARAGE o roSTEP3 (� January 27, 2010 * *HOLD DOWN CONNECTIONS C' BO PLATE 8" ICF WALL SCALE: N.T.S. ( n NOT REQUIRED @ BEARING SEE ICF01 WALLS WITHOUT UPLIFT FOR MORE SEE REINFORCEMENT ' CHART FOR REQ'D � (O 1 BASE PLAN REV 07-00328 INFO rWFO9 WALL HEADER DETAIL rTB1'4 NON-BRG. EXT. CMU WAL SCALE: 1/2" = V-0" SCALE: 3X'= 1'- OP SPLICE " 2"x TOP PLATE 1/4" MIN. SPACE 3:T DOUBLE 10d 2 ROWS - 2"x STUD @ 10d @ 6" o/c 24" O.C. MAX. 2"x P T PLATE HORIZONTAL REINF. ICF WALL REINFORCEMENT CHART: 11OMPH EXP. B [6" CORE WALL] HEIGHT, H VERTICAL REINF. HORIZONTAL REINF. [ft] W€ o z o N z N 8 N; m yNLL R o Ct �1 7 � #4 @ 32" O -C MAX #4 @ 32" O -C MAX =I I I_ I I I=III-III-III=11 ?+'�• FINIS RAE ? � � E � mn F a c -III-III-I I -I I O i I I ;III -III _ N '- KEY NOTES 01 VERTICAL REINFORCEMENT TO ENGAGE THE FOUNDATION BY ? CNI -IIIr ONE OF THE FOLLOWING METHODS a.) VERTICAL WALL 5 REINFORCEMENT TO BE LAPPED w/ VERTICAL REINF. FROM II FOUNDATION OR b.) VERTICAL WALL REINF. TO BE EPDXIED INTO FOUNDATION A MIN OF 6" EMBED ❑2 AT ENDS OF OPENINGS, PROVIDE (1) VERTICAL REINF. BAR WHICH IS CONTINUOUS FROM TOP OF 16" SEE FOUNDATION WALL TO FOUNDATION SYSTEM BUILDER NOTICE: PROVIDE MATCHING CORNER BARS S01 TYPICAL WALL SECTION ICF BLOCK W/ MIN 2'-8" SPLICE AT ALL REINFORCING BARS ® HORIZONTAL REINF. ABOVE OPENING IS TO EXTEND A MINIMUM OF 24" PAST THE EDGE OF THE OPENING ❑5 PROVIDE A TYPICAL MINIMUM COVER OF 1 1/2" FOR REINF. IN WALL SYSTEMS © REFER TO THE L-1 SHEET FOR REQ'D VERTICAL REINF. ABOVE OPENINGS (IF REQ'D) 21 VERTICAL REINF. BELOW WINDOW OPENINGS NOT EXCEEDING 4ft HIGH MAY BE A MINIMUM OF #4's @ 32" O -C. IF THE 4ft Stop, and call the designer listed on this title page. HEIGHT IS EXCEEDED, MAINTAIN VERTICAL REINFORCEMENT SPECIFIED FOR FULL HEIGHT WALL OjDFN�R # OR 81/2" AT GARAGE o roSTEP3 (� January 27, 2010 * *HOLD DOWN CONNECTIONS C' BO PLATE 8" ICF WALL SCALE: N.T.S. ( n NOT REQUIRED @ BEARING SEE ICF01 WALLS WITHOUT UPLIFT FOR MORE SEE REINFORCEMENT ' CHART FOR REQ'D � (O 1 BASE PLAN REV 07-00328 INFO rWFO9 WALL HEADER DETAIL rTB1'4 NON-BRG. EXT. CMU WAL SCALE: 1/2" = V-0" SCALE: 3X'= 1'- OP SPLICE " 2"x TOP PLATE 1/4" MIN. SPACE 3:T DOUBLE 10d 2 ROWS - 2"x STUD @ 10d @ 6" o/c 24" O.C. MAX. 2"x P T PLATE HORIZONTAL REINF. W.W.M. ° E d o�$$ Q $ z N I F.F. __ TOP OF SLAB .. ... _ W€ o z o N z N N; m yNLL R o Ct �1 7 � =I I I_ I I I=III-III-III=11 ?+'�• FINIS RAE ? � � E � mn F a c -III-III-I I -I I O i I I ;III -III _ N '- W o ��_ Q jam cr �, ° W SEE L-1 SHEET FOR REQ'D HEADER INFO 5 ? CNI -IIIr o7ap0 d V W � ❑ o 5 II W� � oLU 16" SEE FOUNDATION SIZE BUILDER NOTICE: S01 TYPICAL WALL SECTION ICF BLOCK REMOVE INSULATION—/AND SCALE: 3/4" = 1'-0" 1 2 are accurate and are clear enough for the licensed professional to construct this project. In the event fW that something is unclear or needs clarification, ARIES EE PLAK Stop, and call the designer listed on this title page. BEAM- SEE PLAN If Is the responsibility of the licensed professional 7 SEE REINFORCEMENT SEE PLAN FOR CONNECTION that Is constructing this project to fully review these FOR REINF. AND SIZE documents before construction begins and any and all corrections If needed to be made, before any 0 1548 Seminola Blvd Ste 141 REMOVE INSULATION Casselberry, fl 32707-3648 AT LOCATION- WWW.habitatseminole.org ICF BLOCK ENTIRE HEIGHT OF 8" REMOVE INSULATION WALL ICF BLOCK / 8" AT LOCATION- BEAM @ 96 WALL CONN. z OjDFN�R # OR 81/2" AT GARAGE o roSTEP3 (� January 27, 2010 * *HOLD DOWN CONNECTIONS C' BO PLATE 8" ICF WALL SCALE: N.T.S. ( n NOT REQUIRED @ BEARING SEE ICF01 WALLS WITHOUT UPLIFT FOR MORE SEE REINFORCEMENT ' CHART FOR REQ'D � (O 1 BASE PLAN REV 07-00328 INFO rWFO9 WALL HEADER DETAIL rTB1'4 NON-BRG. EXT. CMU WAL SCALE: 1/2" = V-0" SCALE: 3X'= 1'- OP SPLICE " 2"x TOP PLATE 1/4" MIN. SPACE 3:T DOUBLE 10d 2 ROWS - 2"x STUD @ 10d @ 6" o/c 24" O.C. MAX. 2"x P T PLATE HORIZONTAL REINF. ICF BLOCK SEE PLA w 4 SEE L-1 SHEET FOR REQ'D HEADER INFO 5 3 5 BEAM- SEE PLAN " FOR CONNECTION SIZE BUILDER NOTICE: REMOVE INSULATION—/AND AT LOCATION- Its is the Intent of the designer that these plans 2 are accurate and are clear enough for the licensed professional to construct this project. In the event WALL that something is unclear or needs clarification, Stop, and call the designer listed on this title page. If Is the responsibility of the licensed professional 7 SEE REINFORCEMENT CHART FOR REQ'D 0. w a NOTE: BOTTOM SPLICE mom PLATE LENGTHS MUST BE TYP ICF WALL VERTICAL REINF. OVER STUD BEAM ANGLED WALL CONN. AT LEAST 8'-0" LONG. TYPICAL v SCALE: 1/2'=r-0• TYPICAL INTERIOR SCALE: N.T.S. " " rWF1�7TOP PLATE SPLICE DETAIL rWF18 NON-BEARING 'A Sheet: D-2 9 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" I 1 R FOR EN L KICF�OBEAM TO WALL CONNECTION CALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" DETAILS 0 ICF BLOCK SEE PLA w 4 FOR REINF. a Cf) 5 BEAM- SEE PLAN " FOR CONNECTION SIZE BUILDER NOTICE: REMOVE INSULATION—/AND AT LOCATION- Its is the Intent of the designer that these plans ENTIRE HEIGHT OF are accurate and are clear enough for the licensed professional to construct this project. In the event WALL that something is unclear or needs clarification, Stop, and call the designer listed on this title page. If Is the responsibility of the licensed professional that Is constructing this project to fully review these BEAM 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. E 8" REMOVE INSULATION ICF BLOCK / 8" AT LOCATION- z I I ENTIRE HEIGHT OF o WALL SEE PLAN D FOR REINF. m' W BEAM- SEE PLAN iv FOR CONNECTION 0 `o M vi AND SIZE W OR CHART FOR REQ'D 0. w a NOTE: BOTTOM SPLICE mom PLATE LENGTHS MUST BE TYP ICF WALL VERTICAL REINF. OVER STUD BEAM ANGLED WALL CONN. AT LEAST 8'-0" LONG. TYPICAL v SCALE: 1/2'=r-0• TYPICAL INTERIOR SCALE: N.T.S. " " rWF1�7TOP PLATE SPLICE DETAIL rWF18 NON-BEARING 'A Sheet: D-2 9 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" I 1 R FOR EN L KICF�OBEAM TO WALL CONNECTION CALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" DETAILS 0