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Home My WebLink About518 Mellonville Ave 12-4510- new SFHS APR 201 ��,y F CITY OF SANFORD BUILDING & FIRE PREVENTION P- ERMIT APPLICATION Application No: A 5 10 Documented Construction Value: $fin-' a Job Address: Historic District: Yes ❑ No �. Parcel ID: /V -(Y/ - Zoning: Description'of Work: A/eirJ sig /ticZ-� Plan Review Contact Person: Title: l�irNss" rNLIfG%Z Phone: <%U7��/3J"% 7W-3 Fax: E-mail: Property Owner Information Name; i ?,c��/lii Wil' / i ir1� !� S�'7�+'i ocf� Phone: -4V7- l tl - r�.f�� Street: //Ol) f/w4�Weli-re,%!- A- v/I Resident of property?,: NO City, State Zip: Contractor Information Naivef}�i�Ri�,G/J/L--�/U�l�xiii s� /�v S�ily�L� Phone: <f07.114 -,!��3_ Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: L�SL-'"d- ,G�.SSDGila�s Phone: 7�0? Yfi� '�i✓��`3 Street: �/h`�c' S /5,U�,10cG,O,gZ0Q e' i off/L1 Fax: City, St, Zip: 4 PVA1--_A-3� 70�� E-mail: /�►��cc%., GSA � Gd,� ��SC�: C� � Bonding Company: 14 I A. Mortgage Lender: a- r , Address: �f/ 1.. (� ` �, `�/ �/ _ �,�, �(/�/r/ �%c'. Address: /// / %(J ,.- No. of Dwelling Units. " `" ! Flood Zone: _ N11> Electrical El- Plumbing I7" "New Service No. of AMPS: New Construction - No. of Fixtures: _ " Mechanical I] (Duct layout required For new systems) Fire Sprinkler/Alarm 0 No. of heads: rY0011A .J ]JUD si�i7�1i l� a+ "e El�du� teat z� L� P MIT INFORMATION r� r� x� d i� nr t� - +�+1u11��e:��i1 ��; � , i, _ y .,,: Buildin P rmit30`1 � `� "a .rn�ro:) �M r r ", , « s 1 ,. ;�; tl PI1 a3 A Et1�i2 M11110) `� : , �r.iUr Ji '1 t;Clrr;irrit«o 1 Square Fo [age d G ction Type: No. of Dwelling Units. " `" ! Flood Zone: _ N11> Electrical El- Plumbing I7" "New Service No. of AMPS: New Construction - No. of Fixtures: _ " Mechanical I] (Duct layout required For new systems) Fire Sprinkler/Alarm 0 No. of heads: 8318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 8318.1.1 IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. R318.1.2 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED OR FORMED. 8318.1.3 IF SOIL TREAT MENI' IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. R318.1.4 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. R318"1.5 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. R318.1.6 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT (305 MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. 8318.5 FOAM PLASTIC PROTECTION. EXTRUDED AND EXPANDED POLYSTYRENE, PO LYI SOCYANU RATE AND OTHER FOAM PLASTICS SHALL NOT BE INSTALLED ON THE EXTERIOR FACE OR UNDER INTERIOR OR EXTERIOR FOUNDATION WALLS OR SLAB FOUNDATIONS LOCATED BELOW GRADE. THE CLEARANCE BETWEEN FOAM PLASTICS INSTALLED ABOVE GRADE AND EXPOSED EARTH SHALL BE AT LEAST 6 INCHES (152 MM). EXCEPTIONS: 1. BUILDINGS WHERE THE STRUCTURAL MEMBERS OF WALLS, FLOORS, CEILINGS AND ROOFS ARE ENTIRELY OF NONCOMBUSTIBLE MATERIALS OR PRESSURE PRESERVATIVELY TREATED WOOD. 2. WHEN IN ADDITION TO THE REQUIREMENTS OF SECTION R320.1, AN APPROVED METHOD OF PROTECTING THE FOAM PLASTIC AND STRUCTURE FROM SUBTERRANEAN TERMITE DAMAGE IS PROVIDED. 3. ON THE INTERIOR SIDE OF BASEMENT WALLS. R318.6 PROTECTION AGAINST DECAY AND TERMITES. CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. R318.7 PREPARATION OF BUILDING SITE AND REMOVAL OF DEBRIS. R318.7.1 ALL BUILDING SITES SHALL BE GRADED TO PROVIDE DRAINAGE UNDER ALL PORTIONS OF THE BUILDING NOT OCCUPIED BY BASEMENTS. R318.7.2 THE FOUNDATION AND THE AREA ENCOMPASSED WITHIN 1 FOOT (305 MM) THEREIN SHALL HAVE ALL VEGETATION, STUMPS, DEAD ROOTS, CARDBOARD, TRASH AND FOREIGN MATERIAL REMOVED AND THE FILL MATERIAL SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL. THE FILL SHALL BE COMPACTED TO ASSURE ADEQUATE SUPPORT OF THE FOUNDATION. R318.7.3 AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND DEBRIS SHALL BE COMPLETELY REMOVED FROM UNDER THE BUILDING AND WITHIN 1 FOOT (305 MM) THEREOF. ALL WOOD FORMS AND SUPPORTS SHALL BE COMPLETELY REMOVED. THIS INCLUDES, BUT IS NOT LIMITED T0: WOODEN GRADE STAKES, FORMS, CONTRACTION SPACERS, TUB TRAP BOXES, PLUMBING SUPPORTS, BRACING, SHORING, FORMS OR OTHER CELLULOSE -CONTAINING MATERIAL PLACED IN ANY LOCATION WHERE SUCH MATERIALS ARE NOT CLEARLY VISIBLE AND READILY REMOVABLE PRIOR TO COMPLETION OF THE WORK. WOOD SHALL NOT BE STORED IN CONTACT WITH THE GROUND UNDER ANY BUILDING. FBC 2304.11.10.1 IN ORDER TO REDUCE CHANCES OF TERMITE INFESTATION, NO WOOD, VEGETATION, STUMPS, DEAD ROOTS, CARDBOARD, TRASH, OR OTHER CELLULOSE CONTAINING MATERIOAL SHALL BE BURIED ON THE BUILDING LOT WITHIN 15 FEET (4.6 M) OF ANY BUILDING OR THE POSITION OF ANY BUILIDING PROPOSED TO BE BUILT. MASTER REVISIONS DATE I DESCRIPTION MW STRUCTURAL NOTES: CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, ANDA MAXIMUM WATER/CEMENT RATIO OF 0.63 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP PROVIDED. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185/ A185M-07. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN 'THE 6". POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN 1.5 LBS OF FIBER PER CUBIC YARD 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A185M-04A GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE 7. SIMPSON HIGH STRENGTH EPDXY-TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE 2010 FLORIDA RESIDENTIAL BUILDING CODE IS TO BE IMPLEMENTED. F303.4 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-0601, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI ) `L. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-07. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7- GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5-11.1- 1-1. °11.111. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE EITHER #1 SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. `L. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A OR CA -13 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. COLUMNS: 2.0E Fb = 2950 BEAMS: 2.OE Fb= 2950 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A C GROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C-D EXTERIOR OR OSB PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. 'TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS: 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8, THE TRUSS NP,.NUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS.AND STRUCTURAL PLANS FOR MORE INFO. FIELD REPAIR NOTES 1, MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY-TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT: IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1-/4"x 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE EOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 1.6d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT EOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. STRUCTURAL DESIGN CRITERIA CODE CRITERIA 2010 FLORIDA BUILDING CODE RESIDENTIAL FLORIDA FIRE PREVENTION CODE (2010 EDITION) - FLORIDA ACCESSIBILITY CODE (2012) NFPA 70-05. NATIONAL ELECTRICAL CODES. (NEC 2008) - BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE - (ACI 318-08). SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS - (ACI 301-08). BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-08). NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2012 EDITION. WOOD FRAMED CONSTRUCTION MANUAL 2012 EDITION. APA PLYWOOD DESIGN SPECIFICATION. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2010 EDITION DEFLECTION CRITERIA ROOF TRUSSES* METAL LL/360 TL/240 COMMMENTS: ROOF RAFTERS ROOF (PSF) LL/180 TL/120 TOP CHORD LL ROOF RAFTERS (W/O CLG) 20 LL/360 TL/240 TOP CHORD DL FLOOR TRUSSES/ BEAMS ** 10 LL/360 TL/240 BOTTOM CHORD LL* FLOOR I -JOIST*** 0 LL/480 TL/240 BOTTOM CHORD DLT *TL MAX 1" UP TO 40FT SPAN 10 10 * *TL MAX 3/4" TOTAL(PSF) 40 * * * TL MAX 1/2" 45 55 GENERAL ROOF LOADING TOP CHORD LL SHINGLE METAL TILE HEAVY B ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 10 10 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DLT 10 10 10 10 TOTAL(PSF) 40 40 45 55 BOTTOM CHORD LL (OPT) (+) 21.2 + 21.2 ( ) 10 O 23.0 ATTICS W/ LIMITED STORAGE 20 i (+) 20.3 (+) 20.3 ATTICS W/ HEAVY STORAGE 50 O 26.4 Q a O. O 50 * ATTICS W/ NO STORAGE 10 rn -A LL 6gUQ,0. Q .+�'•. ��4roltli ryfN�; 05r O 20.8 O 23.9 (NON -CONCURRENT) WZLLJzw o_� (+) 17.9 17.9 100 LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN nVAL FROM EOR OR INDICATED,ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) B BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) ENCLOSURE CLASSIFICATION WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108.5 MPH EXPOSURE CATEGORY B BUILDING CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT D-1 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 60 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE DIAGRAM x'000) (-) VALUE DENOTES SUCTION U, CLip V) < F: AREA o O '" � U D (+) 21.2 + 21.2 ( ) 10 O 23.0 O 28.3 i (+) 20.3 (+) 20.3 20 O 22.1 O 26.4 Q a O. O 50 (+) 19.0 (+) 19.0 rn -A LL 6gUQ,0. Q .+�'•. ��4roltli ryfN�; 05r O 20.8 O 23.9 p U WZLLJzw o_� (+) 17.9 17.9 100 (-) 19.7 O 22.1 tet' DIAGRAM GARAGE DOORS* OVERHANG��i 9'-U" x 7'-0" 16'-0" x 7'-0" O 39.5 (+) 18.8 (+) 18.0 O 21.3 (-) 20.1 32701 Phone: GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.6 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. SPECIAL FLOOR LOADING GAME RUOM 60 (PSF) COMMMENTS: BALCOhIiES/DECKS. - . 40 (PSF) 4 BALCONIES OVER 100 SQ:FT 100 (PSF) ELECTRICAL PLAN LIGHT STORAGE 125 (PSF) D-1 LIBRARIES D-1 DETAILS READING ROOMS 60 (PSF) '� �:: r� � STACK ROOMS 150 (PSF) mai° GENERAL NOTES 51ANFORD BUILDvim ING DEPT. 1 � '!{\I`fO APERRMITIA?ERCE-,Io VROG~VIO crs P,Ccio�_ Q TO pE A L 5tq fl_ ITY To f ,F TFIE rPPaS ORK T R, SEIGAL GOdF'' NgUILD NG GANr,,EL. A- HN OFAI�TE II PREVENT "I FI A GORRlG' pROy►SION� ft Rtr r REp1JIRING Urr[I9 P Fpivt THERpAi "OF rr F pi ANS, Gp OF THE OpDE�. -flOI`I OF ERROR'' oR oTFIER vtol..Arlc�N5 FOUNDATION INSPECTION: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSEPCTIONS PER FBC 1.05.6 GUTTER REQUIREMENTS WHEN SEPTIC FIELDS ARE LOCATED IN THE FRONT OF THE HOUSE, GUTTERS ARE REQUIRED TO DIRECT RUNOFF AWAY FROM LEACH FIELDS NOTICE TO PERMITTING KEESEE AND ASSOCIATES, INC. PRACTICE RESIDENTIAL DESIGN AS REGULATED BY THE STATE OF FLORIDA STATUE 481.229. THESE PLANS WERE DESIGNED AND PREPARED BY A CERTIFIED PROFESSIONAL BUILDING DESIGNER (CPBD), CERTIFIED THROUGH THE NATIONAL COUNCIL OF BUILDING DESIGNER CERIFICATION (NCBDC) AND THE DESIGNERS ARE PROFESSIONAL MEMBERS OF THE AMERICAN INSTIUTE OF BUILDING DESIGN (AIBD). THE STRUCTURAL PORTIONS ONLY OF THIS PLAN MUST BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. PLAN 1202 wl CAR GARAGQ INDEX OF DRAWINGS SHT NO I TITLE CS I COVER SHEET 1 SITE PLAN 2 FOUNDATION PLAN 3 FLOOR PLAN 4 ELEVATIONS 5 ELECTRICAL PLAN 6 ROOF PLAN D-1 DETAILS D-1 DETAILS W -P WATERPROOF DETAILS IT # U, N �J' D 1.1 N No C '� �:: r� � +`oc� ° r, °° E t mai° V �0 Q U N U x'000) U, CLip V) < F: 1. w - o Affiliations: B U D \d�r' G P ,• i ® Consultants: �g -L N U z U ti _<z mom �❑o Z(L � zmz,�z IM _ L°�z O rn -A LL 6gUQ,0. Q .+�'•. ��4roltli ryfN�; 05r YUx (_)� .u) 7Al � � L �. .+p °°Ly'� - W a � y 4- , cn '! <c4a`o'.� �N ✓ w a 4 , •111, WZLLJzw o_� z , LU z��U` W U a ' U Ld OLU Z ffr f�'F s e =• ��d ® Builder: nYy�/✓///��,,,..y.,��r��i��''. l�' N.h b '. h . t--':: lji . � ' , W y.... z . . ..... 251 Maitland Ave suite 312 Altamonte Springs, FL 32701 Phone: 407-696-5855 Fax: 407-331-0504 Web: HabitatSeminoleApopka.org Plan Issue Date: April 26, 2012 Revisions: 1 BASE PLAN REV. 07-00328 2 3 4 5 BUIL TI 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 Job Information: LLA o LL m /I 0 +gyp Y C O m 00 ai .m rl ct5 N Ln U) z 0 CNI U KA PROJECT NUMBER 2012-0672 L: c m Sheet: C S Of: N COVER SHEET 4" SLAB W.W.M. (VERIFY) oo GRADE N z 16" X 20" MONO FTG W/ 2 #5 .•a' REBAR CONT MIN LAP 25" 1SINGLE STORY FTG BEARING SCALE: 1/2" = 1'0" VARIES SEE FOUNDATION PLAN o STEP DOWN NON BRG. SCALE: 1/2" = 1'0" CURB W/ 145 CONT. 8 4" SLAB 0'0' F.F. 11 1771 — ' ° VARIES C'4 d. , °g •p ' 2 # 5 REBAR 16 ZM TION @ GARAGE WALL SCALE. 1/2" = 1'0" 4" X 8" X 16" CMU TILE SILL BY z TILE CONTRACTOR (RAISED OR FLUSH) LU F.F. REINF. SEE PLAN 2 # 5 REBAR 9 SECTION @ SHOWER SCALE: N.T.S. GENERAL FOUNDATION NOTES: 1 PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 a INDICATES FILLED CELL W/3000 PSI CONC, FROM FIR. 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. SPECIFICA:riONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE FM18 ON SHEET D-1 FOR ADDITIONAL INFORMATION. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. J C G' F.F. 4" SLAB OiI fill 8" OTHICKENED EDGE 3 SCALE: 1/2" = 1'0" PROVIDE 11/2" 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" SEE FND. PLN FOR STEP DOWN HGT (TYP 4") F.F. PORCH FIN. FLR. -------------- � 1/2" EXP. JOINT 16" 4 PORCH STEP DOWN SCALE: 1/2" = 1'0" 2 #5 BENT BARS W/ MIN. 25" LAP SP IC MIN. 8" OR SEE 16" MAX STEP TYP SEE TY 2 #5 CONT. 4 SEC. SI' 2 #5 CONTM. IN. 1 TYP. STEP FTG. DETAIL SCALE:1/2"=1'-0" 1=00TINC3 SCHEDULE MARK 61ZE DEPTH REINFORCING GRAVITY CAP. Elbe] F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-6" X 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 Fq.5 4'-6" X 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" X 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 iANITARY fER PLUMBING RISER DIAGRAM N.T.S. NOTE: Licensed Plumber to verify and has the authority to change as needed to comply with the current code. F. F. A" SI AR 2- #5 REBAR M5 THICKENED EDGE RING SCALE: 1/2�=:VO" IPLAN SEC. CONT REINF. E FND. FOR IANTITY X 25" X 25" )RNER BAR ONE )R EA. HORIZ. =BAR, TYP. U.N.0 TYP. CORNER BAR 1 PLAN DETAIL SCALE: 1/2"=1'-0" EXT DOOR SILL 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 atyPLAN SEE 1 CONTROL JOINT DETAIL SCALE:1/2"=1'-0" POST & POST SIMPSON ABU66 w/ (12) 16d NAILS TO POST F.F. AND 5/8"x18" LONG A.B. -.44" SLAB HOOK BELOW FTG. REIN. o CONC. PAD w/ REBARS EA. WAY PER INFO ON FOUND. PLAN SEE FOUNDATION FOR '[SIZE & REQUIRED REBA91 COLUMN PAD DETAILS NO SCALE 2 X 4 P.T. PLATE 1/2"X 6" ANCHOR BOLT 16" X 12" CONT. FTG OR RED HEAD 245 REBAR CONT. LAP ALL 6" FROM CORNER & SPLICES 25" MIN. EVERY 48" THEREAFTER _ W/ 2" X 1/8"FLAT WASHER VARIES .d e' r 4.. 1,-4„ - 4„ STEP DOWN BRG. SCALE: 1/2" = 1'0" 4F'_7" VERIFY LOCATION OF A/C COMP. Int FIPI n %A//RI III nc0 FOUNDATION PLAN SCALE = 1/4" = 1'-0" (D r ...� L — O -U o� -Dix) 2 rw csE ,.Y J � w U •t (Uj 0 ----- U a a r) U JQ) 0 U v) o Q ck, C5 ® Affiliations: B ID y UII' P Consultants: L N r L0 W=oe maw w u o�za4 —'.� rn N Zr�o d � 80 c, C uNv_>o U L'o J Z, o U °,' LIJ N L .�S Ux C3 'nom ° dry; P (N Q,. LLI Lu 0 ca (5¢08I Li J ° 4 g TW .`t0 Lu LU ® Builder. !Il9i1 -.4 sQ.n..zG xa 251 Maitland Ave suite 312 Altamonte Springs, FL 32701 Phone: 407-696-5855 Fax: 407-331-0504 Web: HabitatSeminoleApopka.org Plan Issue Date: April 26, 2.012 Revisions: 1 BASE PLAN REV. 07-00328 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 sornething 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 rnade, before any work Is done I I Job Information: I EXTEND SLAB 1-1/2" BEYOND 16" X 20" MONO [BLOCK FACE FTG W/ 3 #5 0 REBAR CONT F.F. MIN LAP 25"- cU 2- #5 REBAR °•' pill :o .o EXT DOOR SILL 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 atyPLAN SEE 1 CONTROL JOINT DETAIL SCALE:1/2"=1'-0" POST & POST SIMPSON ABU66 w/ (12) 16d NAILS TO POST F.F. AND 5/8"x18" LONG A.B. -.44" SLAB HOOK BELOW FTG. REIN. o CONC. PAD w/ REBARS EA. WAY PER INFO ON FOUND. PLAN SEE FOUNDATION FOR '[SIZE & REQUIRED REBA91 COLUMN PAD DETAILS NO SCALE 2 X 4 P.T. PLATE 1/2"X 6" ANCHOR BOLT 16" X 12" CONT. FTG OR RED HEAD 245 REBAR CONT. LAP ALL 6" FROM CORNER & SPLICES 25" MIN. EVERY 48" THEREAFTER _ W/ 2" X 1/8"FLAT WASHER VARIES .d e' r 4.. 1,-4„ - 4„ STEP DOWN BRG. SCALE: 1/2" = 1'0" 4F'_7" VERIFY LOCATION OF A/C COMP. Int FIPI n %A//RI III nc0 FOUNDATION PLAN SCALE = 1/4" = 1'-0" (D r ...� L — O -U o� -Dix) 2 rw csE ,.Y J � w U •t (Uj 0 ----- U a a r) U JQ) 0 U v) o Q ck, C5 ® Affiliations: B ID y UII' P Consultants: L N r L0 W=oe maw w u o�za4 —'.� rn N Zr�o d � 80 c, C uNv_>o U L'o J Z, o U °,' LIJ N L .�S Ux C3 'nom ° dry; P (N Q,. LLI Lu 0 ca (5¢08I Li J ° 4 g TW .`t0 Lu LU ® Builder. !Il9i1 -.4 sQ.n..zG xa 251 Maitland Ave suite 312 Altamonte Springs, FL 32701 Phone: 407-696-5855 Fax: 407-331-0504 Web: HabitatSeminoleApopka.org Plan Issue Date: April 26, 2.012 Revisions: 1 BASE PLAN REV. 07-00328 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 sornething 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 rnade, before any work Is done I I Job Information: I FOUNDATION PLAN IU 0 cU Q o C —I o u_ m N m o 00 - m � ui N LO (n Z ® o N ca S �a 0- T1 W J V KA PROJECT NUMBER 2012-0672 0 LD Sheet: Of: FOUNDATION PLAN BEARING WOOD WALL SCHEDULE 151=-,4M 5C:HF_DlJL1-= STUD CONNECTION & FASTENERS- - LUMBER UPLIFT MARK r - SPACING TOP BOTTOM SPECI•ES CAP.(plf) -- MARK HEADER SIZE= REMARKS .. .. - -NO- BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT (2) - 2X6 #2 SYP BMI W/ 1/2" FLITCH 1SP2 W/ (6)-10d SPI W/ (6)-10d PLATE L_-BW2t 16 NAILS NAILS SPF 402 l (2) SP2'W/ SPF 803 / (6) (2) SP1 W/ (6) BM2 (2) 2X8 FL SYP -...BW3.. 16" 10d NAILS 10d NAILS PLATE 1/2 ITCH ......................... ................................. ........................................................ ............................ ...... ........... _....... ------.. PL BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO �..�.-----..� UPLIFT M3 (2) - 2X10 #2 SYP SP2 W/ (6)-10d SP1 W/ (6)-10d PL 1/2" FLITCH BW5 16 NAILS NAILS SYP 439 PLATE -......_......... --------------- - - __ _ ........ -- ---- - --- (2) SP2 W/ (6) SPI W/ (6)10d (2) - 2X12 #2 SYP CONNECTION:PROVIDE BW6 16" 10d NAILS NAILS SYP 878 M4 W/1/2" FLITCH O SIMPSON LSTA24 OR _..........__.....--- -I __-._.................................................__........._• NO PLATE (2) SIMPSON FITS20 TO WOOD ....................... POST OR (2) SIMPSON B0 12" ! (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT HETA16 TO CMU COL. SP2 W/ (6)-10d SPI W/ (6)-10d (2) - 13/4" X 111/4 CONNECTION: PROVIDE BW8 12" SPF 535 M5 (2) SIMPSON LSTA24 OR _ NAILS i NAILS LVL 2.0E Fb=2950 _--••••_-__-_.-_--�-- - --- _-- I (2) SIMPSON HTS20 TO WOOD T___--- _....------- ---- __.-_.__ POST OR (2) SIMPSON (2) SP2 W/ (6) ;SP1 W/ (6)10d BW9 12" 10(i NAILS :NAILS SPF 1070 HETA16 TO CMU COL. ......................... ............... _--------..--.........................................-.-.-.....-......----1..(:2) ---....................._..................... ----.................. .............. ...........................------ CONNECTION. PROVIDE (2) -1 3/4" X 117/8 BW10 12" (2) 16d TOENAILS 16d TOENAILS SYP 0 M6 LVL 2.0E Fb=2950 (2) SIMPSON LSTA24 OR ---....) (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON FIETA16 TO CMU COL. r TOP OF WALL a- DOUBLE 2x TOP PLATE *VERIFY W/ PLAN CORRECT LENGTH OF SEE PLAN �,�.,, .... ..............--._......:::' ................. MASONRY WALL REAMS REQUIRED i SEE PLAN 2x STUDS PER DOUBLE 2x HEADER ' PLAN/ SCHEDULE COLUMN 5r+�:HEt7lULF_ SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL I , MARK COLUMN SIZE (BASE) CONN. 4 FASTENER UPLIFT(Lb) INDICATED ABOVE WITH -'"............ SEE MS03/S-1 FOR NO UPLIFT CONNECTORS j BRG WALL TO INDICATED IN WFO9 CAN I ! MASONRY WALL i CONNECTION INFO CI (3) 2X4 #2 SPF (6) 16d TOENAILS 0 BE IGNORED. W N 3068-2 BF ' - -RASH VERIFY LOCATION o o U 2x MID -SPAN BLOCKING ? TYP. L 1 CAR GARAGE OF A/C COMP. rn CONNECTORS 0 E ,° S01 W/ (2) 12d TOENAILS @ CLOSET IN FIELD W/BUILD ( FTUB/S-IOWER RANGE/HOOD TOP &BOTTOM C2 --- (3) 2X4 #2 SPF LTT2UB W/ 1/2" WEDGE EACH END FOR WALLS VTR w ' �� I I-----� PER PLAN / x o O ; ANCHOR* & (10) 16d NAILS TALLER THEN 8'-0" SH 25 CARPET •-------------------- CO :J KITCHEN SCHEDULE ABOVE ;= 0 P. w I• L1J � Q F.F. -- • •...-- ------------ EGRESS Lu m c ; SEE FOUNDATION C3 (3) 2X4 #2 SYP (6) 16d TOENAILS .:,' :, r;:.:' , r•. ..... ......:�:. ......... ° p 0 PLAN FOR MORE I I VINYL ' x w i= 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" ' : 4'-7" INFO c 2, 8,.. N EMBEDMENT OR 1/2" A.B. @ STEP W/ I 11'-3" SW= SHEARWALL C4 (3) 2X4 #2 SYP LTT20B W/ 1/2" WEDGE NAILS MIN. 7" EMBEDMENT PAST STEP DOWN. 23'-10" RES MIN REQUIRES REQUI DOUBLE rn 3' 6" 3' 11' ANCHOR & (10) 16d ALT.: SIMPSON 1/2" TITEN HD @ 32 O.C. USB PLYW'D 6" 4'-10" 46'-2" W/ SAME EMBEDMENT BRG. WALL DETAIL W/8d NAILS AT 4"oc IN FIELD AND EDGE. C5 (2) 2X6 #2 SPF (6) 16d TOENAILS 1 L-FT20B W/ 1/2" WEDGE � C6 (2) 2X6 #2 SPF ANCHOR & (10) 16d NAILS 8'-0 LG. I o G� (2) 2X6 #2 SYP (6) 16d TOENAILS C10 C8 (2) 2X6 92 SYP LTi20B W/ 1/2" WEDGE ANCHOR* & (10) 16d NAILS c00o VINYL BEDROOM #3 I BEDROOM #2 C9 4X4 P.T.#2 ABU44 W/ 5/8" ATR** 2 N SYP POST & (12) 16d NAILS ° 6X6 P.T. #2 ABU66 W/ 5/8" ATR** = *RW.9 CIO 3 -5„ 5' 0" SYP POST & (12) 16d NAILS co - TYP. 5068-2 BF 3.5X3.5 P.L. PHD5-SDS3 W/ 5/8" ATR** --- CIl 2.0E Fb=2900 & (14) 1/4"X3" SDS TEP DOWN (WOLMANIZED IF EXT.) WOOD SCREWS N -------- R/SH----- 3.5X5.25 P.L. PHD5-SDS3 W/ 5/8" ATR** F09 C12 2.0E Fb=2900 & (14) 1/4"X3" SDS (WOLMANIZED IF EXT.) WOOD SCREWS HVAC 3.5X7 P.L. PHD6-SDS3 W/ 7/8" ATR*** - - - - - - - C13 2.OE Fb=2900 & (18) 1/4"X3" SDS 2468 (WOLMANIZED IF EXT.) WOOD SCREWS BM4 5.25X5.25 P.L. PHD6-SDS3 W/ 7/8" ATR*** 286 C14 2.0E Fb=2900 & (18) 1/4"X3" SDS (WOLMANIZED IF EXT.) WOOD SCREWS * MINIMUM 4.5 INCH EMBEDMENT FOR 1/2" WEDGE ANCHOR ** MINIMUM 6 INCH EMBEDMENT FOR 5/8" ATR *** MINIMUM 8 INCH EMBEDMENT FOR 7/8" ATR 11 J 11'-7" 1 TYP. ASTER BED N 8'-0" CLG. , = CARPET w � W u v c � cs ' e r L J Z Y �a I o , 4 LIVING ROdM 8'-0" CLG. CARPET Dq N m 46'-2" TYP. ' D-2 HOSE n `r BIBB 1740 c � SH 25 0 2'-0" 1-A 9'-4" 1740 0 W N 3068-2 BF ' - -RASH VERIFY LOCATION o o U 1740 TYP. L 1 CAR GARAGE OF A/C COMP. rn C?4 0 E ,° S01 CLOSET IN FIELD W/BUILD R FTUB/S-IOWER RANGE/HOOD 8' 0" CLG. D9 --- ---- ------------------- w M V) CLG. VTR w ' �� I I-----� x o O ; BOX@ 1740 SH 25 CARPET •-------------------- CO :J KITCHEN CARPET ;= 0 P. w I• L1J � Q 8'-0" CLG. T CARPET VT i EGRESS Lu m c ; p g 7-� ° p 0 S I I VINYL ' x w i= 2012-0672 4'-7" O c 2, 8,.. N 10'-8" I 11'-3" 74 •v . 7 4 p w ° .� 4 4 7a •v . D 4 o ° D Pa •v , m =� 0 23'-10" LoI DOUBLE rn 3' 6" 3' 11' " 4BTIm 10'-2" 6" 4'-10" 46'-2" I I SINK Ncv 1 i � cn 8'-0 LG. I o D • S01 C10 2668 c00o VINYL BEDROOM #3 I BEDROOM #2 RSH TYP. ' D-2 HOSE n `r BIBB 1740 c � SH 25 0 2'-0" 1-A 9'-4" 1740 0 W N 3068-2 BF ' - -RASH o o U 1740 L 1 CAR GARAGE 0 rn C?4 0 E ,° CLOSET Z > FTUB/S-IOWER RANGE/HOOD 8' 0" CLG. o --- ---- ------------------- 8' 0' CLG. w ' O 0 I I-----� x o O ; BOX@ 1740 m Li - 00 CARPET •-------------------- CO :J KITCHEN CARPET ;= 0 W.H. w 36" AFF L1J � , 8'-0" CLG. T CARPET VT i N Lu m c ; �- LJ CARPET ° p 0 S I I VINYL ' x w i= 2012-0672 m = O c o ° w m a C: a� I r V 4 74 •v . 7 4 p w ° .� 4 4 7a •v . D 4 o ° D Pa •v , 4685 16'-4" 23'-10" LoI DOUBLE rn 3' 6" 3' 11' ; 10'-2" 6" 4'-10" 46'-2" I I SINK 1 i � 8'-0 LG. I o D • S01 C10 2668 c00o VINYL , I ° RSH B 2 N 0 ° = /---- = *RW.9 YT 3 -5„ 5' 0" 1' 9" 5'A" co - TYP. 5068-2 BF •d --- TEP DOWN N -------- R/SH----- v F09 /C v A HVAC D-2 - - - - - - - 5'-0., ° 2468 ------- BM4 o�2668 286 HALL 5068 OP'GW8'-0" D CLG.CARPET --------------------- 5'9" 6" Om23'-7" 9'-0"3' 6" w 7"'0' PROVIDE PLATFORMFOR HVAC UNIT VERIFY SIZE WITH ''2468MFGR _ = , , , _ BM4 TYP. ' D-2 HOSE n `r BIBB 1740 c � SH 25 0 2'-0" 1-A 9'-4" 1740 0 I W N - - - - - -- - - - - t ------------ REF.- 00 rr - -RASH o o U 1740 L 1 CAR GARAGE 0 C?4 0 E ,° ' Z > G.T RANGE/HOOD p' o --- ---- ------------------- HANSON n m Zi ' O 0 I I-----� x o O D BOX@ 1740 m Li - 00 DINING AREA •-------------------- CO :J KITCHEN � ;= 0 W.H. SYM. 36" AFF L1J � , 8'-0" CLG. ® 0 I I 8'-0" CLG. N Lu m c ; , - �'I �- LJ CARPET ° p 0 S I I VINYL ' x w i= 2012-0672 m = O c o ° w m a C: a� I r V 4 74 •v . 7 4 p w ° .� 4 4 7a •v . D 4 o ° D Pa •v , 4685 16'-4" 23'-10" LoI DOUBLE N¢vii I�1 _ Jit N U -0000 46'-2" I I SINK 1 8'-0 LG. I o S01 C10 --------- -------- VINYL D-2 I N UTI L TY ;.' *RW.9 3068 IL _ ° - - TYP. •d TEP DOWN SH 25 " F09 v A D-2 rn 5'-0., ° 23'-10" ° BM4 D --------------------- 5'9" 6" 6'-3" I FLOOR PLAN SCALE = 1/4" = 1'-0" 140 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +21.2 / -23.0 +21.2 / -28.3 a � C +20.3 / -22.1 ( U ) +20.3 / -26.4 `W a.......... E +19.0 / 20.8 F +19.0/-23.9 +18.8 / -21.3 ( M ) +18.0 / -20.1 Q NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND f= SPEED. THE WIND PRESSURES LISTED ABOVE ARE Uj C: "ALLOWABLE" PRESSURES Q� (D n3 -a r GENERAL NOTES .q) 0 V" cl)O .tit O n ccoo 1. R302.6 (table 302.6) If water based ceiling texture "' (D � F�7 material is used, Provide ih" gypsum board for 16" O.C.;L -�° 0 0 0 r^.. L Frarning, or 5/8" gypsum board for 24" o.C. Framing.:SZc%, N 0 ° •� m 0 Note lfl" sag -resistant gypsum board may be used I.L.O. _.._.............. U Of 5/8" gypsum. 5/8" type "X" gypsum board must be O o Y installed on garage ceiling beneath habitable room(s). -r- CL C) 00, 000 0 Q 2. R302.5.2 Duct Penetration. Ducts in the garage anda ' f� ducts penetrating the walls or ceilings separating the `�= dwelling from the garage shall be constructed of a min- Imurn No. 26 gage (0.48 mm) sheet steel, 1 inch min- irnurn rigid nonmetallic class 0 or classl duct board, Affiliations: or other approved material and shall have no openings u _ into the garage. A i1C P, 3. R302.5.1Door from gamge irto house must be a B D.,, minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. V Consultants: 4. R302.7 Any accessible space under a stairway shall 5 w o `d LO be protected with 1/z" gypsum board. - Z N rn m0� 5. All doors and windows providing direct access from o s V W� U) N cCOv the home to the pool shall be equipped with an exit D a U) V, w 000 d alarm complying with UL 2017 that has a minimum <« Q C 00 u7 sound pressure rating of 85 db a at 10 feet. The exit LU aU v g i alarm shall produce a continuous audible warning o z w o O ~ when the door or window are opened. a a17 -• �.-in- 6, Bathroom exhaust fans must vent to the exterior of W the building, exhaust to attic space and soffits is not c acceptable..wo W .o 7. 8302.6 The garage shall be separated from the w Z z WZ0 W o 5' rz 3�x 0 v_C residence and ft's attic by riot less than 1/2 -inch � a z ' Lrjb-i - (12.7mrn) gypsum board applied to the garage side. w LL A L}1+ a�..'!� t beneath rooms shall be separated from all o o W : i , z o." Garage`:x= ti u habitable roorns above by not less than 5/8 inch v o .,,•�, m• (15.9rnrn) type X gypsum board or equivalent. Where J� w 1� °• • t` :,ti the separation is a floor -ceiling assembly, the 0= f �f '°"»•' " structure supporting the separation shall also ~ F_ �:+.. P'6 r. C protected by not less than 1/2 inch (12.7rnrn) . Bwlder::�f��,r�Y,,rrr��\�� iv gypsum board or equivalent. 8. R612.2 Window sills In dwelling units, where the. opening of an operable window is located more than 'bit 1", 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear openingfori11, of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in �,PwC 4' 3 which the window is located. Glazing between then}, . floor and 24 inches (610 mm) shall be fixed or have openings through which a 4 -inch -diameter (102 ruin) sphere cannot pass. 251 Maitland Ave 9. R308.4 All windows within 2'-0" of doors and in suite 312 shower or tub areas will be saftey tempered glass. Altamonte Springs, FL 10. Ceiling for exterior entries and covered porches to 32701 have 7/16" span rated OSB nailed per zone on roof diahragrn nailing schedule. Phone: WALL LEG END 407-696-5855 Fax. 2X4 WALL 407-331-0504 N 2X6 WALL Web: �' o•'' �a HabitatSeminoleApopka.org ICF WALL SYSTEM (4" CORE) Plan Issue Date: AREA CALCULATIONS April 26, 2012 Revisions: A/C AREA 1261 S.F. 1 BASE PLAN REV. 0700328 4 COVERED PORCH 86 S.F. 2 1 CAR GARAGE 381 S.F. s TOTAL CV. 1728 S.F. BUILDER NOVICE: Its Is the intent of the designer that these plans are accurate and are clear enough for the licensed 0 professional to construct this project. In the event { that something is unclear or needs clarification, Stop, and call the designer listed ori 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 rnade, before any work is done Job Information: W rr o 1740 L 1 CAR GARAGE 0 C?4 0 E ; � 8'-0' CLG. A.F.F. 0 Z > G.T p' o --- ---- ------------------- -�' m Zi ' O 0 x o O O 1740 m Li - 00 •-------------------- CO :J M r -I (t3 o SYM. 2200 ® N JVVWJL �- D-2 ° p 0 J U Q Qa KA PROJECT NUMBER 2012-0672 2300 c o ° w m a C: a� r V 4 74 •v . 7 4 p w ° .� 4 4 7a •v . D 4 o ° D Pa •v , 4685 16'-4" 23'-10" 4685 46'-2" FLOOR PLAN SCALE = 1/4" = 1'-0" 140 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +21.2 / -23.0 +21.2 / -28.3 a � C +20.3 / -22.1 ( U ) +20.3 / -26.4 `W a.......... E +19.0 / 20.8 F +19.0/-23.9 +18.8 / -21.3 ( M ) +18.0 / -20.1 Q NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND f= SPEED. THE WIND PRESSURES LISTED ABOVE ARE Uj C: "ALLOWABLE" PRESSURES Q� (D n3 -a r GENERAL NOTES .q) 0 V" cl)O .tit O n ccoo 1. R302.6 (table 302.6) If water based ceiling texture "' (D � F�7 material is used, Provide ih" gypsum board for 16" O.C.;L -�° 0 0 0 r^.. L Frarning, or 5/8" gypsum board for 24" o.C. Framing.:SZc%, N 0 ° •� m 0 Note lfl" sag -resistant gypsum board may be used I.L.O. _.._.............. U Of 5/8" gypsum. 5/8" type "X" gypsum board must be O o Y installed on garage ceiling beneath habitable room(s). -r- CL C) 00, 000 0 Q 2. R302.5.2 Duct Penetration. Ducts in the garage anda ' f� ducts penetrating the walls or ceilings separating the `�= dwelling from the garage shall be constructed of a min- Imurn No. 26 gage (0.48 mm) sheet steel, 1 inch min- irnurn rigid nonmetallic class 0 or classl duct board, Affiliations: or other approved material and shall have no openings u _ into the garage. A i1C P, 3. R302.5.1Door from gamge irto house must be a B D.,, minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. V Consultants: 4. R302.7 Any accessible space under a stairway shall 5 w o `d LO be protected with 1/z" gypsum board. - Z N rn m0� 5. All doors and windows providing direct access from o s V W� U) N cCOv the home to the pool shall be equipped with an exit D a U) V, w 000 d alarm complying with UL 2017 that has a minimum <« Q C 00 u7 sound pressure rating of 85 db a at 10 feet. The exit LU aU v g i alarm shall produce a continuous audible warning o z w o O ~ when the door or window are opened. a a17 -• �.-in- 6, Bathroom exhaust fans must vent to the exterior of W the building, exhaust to attic space and soffits is not c acceptable..wo W .o 7. 8302.6 The garage shall be separated from the w Z z WZ0 W o 5' rz 3�x 0 v_C residence and ft's attic by riot less than 1/2 -inch � a z ' Lrjb-i - (12.7mrn) gypsum board applied to the garage side. w LL A L}1+ a�..'!� t beneath rooms shall be separated from all o o W : i , z o." Garage`:x= ti u habitable roorns above by not less than 5/8 inch v o .,,•�, m• (15.9rnrn) type X gypsum board or equivalent. Where J� w 1� °• • t` :,ti the separation is a floor -ceiling assembly, the 0= f �f '°"»•' " structure supporting the separation shall also ~ F_ �:+.. P'6 r. C protected by not less than 1/2 inch (12.7rnrn) . Bwlder::�f��,r�Y,,rrr��\�� iv gypsum board or equivalent. 8. R612.2 Window sills In dwelling units, where the. opening of an operable window is located more than 'bit 1", 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear openingfori11, of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in �,PwC 4' 3 which the window is located. Glazing between then}, . floor and 24 inches (610 mm) shall be fixed or have openings through which a 4 -inch -diameter (102 ruin) sphere cannot pass. 251 Maitland Ave 9. R308.4 All windows within 2'-0" of doors and in suite 312 shower or tub areas will be saftey tempered glass. Altamonte Springs, FL 10. Ceiling for exterior entries and covered porches to 32701 have 7/16" span rated OSB nailed per zone on roof diahragrn nailing schedule. Phone: WALL LEG END 407-696-5855 Fax. 2X4 WALL 407-331-0504 N 2X6 WALL Web: �' o•'' �a HabitatSeminoleApopka.org ICF WALL SYSTEM (4" CORE) Plan Issue Date: AREA CALCULATIONS April 26, 2012 Revisions: A/C AREA 1261 S.F. 1 BASE PLAN REV. 0700328 4 COVERED PORCH 86 S.F. 2 1 CAR GARAGE 381 S.F. s TOTAL CV. 1728 S.F. BUILDER NOVICE: Its Is the intent of the designer that these plans are accurate and are clear enough for the licensed 0 professional to construct this project. In the event { that something is unclear or needs clarification, Stop, and call the designer listed ori 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 rnade, before any work is done Job Information: FLOOR PLAN W L 0 E N Z > p' o J o LL m Zi x o O \ C° m Li - 00 yy M r -I (t3 LO 07 ® o N Z �- W J U Q KA PROJECT NUMBER 2012-0672 0 a C: a� Sheet: Of: W FLOOR PLAN RIDGE VENT nnnnnvinnn-rr 1-1-7c LEFT ELEVATION SCALE: 1/4" =1'-0" r EWS 4I WI 00 FIN. FLR. Q i� — TEXTURED FINISH V 2'-0" U X 23 SH Q LU O a � CO m O > J O LL FINISH = O a � 0 0 m 00 o c -I t6 EWS 4I WI 00 FIN. FLR. 3Ubb F HLNUH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" Y U O J m LL O EL 0 F - A 1 -LR.,, ,FIN. FLR. 8070 OVERHEAD DOOR L] 25 SH RIDGE VENT APPROXIMATE SIZE & LOCATION TEXTURED FINISH Q i� — TEXTURED FINISH V 2'-0" TYP. X 23 SH LU O TEXTURED CO 0E] O > J O LL FINISH O0 O 0 Li m 00 c -I t6 FIN. FLR. N Ln 0 o I- ro= E �0 is7 FIN. FLR. (2) 25 SH KA PROJECT NUMBER 25 SH Sheet: AM JIM Ar M FIN._ 3Ubb F HLNUH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" Y U O J m LL O EL 0 F - A 1 -LR.,, ,FIN. FLR. 8070 OVERHEAD DOOR L] 25 SH RIDGE VENT APPROXIMATE SIZE & LOCATION TEXTURED FINISH 0110T.011 I66t 12 r4 RIGHT ELEVATION SCALE: 1/4" =1'-0" RIDGE VENT APPROXIMATE SIZE & LOCATION 12 —4 701 S V O 23 SH LU O TEXTURED CO 00 O > J O LL FINISH O0 O 0110T.011 I66t 12 r4 RIGHT ELEVATION SCALE: 1/4" =1'-0" RIDGE VENT APPROXIMATE SIZE & LOCATION 12 —4 (2) 25 SH U 2'-0 , 0 M TYP. o a. O I- O O0 FIN. FLR_ 701 (2) 25 SH U 2'-0 , 0 M TYP. o a. O I- O O0 FIN. FLR_ c Q C) vi C 4) O Nr- EoCD R1 lD U µw, x ; O 00 o O ® Affiliations: A Cl N 1` If t Consultants: IKIP � G Z N W ❑ ❑ 22 -I InF =L ND1 �F❑y Cr)Om i LU ❑ a « ¢ v G LO � O'L it �— wU�o X J a N Li U rL LLl �'q 'i. _ 1- � � r•r-'� U F• d r.V LL L11 LU Lu .p�tA'.. .. •4 rte,© Lu , s� ® Builder: s 251 Maitland Ave suite 312 Altamonte Springs, FL 32701 Phone: 407-696-5855 Fax: 407-331-0504 Web: HabitatSeminoleApopka.org Plan Issue Date: April 26, 2012 Revisions: 1 BASE PLAN REV. 07-00328 I 2 U FRONT ELEVATION SCALE: 1/4" =1'-0" - 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 I Job Information: I IBJ S V O O LU O L CO 00 O > J O LL O0 O � D m m 00 c -I t6 FIN. FLR. N Ln c Q C) vi C 4) O Nr- EoCD R1 lD U µw, x ; O 00 o O ® Affiliations: A Cl N 1` If t Consultants: IKIP � G Z N W ❑ ❑ 22 -I InF =L ND1 �F❑y Cr)Om i LU ❑ a « ¢ v G LO � O'L it �— wU�o X J a N Li U rL LLl �'q 'i. _ 1- � � r•r-'� U F• d r.V LL L11 LU Lu .p�tA'.. .. •4 rte,© Lu , s� ® Builder: s 251 Maitland Ave suite 312 Altamonte Springs, FL 32701 Phone: 407-696-5855 Fax: 407-331-0504 Web: HabitatSeminoleApopka.org Plan Issue Date: April 26, 2012 Revisions: 1 BASE PLAN REV. 07-00328 I 2 U FRONT ELEVATION SCALE: 1/4" =1'-0" - 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 I Job Information: I IBJ L �+ 0 > J O LL m o O D m m 00 c -I t6 ui N Ln 0 o ro= E a- Lu J V KA PROJECT NUMBER 2012-0672 Sheet: AM JIM Ar M Of: AM.111111C61►M WP GFI VERIFY LOCATION WITH BUILDER ELEC. METER )RCH LU '\ r r 1 C ELECTRIC I f Q'D BY CODE I ELECTRICAL PLAN. NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R313.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE 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 TIIE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. 2008 NEC 406.11 ELECTRICAL LEGEND t SINGLE POLE SWITCH $2 DOUBLE POLE SWITCH $3 THREE-WAY SWITCH t4 FOUR-WAY SWITCH tDM DIMMER SWITCH } CEILING FIXTURE SCOUNCE ( WALL MOUNTED) FIXTURE Cly SMOKE DETECTOR CM CARBON MONOXIDE/ SMOKE DETECTOR COMBO UNIT VVV ��JJJ FLOOD LIGHT FLUORESCENT LIGHTING Li Ll TRACK LIGHTING WP WATER PROOF W/ GROUND FAULT A-- CEILING FAN 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. - i .N Q) tt S:: 0 r � N CD R.� 0r�cc `Sz�«- o`er'^ E CJ -L W U 4 U M N:U';Q, X_- ClC' a> - w a Co �........��........�....µ�l i� ...:M O 0 Affiliations: B 1) ��► ® I Consultants: c� S 110 VOLT DUPLEX OUTLET SAME AS UNDERGROUND 110 VOLT SPLIT SWITCHED OUTLET Z N 150 = Ill COPPER OR 2/0 ALUMN. GROUND FAULT INTERRUPT to 1 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT DISCONNECT 150 UR—A/C DISCONNECT VOLT OUTLET 0__220 DOOR BELL ® SPECIAL SERVICES OUTLET D 0 a DISPOSAL TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI T.V. CABLE OUTLET L-= DISCONNECT SWITCH ® TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WP WATER PROOF RECESSED LIGHTING (D THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING ui BATH FAN W/ LIGHT 1FC1 INTERCOM SYSTEM O qXN IP�6. GARAGE DOOR U lF. p a E PUSH BUTTON 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. - i .N Q) tt S:: 0 r � N CD R.� 0r�cc `Sz�«- o`er'^ E CJ -L W U 4 U M N:U';Q, X_- ClC' a> - w a Co �........��........�....µ�l i� ...:M O 0 Affiliations: B 1) ��► ® I Consultants: c� S OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE Z N 150 = Ill COPPER OR 2/0 ALUMN. 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN .-i r- DISCONNECT 150 UR—A/C DISCONNECT UNDERGROUND 200 AMP SERVICE BY POWER COMPANY it 14 COPPER TO LIGHTS AND OUTLETS Ir a �rS2a TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI m darn PANEL # 10 COPPER TO WATER HEATER 118 COPPER TO RANGE INTERSYSTEM # 6 TO HVAC BONDING ��#4 TERMINATION PER GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 250.94 2008 NEC a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH z • h z b) BONDED TO CONTINUOUS 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. - i .N Q) tt S:: 0 r � N CD R.� 0r�cc `Sz�«- o`er'^ E CJ -L W U 4 U M N:U';Q, X_- ClC' a> - w a Co �........��........�....µ�l i� ...:M O 0 Affiliations: B 1) ��► ® I Consultants: c� S 0 Z N Q owo ZU .-i r- F- . Q L F LOU C`l C' A m o (D E z' — > Ir a �rS2a � m darn � Z)a nm w >coo D cD Y GD :LFT^ p p LL Q z • h z L0 :}k ,L wimp U g0g0q ui N In 0) W0 O qXN CV N N U lF. p a E �LL� °:.` O LU w N O N 0. In J-_ a a 0 m °-r Z 1< N N u. z r. N 5 w00 Gzpp w .'Z<}O -O L a QQ N i-7U� 11J Cep _ Z (3 (n W, zw Q. Z meq¢ LL MO ¢ OF �oq z`oo U FJ o merit W o 1ccLO LL F- w oT ® Builder: 251 Maitland Ave suite 312 Altamonte Springs, FL 32701 Phone: 407-696-5855 Fax: 407-331-0504 Web: HabitatSeminoIeApopka.org \I Plan Issue Date: I April 26, 2012 Revisions: 1 BASE PLAN REV. 07-00328 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 rnade, before any work is done I I Job Information: ELECTRICAL PLAN 0 Q L E z' — > o � J a U_ m Y o a ui N In 0) W o n- CV N N N a�'> = E a F� w V KA PROJECT NUMBER 2012-0672 0 0 o c Sheet: Of: 5 o: ELECTRICAL PLAN CONNECTOR SCHEDULE MARK SIMPSON CONNECTOR TYPE W1 FASTENERS O F RAME O HETA16 W/ (9) -1Ud X 11/2" TO . . . . . . . . . . . . . . HETA20 W/ (9) - 10d X 11/2" CONCRETE . . . . . . . . . . . . . . . 1Z......ittiltiia■■alaafa■■■a■■■■a,■paaa■■■r■a■■tea-iaaaa■■as■■a■nkn.,a■■■■■■-a-a■ FRAME G H2.5A W/ (10) - 8d NAILS TO a a a a a a aakaMairarra,rrrrrrxr/' o FRAME FRAME m H10 W/ (16) - 8d X 11/2" TO O FRAME m FRAME O MTS12 W/ (14) -10d X 11/2" TO FRAME MGT W/ (22) - 10d NAILS & 5/8" FRAME O ATR W/ 5" EMBEDMENT TO W/ SIMPSON "SET" EPDXY CONCRETE E E r FRAME OHTS -20 W/ (24) - 10d X 11/2" TO KA PROJECT NUMBER FRAME !e HGT-2 W/ (16) - 10d W/ FRAME 1 y 5" EMBED (2) 5/8" TO DIA. BOLTS CONCRETE ! 1 FRAME FGTR* W/ (18) -SDS 1/4" X 3 TO CONCRETE (2) HETA16 / (2) HETA20 FRAME 1 PLY W/ (12)-10d X 11/2" TO 2 PLY W/ (14)-16d X 11/2" CONCRETE FRAME (2) LGT-2 W/ (32)-16d SINKERS TO O (14) 1/4" X 2 1/4" TITENS CONCRETE ! SIMPSON HU410 OR HUC410 BEAM (MAX) W/ (18) 16d & (10) 10d TO NAILS BEAM SIMPSON HU410 OR HUC410 BEAM W/ (18) TITEN 1/4"X 13/4" TO & (10)-10d NAILS CONCRETE ROOF FRAMING NOTE5 SPF SYP TILE ROOFING SYSTEM (SIZE ARCH.) OVER MIN. 1/2" CDX (4 PLY) PLYWOOD SHINGLE ROOFING SYSTEM (SIZE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE 1810 1810 535 1600 F-1101li i 3140 3140 1245 1450 6280 6280 5000 5000 2035 2035 2500 2500 gKolem I M-111 i 1810 1085 (2) (q) TYP. @ HIP JACKS, U.N.O. (2) (q) TYP. @ HIP JACKS, U.N.O. GENERAL NOTES: VENTILATION CALCULATION ROOF CRITERIA FORMULA = S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) -12" OVERHANG U.N.U. * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH -PLUMB CUT FASCIA REQUIREMENT ROOF PITCH PER ELEVATION -WINDLOAD CALC. PER ASCE 7-02 1728/300 = 5.76/2 = 2.88 * 144 = 415 (VARIES BY LOCATION) 310 SQ. INCHES OF VENTILATION REQUIRED -SHINGLE LOADING -............ ...... O...................................................... O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1Z......ittiltiia■■alaafa■■■a■■■■a,■paaa■■■r■a■■tea-iaaaa■■as■■a■nkn.,a■■■■■■-a-a■ 0 G a■aa0aa■a as a as a aaa■6a,■■a■ a a a a a a aakaMairarra,rrrrrrxr/' o > J pLI- m O m 0 mC �; 1 a 41 , ■■ .■ ■■ 04 = ;■ _ a] E E r 1 y w *� _JU ¢ KA PROJECT NUMBER 2012-0672 !e 42 1 y Sheet: I 1 ■ ! 1 1 ■ ! 1 1 ■ 1 ■ ......r• .��.......,.� rr .. I j I S ! 1 �• ! 1 ■■ e ti e ! y •�.— r.> -s e ■ e � ■ -s-�d-..-..-a....---r--e I 1 ■ ! 1 w e ■ . - • ................... . • ■ ■ . I 1 ! S ! ■ ■ e ■ r ■ ■ C7 1! 1! ti l S■ 1! ti 1 i e I e h e a e h ; h i.rr.r.+ter.r...r.r..... ■ a -.. • • i • •,rrrrr..------• ♦...r•---- z--• •r .. r.,...... -� �7rL'LL1117.111.'1.111144 .................. . .�. .. . r. ■..rr..... ....■rr, L BEAM TO CONC ' . M ....... .......... ......•, ■ ee 1 1 i j ! � � , " ■ OCONNECTOR TYPICAL AT ALT. LOCATIONS UNLESS ............... ;, a ■ NOTtD OTHERWISE e , I 1 ■ r 1 Ir •! © I BEAM r 1 !r 1 TO CONC � I r ■ ■ ■ r . . ... . .............. . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ la-.-aa---a-sa-a.b r , .. r .. ■ ■ - - - r ! r ■ ! r r r STUD " ■ ■ r PACK ; i r UNDER a r a ■ r ■ � r ■ r . r f r � r r � r r � r . r r � r � r r G.T O r— — - — - — - — ---------- ------ I � r r r � r . r 4 r ■ r � r � r r 1 r y 1 ■ r h 1 ■ r h 1 � rrrrrrrrrrr.rrrrrrrrrrrrrrrrrrrrrrrr..ti.g.ti,�.�.��a��s�s3�-s°+,�ti.-+.-f.-e.t�. z.titi•+. •+. •+. •+.+. �. �. 1 ! s ................... . . r .. r ............. a ......... - .............. o ...... 1 (2) (0),L— TYP. @ HIP JACKS, U.N.O. NOTES: 1- ALL ROOF SLOPES ARE 4:22 U.N.O. 2- ALL OVERHANG TO BE 24" U.N.O. REFER TO ACTUAL TRUSS MFGR. LAYOUT FOR EXACT LAYOUT OF TRUSSES (2) (q) TYP. @ HIP JACKS, U.N.O. ROOF PLAN SCALE = 1/4" = 1'-0" (2)(0) TYP. @ HIP JACKS, U.N.O. (2) (q) TYP. @ HIP JACKS, U.N.O. yF _ � .s.. N 0 s � 0. Q (D<v tr; E U vcc) o r� Co o a r•• L m o g U N .6 ej fYi NzQ N D7 � v-- C -2 - r> 0 0W 0) aCO V] ¢ r: Affiliations: V � ff 5'. A 0 C R ®� JG P Consultants: U v LO U) zU U) 4 c+7 0 o�T U) �Nrn N (7 O �dUV) W 'o 00p (9 UPI hz 4t LO 0 U v O a, x -O U)WIL nSi�r F: ty r Q. '• z0 v (D C' � "LLJ� o¢o�z O N 3 :LiJ, ;scop 4m', �j� -, ✓ zLC7V] w��w Qt 7 X LL v ° 4'•' UJ UJ Om Lo t tit Builder: lm or. 46.11, .s t LO." z 251 Maitland Ave suite 312 Altamonte Springs, FL 32701 Phone: 407-696-5855 Fax: 407-331-0504 Web: HabitatSeminoIeApopka.org Plan Issue Date: April 26, 2012 Revisions: 1 BASE PLAN REV. 07-00328 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 I I Job Information: I ROOF PLAN W Ix Q) 0 G o > J pLI- m O m 0 mC �; Cv Liz Cn Z ® o 04 = N _ a] E E OIL w *� _JU ¢ KA PROJECT NUMBER 2012-0672 0 42 q) a� Sheet: Of: ROOF PLAN X I ROOF PROVIDE 2X4 MIN. BLOCKING AT ( - SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES h. SEE W/ (2) 12D NAILS EACH END TO MINIMUM 2x4 -�— I CROSSBRACING *DIAGONAL SPACED - PLAN (— TRUSS TOP CHORD PRE-ENGINEERED OVERLAP TRUSS BRAC NG AT 15'-0" O.C. MAX 1 WOOD TRUSSES AT LEAST ONE TRUS 6" OVERLAP (SEE PLAN FOR"'�" PACE � LOCATION) -""- -'l—BLOCKING 2X4 BLOCKIN TYP. "" �,�•� BETWEEN TRUSSES a A TRUSS SECT. A -A � Q) ' G.T ) a C3 ADD 2X4 ALONGSIDE U ~ r, o 53TOP CHORD WHEN REQ'D a o o 53 (3) 12d _ TO PREVENT PLYWOOD JACK HIP MINIMUM (2) 16d r PER JOINT SPAN FROM EXCEEDING PER JOINT MINIMUM 2x4 SPF OR rt3 v a� 'ACONTINUOUS LATERAL BRACING- - `'- _ MAX 24" SPAN (EITHER G'T * SPACED AT 15'-0" MAX SYP TRUSS BRACING11 _ NAIL OVER X -BRACE AS SHOWN - 0 OR BOTH IF REQ'D) INSTALL BLKG. AT TRUSS WEBS - o o N y X -BRACING - 2x4 SPF OR SYP CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING (2) 12D NAILS `, @ ® m€`u 4g o w/ 2-16d @EACH TRUSS WEB AT 12 O.C. MAX TRUSS BRACING OVERLAP DETAIL TYP. TB02 CROSS BRACING DETAIL TYP. rTB03 HIS RIDGE BLOCKING DETAIL Tg®q. DETAIL (TYP.) ® Affiliations: rTB01 CROSS BRACING ET SCALE: 1/2" = 1' 0" A [� SCALE: 1 2" = 1'-0" y � P SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" / p �1% G ® Consultants: TRUSS DESIGN NOTE:u TRUSS DESIGN NOTE: 20'-0" MAX 20'-0" MAX I W ' TB03 ,II" *�* ALTERNATE SPAN RAZED TRUSS @ END OF CROSS BRACE TO BE DESIGNED TRUSS @ END OF CROSS BRACE TO BE DESIGNED 4 10, a S4 32/16 PLYWOOD MAY BE USED o ¢ m a FOR ADD'L 70 PLF UP &DOWN TOP CHORD FOR ADD'L 70 PLF UP & DOWN TOP CHORD 11d�/ZJ� NO N G.C. TO PRO BLOCKING T0 W/ APA REC FOR SPAN R 7/16" OSB. 0 z w a_ T OMENDATIONS— ATING EQ. o — — — w 0 CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TB04— — — — "X" BRACE SEE VIDE DETAIL TB01 COMPLY Q OF L z LU — — Q � o o � � �t a w EQ. SEE STRUCTURAL NOTES AND DROP GABLE END TRUSS & LOOKOUT SEE STRUCTURAL NOTES DROP GABLE END TRUSS & LOOKOUT RAFTERS o ma= W 6 NAILING SCHEDULE FOR RAFTERS FOR O.H. GREATER THAN 12" FOR AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER ¢DOLL ¢ R,r-G SHEATHING DETAILS 12" AND UNDER - SPACE OUTLOOKER FOR SHEATHING DETAILS SPACE OUTLOOKER BLOCKS AT 24" O.C.oo o BLOCKS AT 24" O.C. OUTLOOKER BILK. ° ° _ ° `-' , 8d NAILS 'moo V) ,og11iii'9i,'If1 6 o — N a ..' ' x !s -i SIMPSON MTS12 @ ; AT 4 O.C. Y� E 2X4 SPF BLOCKING @ 2X4 SPF BLOCKING @ 2 ~ � a 2 a: PANEL EDGES W/ (2) 16d LOOKOUT i , OUTLOOKER BLK. w,� W � � o..•} .., NAILS EA. END TO TRUSS RAFTERS IF PANEL EDGES W/ (2) 16d �� w. a �.�tO ,,0 w o ❑ 'a ¢°�} to ' APPLICABLE NAILS EA. END TO TRUSS SIMPSON MT512 @ � _ ,�,�o c> -NAIL SHEATHING @ 4" Q.C. 2X6 BR EN FLED �� -''Tfi „� rG m �a `� STRUCT. SHEATHING NAIL SHEATHING @ 4" O.C. r LOOKOUT RAFTERS W C9 (n ' z ; po e Q f STAGGERED w 8d TO SIDE OF GABLE I W � s v: c;2 r, ¢ , w eU:"')(� x / 2X4 BRACE NAILE 7/16" MIN. THK. - STAGGERED w/ 8d TRUSS WNS IF APPLICABLE �- M V; r U �� TO SIDE OF GABLE NAIL w/8d COM. @ i STRUCT. SHEATHING o o ��> •s z o .t '`" 2x4 SPF CROSS BRACE' USS WEB 3" O.C. EDGES & 6" 'U cr 2x4 SPF CROSS -BRACE 7/16" MIN. THK. - n D o '� p �� (`:)t ' o W @ 48 O.C. - NAIL w/3 O.C. FIELD W � LL w; u:• �, ° 10d AT EACH END & AT ° @ 48" O.C. - NAIL w/3- NAIL w/8d COM. C�3 .• •4� 10d @ 4" O.C. 10d AT EACH END & AT ;: ;; 3" O.C. EDGES & 6" °� '✓r S 1` CROSSING AT 45'x ANGLE CROSSING AT 45°xANGLE O.C. FIELD ® Builder: �,OS} 5� �� GABLE TRUSS !1!1lfliil� CONTINUOUS 2X4 SPFNAIL TOP OF "T" TO RUSSE i 10d @ 4" O.C. SPANNING (4) TRUSS TRUSSES GABLE TRUSS w/2 -12d CONTINUOUS 2X4 SPF BAYS (8 FT) NAILED TO SPANNING (4) TRUSS GABLE TRUSS t. t ° NOTCH BLOCK @ & (1) SIMPSON H8 w/Hab BAYS (8 FT) NAILED TO 2x4 BLOCKING @ 4" O.C. PLATE TOENAIL w/ 10-10d x 11/2" NAIL TOP OF T 2x4 BLOCKING @ 4" O.C. , ' " "V +OU�0 a w/12d & 2-12d TO CHORD 3-16d � NAIL GABLE TRUSS w/12d & 2-12d TO CHORD.' �, �� ° TO GABLE TRUSS \ w,/2.12d & (1) zl; ¢'6 ws :kw 2X4 SPF BLOCKING TO PLATE w/16d @ 2X4 SPF BLOCKING rNz� SIMPSON MTS12 w/ 'p �T § �` 'V � �� 4" O.C. BETWEEN TRUSSES 1410d x 11/2" BETWEEN TRUSSES @ 48" O.C. MAX. NAIL DEADWOOD TO NAIL TRUSS BOTTOM 251 Maitland Ave x 3 1/4" TAPCONS @ @ 48" O.C. MAX. — � 2x4 PT PLATE w/ 1/2" TOP PLATE w/16d @ CHORD TO 2X4 DEAD- suite 312 a 12" 0-C DW CEILING 4" O.C. WOOD w/16d @ 4"o.C. OP &BOTTOM CHORD GABLE END BRACING @ =r Altamonte SpI'In�S, FL TOP 4'-0O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 4 BAYS ICF WALL 4 BAY SIMPSON LSTA30 w/ 32701 -- 14-10d @48" O.C. NOTE: /� p 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED GABLE END BRACING FRAME WALL 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. T11305 REQUIRED MINIMUM PERMANENT TRUSS BRACING FLAN 1/s°=1'-0° GEO�. GABLE END BRACING GE05 w/o VOLUME CEILING (TYPICAL) O.C. 407696-5855 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" Fax: 407-331-0504 Web: 4 Fr. 0 I� HabitatSeminoleApopka.org ------------------------------------------------------ ' 4 FF. Plan Issue Date: O ' April 26, 2012 ' Revisions: TRUSS NOTES:5 Ff� `----- 4 Ff. BASE PLAN REV, 07-00328 2 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/rP1-2002 Ff. 2 '' i 1 ( 5 FT'j 4 FT. 'TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND , O '' BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT I ` O I IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED ------------------------------------4 3 TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY F ` CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA TH5 () EY SHALL BE SPREAD OUT f `` EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. ` \ 2 2x TOP PLATE 7/16" OR 15/32" 1' O 1 O �.O O 2, ALL BRACING (UB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONHNUUUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTEK ALL B MIN. g , 1 LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-U" O.C. MAXIMUM. BEYOND O O 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. OSB/CQX SHEATHING ' ; ------ 4 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT — _ _ _ _ _ _ — — — — — — — — — — — — — ' \ ATTACHED DIRECTLY TO THE BOTTOM CHORD OF FHE TRUSS. \ \ S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. —ir it F I I _171 — �' — n — I ' SEE TYP. TRUSS BLOCKING DETAILS II II II II II II SOLID 2x ------------------------ _ _ _ _ _ _ _ _ _ _ _ BUILDER NOTICE: O O O ----. I II I II II II II I 4�• 4FT. ' 3 CONV. FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS BLOCKING @ ALL w w Its is the intent of the designer that these plans 2x4 STUDS & PLAFES AT 2'-0" D.C. II II III III II II II I SHEATHING � are accurate and are clear enough for the licensed SCALE: 3/32" = 1'-0" professional to construct this project. In the event MAYBE NAILED w/ MIN. EACH DIRECTION TYP. U.N.O. VERTICAL SCAB LYWOOD II II III C III II II II I EDGES TYP. (2) ❑_ that something Is unclear or needs clarification, (4) T T WHEN IT LANDS 2 x 6 #2 SPF 48" O.C. D 12d TOE NAILS z Stop, and hingthe designer listed on this title page. NEXT TO PRE -ENG. TRUSS 2x8 W/ (3). NAILED @EACH W/ (4) 10d TOP & II II II i it I II JI I I NAILS EACH END. ROOF NAILING SCHEDULE: If is the responsibility of the licensed professional SIDE w/ (3) 12d NAILS WHEN BOTTOM OR H5 OR HCLR/LL REQUIRED w/ (2) MTS12'S II II II OPENING III II I I I B IN PLACE of (4) 10d - — - - — - - — - O that is constructing this project to fully review these TRUSS II II III — — — — w z documents before construction begins and an and w � z NAILING ZONES (SHINGLE AND TILE) all corrections if needed to be made, before ar COLLAR TIE I I I I III C III I I I I I I I I a o F work is done y EVERY 3rd II II II _ — — — ° ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.0 IN FIELD PLYWOOD RAFTER II II III III II II II r� ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.0 IN FIELD SEE E Job Information: CB II II III III II II II I J � � ZONE 3 8d RING SHANK NAILS @ 4" U.C. ON EDGE AND 12" O.0 IN FIELD 2X4 BLOCKING BETWEEN BEVEL CUTS N➢ SB-EBCION II II 2x STUDS m (NOTE: IF 5/8" PLYWOOD IS USED LIJ , CONTRACTOR TRUSSES W/ (2) 12d NAILS (OPTIONAL) BEYOND. z>- ¢ o MUST USE 10d RING SHANK NAILSEACH END �F- O O ) B rB 2X4 SPF W/ (2) #7X3-1/2" II II III I I I I I I II I II II II I SEE PLAN o < o V) m - ALTERNATING OB WOOD SCREW EACH TRUSS SEE PLAN TOP — —" — — iL — III I I I I I I I I I II I I I I 71 V) to r1 LLOR H5 @ 48" O.C._ _ _ __- O G N w O O rd O BLOCKING 7OUBLE LATE III I I II I II I II II II I 0 w =PRE -ENG. TRUSS LOUR SYSTEM - � x STUD WALL — — — — — - NOTE: W. WCONT. ROOF SHEATHING AT TRUSS TUP EE PLAN PLYWOOD SHEATHING CHORD AT ALL HAND FRAMED AREAS'tYP. WALL SHEATHING 2x4 P.T. BASE ROOF SHEATHING; (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) SEE PLAN FOR CONNECTION t I: 3 TO 4 TRUSS 2x4 AS SHOWN A PLATE BEYOND OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 z C J B ALTERNATE 20�RIBBON VERTICAL HORIZONTAL SEE PLAN _ LL 2X4 P. f. BLOCKING BETWEEN DIAGONAL SPACES DIRECTION m O TRUSSES W/ (2}12d NAILS @ WOOD . .2x8 #2 SYP RIDGE BEAM BLOCKING Y !,.:r: AT 8'-o' TRDss WALL ELEVATION DIAGRAM SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, t1 e) a EACH END MAX 2x6 RAFTERS @ 2'-o"o.c• TRuss BETWEEN ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO m ° `{— :. MAX. w/ (3) 10d COMMON FLOOR 3/8" SP =NAIL 3/8" BE ATTACHED To STUD AND OR BLOCKING AT ALL EDGES ` 00 TOENAILS TO RIDE BEAM SYSTEM SPACING m TRUSS �(2)-1 NAILS GONG. MASONRY TD TRUSS O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL 0 0 N 2X4 CONT. AT STEEL OR WOOD 1/2" Z .cu T N w T & B CHORD BEARING SUPPORT S 3/4" 1/2 S O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL a R� w v TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING DDBLE SECTION B -B TOP PLATE S 1/Z„ CO NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL KA PROJECT NUMBER @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING O NAIL INT. AT 6" O.C. W/8d COMMON NAIL SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. 0 2012-0672 TB06 BLOCKING C®NV• FRAME DETAILS nW/8d COMMON a) Sheet: Of: `F PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER °ia SCALE: 3/4" = 1'-0" TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES AS NOTED �J W/Bd COMMON NAIL 4' O.C. O(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL MEMBER IF GABLE END NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DETAILS LINTEL (SEE PLAN) 7/16" U.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2 -8d EA. END EDGE VIEW WHEN REQ'D RECESSED PRE-CASr LINTEL 8" D BLOCKTIEBEAM W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ FFOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TAPCON ANCHORS TO 2x8 •2x8 W/ (2) 16d TOENAILS 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 .2x8 P.T. W/ TAPCON HW4-234 (1/4"x2-3/4") @ 12" O.C. MAX WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING 31MPSON LSTA30 EACH SIDE OF HEADER (2) 2x HEADER SEE OF 2x8 TO BLOCK OUT 2 ROWS 10d @ FLOOR PLAN FOR MIN 3" O.C. OUBLE 2x4 (2) 10d NAILS O.C. \ (2) 2x TOP PLATE SEE PLAN HEADER SIZE AND 2x4 STUD MSN, PER PLAN FOR MORE INFO REQ'D JAMB STUDS AGAINST 2x8 2x W/ (2) 16d STUDS 2x8 STUD TOE NAILS EACH (SEE SH07/D3 FOR REINFORCEMENT TO BE LAPPED w/ VERTICAL REINF. FROM (STUDS) 2x6 TOP PLATE TRANSITION PIPE OR DUCT w/---� 2X BLK'G. OPTIONAL DOWN SET OUBLE 10d TOP PLATE w/ MORE TOP SPLICE THAN 50% OF TOP W/2 -8d PLATE WIDTH INSTALL AND BOX HEADER INFO) SIMPSON PSPN516Z @ 6" O.C. w/ (12) 16d NAILS TYP. TOP & BOTT. I I \ iN. A MINIMUM OF 24" PAST THE EDGE OF THE OPENING WINDOW OR PROVIDE A TYPICAL MINIMUM COVER OF 1 1/2" FOR DOOR OPN'G © REFER TO THE L -SHEETS) FOR REQ'D VERTICAL FILLING AND BLOCKING AS @ ARCH WINDOW FRAMING 4ft HIGH MAY BE A MINIMUM OF #4's @ 32" O -C. IF THE Oft HEIGHT IS EXCEEDED, MAINTAIN VERTICAL REINFORCEMENT FASTENED TO JAMB STUDS—/REQUIRED ® PROVIDE (2) CONTINUOUS HORIZONTAL REINF. BARS @ FLOOR LOCATION (SEE DETAIL WS06 FOR HEADER w/ (2) ROWS OF 12d SEE HEADER @ 16" O.C. U.N.O SCHEDULE FOR 11 Iq REQ'D STUDS SIMPSON HTT5 w/ (18) -16d NAILS & A 5/8" EXPANSION ANCHOR w/ 6" Q�u EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN (IF OPENING IS LESS THAN 4'-0" WIDE w/ NO ERS ABOVE, yy0,0 CONTRACTOR MAY MAY USE *HOLD 'OCgTF0- t' SIMPSON SP4 (SP6/SP8 FOR 2x6 DOWN CONNECTIONS WALLS) @EACH JAMB STUD w/ OT REQUIRED @BEARING A.B. w/IN 6" FROM JAMB STUD WALLS WITHOUT UPLIFT / PER BRG WALL SCHEDULE). WF09 I WALL HEADER DETAIL 1/2"=1'-0" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 10d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 10d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48„ 2x4 STUD MSN, PER PLAN 2x4 BEYON AGAINST 2x8 2x W/ (2) 16d STUDS 2x8 STUD TOE NAILS EACH PER PLAN REINFORCEMENT TO BE LAPPED w/ VERTICAL REINF. FROM (STUDS) 2x6 TOP PLATE TRANSITION PIPE OR DUCT w/---� 2X BLK'G. PENETRATION THRU OUBLE 10d TOP PLATE w/ MORE TOP SPLICE THAN 50% OF TOP W/2 -8d PLATE WIDTH INSTALL 2 ROWS 10d SIMPSON PSPN516Z @ 6" O.C. w/ (12) 16d NAILS TYP. TOP & BOTT. I I \ iN. NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL VF17 I TOP PLATE SPLICE DETAIL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 10d NAILS @ 3" U.C. BOTTOM SPLICE OVER STUD SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES (3) 16d COMMON C) 16" O.C. —� NAILS(TYP) SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS 2X4 SPF BLOCKING @ 48" O.C. MAX.w/ (2) 16d END NAILS EACH END --� 2X4 BRACE@ 4'-0" ON CENTER TRUSSES (4) 12d NAILS EA. END SCALE: 1/2" = 1'-0" SIMPSON HGMA 10 @ 1/2" GAP 4'-0" O.C. MAX. v. - EXTERIOR INTERIOR v 8" ICF WALL SEE ICF01 FOR MORE INFO �14 INION -13111G. EXT. CMU WALL 2x TOP P SCALE: 3/4" = V-0" 2x P.T. PLATE a a SPACE 2x STUD @ 24" O.C. MAX. WF18 I TYPICAL INTERIOR NON-BEARING WALL 1 3/4" �-1�-Cl' a� L 2 STORY WALL — SEE PLAN FOR SIZE AND SPACING STRUCTURAL SHEATHING MIN 7/16" APA -RATED ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE PLYWOOD ROOFING .2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T& B TRUSS OR ROOF SYSTEM LD02)SHEAR TRANSFER EXT. WALL SCALE: 3/4" = 1'-0" -HEADER PER HEIGHT, [ft] H LOCATION HORIZONTAL REINF. �. 7/16" OSB W/ 6d HEADER #4 @ 32" 0-C MAX NAILS @ 16" O.C. (SEE PLAN) TO SIDE & TOP NAILER KEY NOTES 2x W/ (2) 16d VERTICAL REINFORCEMENT TO ENGAGE THE FOUNDATION BY 4 TOE NAILS EACH 7/16" O.S.B. REINFORCEMENT TO BE LAPPED w/ VERTICAL REINF. FROM END TYP. EA. SIDE 2x4 SPF CONTINUOUS 2X BLK'G. AT ENDS OF OPENINGS, PROVIDE (1) VERTICAL BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d TO O.S.B. NAILS. SEE DETAIL ABOVE W/2 -8d CORNER REINF. BARS TO BE INSTALLED PER ICF EA. END [1 7'-0" MAX EDGE VIEW A MINIMUM OF 24" PAST THE EDGE OF THE OPENING WINDOW OR PROVIDE A TYPICAL MINIMUM COVER OF 1 1/2" FOR DOOR OPN'G © REFER TO THE L -SHEETS) FOR REQ'D VERTICAL VF0,' DET. @ ARCH WINDOW FRAMING SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS 2X4 SPF BLOCKING @ 48" O.C. MAX.w/ (2) 16d END NAILS EACH END --� 2X4 BRACE@ 4'-0" ON CENTER TRUSSES (4) 12d NAILS EA. END SCALE: 1/2" = 1'-0" SIMPSON HGMA 10 @ 1/2" GAP 4'-0" O.C. MAX. v. - EXTERIOR INTERIOR v 8" ICF WALL SEE ICF01 FOR MORE INFO �14 INION -13111G. EXT. CMU WALL 2x TOP P SCALE: 3/4" = V-0" 2x P.T. PLATE a a SPACE 2x STUD @ 24" O.C. MAX. WF18 I TYPICAL INTERIOR NON-BEARING WALL 1 3/4" �-1�-Cl' a� L 2 STORY WALL — SEE PLAN FOR SIZE AND SPACING STRUCTURAL SHEATHING MIN 7/16" APA -RATED ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE PLYWOOD ROOFING .2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T& B TRUSS OR ROOF SYSTEM LD02)SHEAR TRANSFER EXT. WALL SCALE: 3/4" = 1'-0" f--" SEE REINFORCEMENT unr%nl rurc Nry u HORIZONTAL REINF. ICF WALL REINFORCEMENT CHART: 120MPH EXP. B [4" CORE WALL] HEIGHT, [ft] H VERTICAL REINF. HORIZONTAL REINF. 8 #4 @ 16" 0-C MAX #4 @ 32" 0-C MAX KEY NOTES [1] VERTICAL REINFORCEMENT TO ENGAGE THE FOUNDATION BY 4 ONE OF THE FOLLOWING METHODS a.) VERTICAL WALL REINFORCEMENT TO BE LAPPED w/ VERTICAL REINF. FROM 3 FOUNDATION OR b.) VERTICAL WALL REINF. TO BE EPDXIED INTO FOUNDATION A MIN OF 6" EMBED ❑2 AT ENDS OF OPENINGS, PROVIDE (1) VERTICAL REINF. BAR WHICH IS CONTINUOUS FROM TOP OF WALL TO FOUNDATION SYSTEM [31 CORNER REINF. BARS TO BE INSTALLED PER ICF WALL MANUF. SPECIFICATIONS [1 HORIZONTAL REINF. ABOVE OPENING IS TO EXTEND A MINIMUM OF 24" PAST THE EDGE OF THE OPENING PROVIDE A TYPICAL MINIMUM COVER OF 1 1/2" FOR REINF. IN WALL SYSTEMS © REFER TO THE L -SHEETS) FOR REQ'D VERTICAL REINF. ABOVE OPENINGS 7� VERTICAL REINF, BELOW WINDOW OPENINGS NOT EXCEEDING 4ft HIGH MAY BE A MINIMUM OF #4's @ 32" O -C. IF THE Oft HEIGHT IS EXCEEDED, MAINTAIN VERTICAL REINFORCEMENT SPECIFIED FOR FULL HEIGHT WALL ® PROVIDE (2) CONTINUOUS HORIZONTAL REINF. BARS @ FLOOR LOCATION (SEE DETAIL WS06 FOR ADDITIONAL INFO) f--" SEE REINFORCEMENT unr%nl rurc Nry u HORIZONTAL REINF. 11 It . II 11 II II II � II II It II II II II II II II II II II 6 II II II II II II II 4 SEE L -SHEETS FOR REQ'D HEADER INFO 5 3 2 11 11 Iq 7 SFF RFINFURCFMFNF 1 TYP ICF WALL SCALE: 1/2"=1'-0" ' CHART FOR REQ'D VERTICAL REINF. CF01� SCF REINFORCEMENT DETAIL SCALE: 3/4" = 1'-0" ;;- 2I PRE ENGINEERED WOOD 2 TRUSSES @ 24" O.C. TRUSS ANCHOR (SEE PLAN) ` FIBERGLASS SHINGLES OR TILE ROOF - VERIFY W/ ELEVATIONS I� ROOFING FELT APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL U) (, ; - NOTES FASTENED TO TRUSSES (D �j PER ROOF NAILING SCHEDULE) CEILING BOARD � N - - - - METAL DRIP EDGE Vi o `' 1/2" DRYWALL Q ^ o CURTAIN NAILER 1 X 4 II I 2X SUBFASCIA �, Q g v v I rC? N o-2 03 P.T. @WINDOWS 1 X 8r......r-... - ..-.m... U �' ° r! P.T. @ S.G.D. CONT. VENTED ALUM SOFFIT=vµ U N c ()00 U) I u< u, o ® Affiliajtions: 4 t... MARBLE STOOL B ® � ' 11P — ALUM FRAMED WINDOW W/ SCREEN Consultants: 1 X 2 P.T FURRING�� o PRECAST CONCRETE SILL o W a I CN (3)� III �qya J I '151 LL N i III CEMENTITIOUS z �-' LU DECORATIVE FINISH 1 X 4 P.T. BASE— Z'0 z ¢ ° o Lo NAILER ' ¢ � o LL .� r-. z � xgl;ICF WALLS W L ° a ); i i#iiiflf i� U,o�F cn o t4e' D BA "'�; '''.l _1 ' vi WOO S 11 62Uo aC Tr.� . z�=� g�y)a .° "O', ,moi FTG. DOWEL #5 DIA. REBAR 7" IN a z .4 '_C � , �frcQ )'!• U- CONC SLA I I W W FLL > :' r (SEE FOUNDATIO v v FOOTING. EXTEND 25" (ACI 530) z `a o w ro" ` rU N k ua w " ABOVE SLAB. ALL LOCATIONS SHOW z'0 "D vii z_ �- °r^ti _F° tr�X;>~ PLAN FOR MORE " ON FOUNDATION PLAN .59 T J INFORMATION) ,U ¢ W rr I a,-11 z "- m .' .e .,� ~•s � G'L•{ r„'`'S`,•, tt/ � �,, 6 X 6 10/10 #5 REBAR CONT. @ SLAB LEVEL a � o O o f ' � .. 3 W.W.M.ILI I- LL °�'��✓fid �'/�� i fu �F.F. I — TOP OF SLAB _ — w lj�� '•-=�r�;:;�'�;;��;, _'..�: �;• •`�: �. •. ';:�•1: � �- � ��111 !11!11 � ' oo ®,Builder: FINISH RA E .. ' -1 I I—I � I—III I I �.;'•'': -- �. •'� •' Sad �t.�r %��afa3`�: s�� c� 16" SEE FOUNDATION 'g.�x� ""M 251 Maitland Ave 6'so�,TYPICAL WALL SECTION ICF BLOCK suite 312 SCALE: 3/4" = V-0" Altamonte Springs, FL 32701 t;EL HLAf BEAM- SEE PLAN Phone: SEE PLAN -= FOR CONNECTION 407-696-5855 FOR REINF. AND SIZE Fax: 407-331-0504 00 Web: REMOVE INSULATION HabltatSelrninoleApopka.Org ICF BLOCK AT LOCATION - ENTIRE HEIGHT OF Plan Issue Date: U WALL BEAM @ 90 WALL CONN, April 26, 2012 Revisions: SCALE: N.T.S. 1 BASE PLAN REV. 07-00328 ICF BLOCK z SEE PLA w w FOR REINF. BEAM- SEE PLAN FOR CONNECTION REMOVE INSULATION AND SIZE AT LOCATION - ENTIRE HEIGHT OF WALL BEAM TO WALL CONN. SCALE: N.T.S. ICF BLOCK— SEE PLAN ----- FOR REINF. 811 7811 REMOVE INSULATION AT LOCATION - ENTIRE HEIGHT OF WALL BEAM- SEE PLAN FOR CONNECTION AND SIZE BEAM @ ANGLED WALL CONN, SCALE: N.T.S. ICF02 BEAM TO WALL CONNECTION SCALE: 3/4" = 1'-0" BUILDER NOTICE: Its is the intent of the designer that these plans are accurate and are clear enough for the licensed professlonal to construct this project. In the event that sornething 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 docurnents before construction begins and any and all corrections if needed to be made, before any work is done Job Information: LL! Q Z > J �► o M 011 a � o ai CV LO z o CL N m m Cq aTqw v KA PROJECT NUMBER 2012-0672 w Sheet: Of: a DETAILS MECHANICALLY FASTEN AS FOLD UP WEATHER FLASHING REQUIRE 1 d 1 E 1 �! TS NECESSARY IN CORNERS THROUGH ti f RESISTIVE BARRIER & - WE RESISTIVE SELF -ADHERED FLASH`T TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING THESE DETAILS ARE GENERIC AND MEANT TO SHOW R612.12 Flashing, Sealants and Weatherstripping. Exterior walls shall (......'' 1� WEATHER I WINDOW UNIT GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. d provide the building with aweather-resistant exterior wall envelope. The exterior '•: �SISITIVE BARRIER \ SLOPE wall envelope shall include flashing as described In Section R703.8. The exterior r BA TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR.WOOD FRAME CONS iR. 0.3 in : 12.0 in SELF -ADHERED FLASHING wall envelope shall be designed and constructed in such a manner as to prevent SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED. UNDER P 9 OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) the accumulation of water within the wall assembly by providing a water -resistive I UP JAMB---' i (ASSEMBLED WINDOW) WALL BY 6 IN. OR QUAL WEATHER PR O". USE LIUIDIF CAULKING SELF -ADHERED FLASHING barrier behind the exterior veneer as required by Section R703.2. All exterior PRODUCTS DETAILS finishes shall be applied in accordance with the manufacturer's specifications or t installation instructions. EXTERIOR WEATHER SELF -ADHERED FLASHING TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND BARRIERESISITR \ CEMT. FIN. ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.6.3 2 u BARRIER SEAL TOPS OF JOISTS t O R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free _ o UNDER DECKING SUBFLOOR from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved c; (SEE DETAILwPo7) �~ SELF -ADHERED FLASHING water -resistive barrier shall be applied over studs or sheathing of all exterior walls. a o o Co -- - WIRE LATH Such felt or material shall be applied horizontally, with the upper layer lapped over -r "o � o �a O V U HEAD FLASHING TIE-IN INSTRUXTIONS: Detailr1StrUCtIOr1S the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be RIM JOIST _ U o 1. cut, fold ba ri temporarily secure weather Refer to the number marked as 0 in each detail that corresponds to the lapped not less then 6 inches (152 mm). The felt or other approved material shall -- o LL m resistive barrier above header to allow for flashing installation L. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: be continuous to the top of walls and terminated at penetrations and building <s o ao 0 resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers appendages in a manner to meet the requirements of the exterior wall envelope as � _S__ 0 C 0) 3. Fold weather resistive barrier back over head flashing and 2. Install flashin and weather resistive barrier to form water shedding las P seal with tape g 9 P described in Section R703.1. LO 2 2 O2 3. Self -adhered flashing can be substituted for building paper r It 4. Split the release paper using the ripcord (Split release on demand, R703.8 Flashing. Approved corrosion -resistant flashing shall be applied 6 Scale: NTS SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize shingle -fashion in a manner to prevententry of water into the wall cavity or Affiliations: SELF -ADHERED FLASHING SELF -ADHERED FLASHING scoring cuts N x FLANGED WINDOW W PO l EXTERIOR DOOR WITH DECK - SECTION A W P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 penetration of water to the building structural framing components. Self -adhered FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release papr pegstandP rd installationinstructio ( and Qr. � membranes used as flashing shall comply with AAMA 711. The flashing shall i adhere to substrate usinga square piece of flashingmaterial 6" x 6" extend t0 the surface of the exterior wall finish. Approved corrosion resistant XP RUBBERIZED ASPHALT Minimum EXTERIOR SHEATHING RUBBERIZED ) flashings shall ve installed t all of the following locations: ADHESIVE 9 g � Consultants: EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 1. Exterior window and door openings. Flashing at exterior window and door s THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit Z N opening shall extend to the surface of the exterior wall finish or the water- w ra UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) resistive barrier for subsequent drainage. Flashing at exterior window and v, x LETTER ON CHEMICAL 8. Mechanically fasten as necessary 15 w co co SCORED door openings shall be installed in accordance with one or more of the 4 y ; LU N N COMPATIBILITY RELEASE PAPER U) do following Or other approved method: o <« a � z BEFORE FOLDING, SCORE 1.1. The fenestration manrfacruer's written flashing instructions. ° ° LL •« F Z _* SELF -ADHERED SELF -ADHERED FLASHING, a a' t g EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE w r N O o L `o FLASHING • ° VERTICALLY FROM noHEs)vEAs sHowNl 1.2. The flashing manufacturer S wf itten Installation instructions. o a o . BOTTOM OF 1.3. In accordance with FMA / AAMA 100, FMA / AAMA 200, or = L a a W ' rr LLI N 6 THRESHOLD FMA / WDMA 250. `"_ ° ¢ �T 2 3 MECHANICALLY FASTEN AS Z n N¢ O NECESSARY IN CORNERS THROUGH 1.4. In accordance with the flashing method of a registered design professional ED 3 N r SECTION -A SELF -ADHERED FLASHING z° a: LU o N (SEE DETAIL WP02) 2. At the intersection of chimneys or other masonry construction with frame or ¢ w o Do stucco walls, with projecting lips on both sides under stucco copings. W E0 z W z l) o tD L SELF -ADHERED w 3 E_ w 0, '¢ Q FLASHING �' 3. Under and at the ends of masonry, wood or metal copings and sills. D. _J � z a 4. Continuously above all projecting wood trim. o o o "J z � LU U . SELF -ADHERED FLASHING - 5 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of W 0 T ❑ o NAILING FLANGE wood -frame construction. ° 6. At wall and roof intersections, o DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 6 7. At built-in gutters. Builder: BOTTOM NAILING UNDER DECKING • / $ (SEE DETAIL WP07) 2 7 FLANGE 8703.15 Drained assembly wall over mass assembly wall. Where wood frame or other types of drained wall assemblies are constructed above mass wall SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING ® assemblies, flashing or other approved drainage system shall be installed as HALF ROUND WINDOW V V 1- 04 EXTERIOR DOOR WITH DECK W P05 INSIDE CORNER W 1 00 required by R703.8. `- � � .� SELF -ADHERED FLASHING DECK PROTECTOR �\ 251 Maitland Ave SHEATHING 1 7/8" Cement Plaster 7/8" Cement Plaster Suite 312 in accordance with in accordance with ASTMC926 Altamonte Springs, FL SELF -ADHERED ASTMC9 ...:� ....... w .._ . n e rl n s 26 p . FLASHING PATCH •' � 32701 Felt backed metal Felt backed metal lathe in accordance ; . lathe in accordance SELF -ADHERED FLASHING r with ASTMC1063 : with ASTMC1063 Building Paper 407-696-5355 DECK PROTECTOR i '` PiIOnE' Building Paper 7/16" O.S.B. ', 7/16" O.S.B. `:': 'i ?" `, I:I ',%,�', sheathing ��. sheathing Fax: DOUBLE -Keep top edge 407-331-0504 SINGLE] ! �. JOIST Metal of weep screed "!i ! f! i 1t JOIST SELF ADHERED FLASHING ' Flashing 1� 2" below top of SELF -ADHERED FLASHING - - 3 1/2" . ' block Web: 2 Unperforated HabitatSeminoleApopka.org 3" MIN 4 Flange 7/8" �- Vulcum Weep Screed cauk bottom O5 joint only Plan Issue Date: Maintain Bottom of Metal Flashing April 26, 2012 SELF -ADHERED FLASHING NOT USED Flange 7/8" Wee Screed SELF -ADHERED FLASHING QQ ® P 3-1/2" Unperforated \H0.$362x;DECK JOIST W P 0� OUTSIDE CORNER W P O V N W 1 ®0 Wee Screed p Revisions: 1 1/2" to 2 Above Roof 1/2" Cementitious 1 BASE PLAN REV. 01-00328 Sheathing Decorative Finish 2 3 ,o'• °•o, __ _ _---- All inside and 4 •Q' • outside corner will 5 �\ •°• , need to be miter l� EXTERIOR WINDOW UNIT � ' CEMT. FIN. Cement Plaster \`� cut and caulked all BUILDING PAPER � in accordance .. • ,' •\� ••'o� .�,,•, butt joints need to SLOPE becaulked using BUILDER NOTICE: SLOPE with ASTMC926 Vulcum caulk for all 0.3 in: 12.0 in over wood 2nd Its Is the Intent of the designer that these plans SLOPE 0.3 in :12.0 in ��e��ee-------------��-�- •• 0.3 In :12.0 in (0.6 Cm :30.5 cm) (0.6 cm: 30.5 cm) floor are accurate and are clear enough for the licensed professional to Construct this project. In the event (0.6 cm: 30.5 Cm) that something is unclear or needs clarification, Stop, and call the designer listed on this title page. �- SELF -ADHERED FLASHING If is the responsibility of the licensed professional that Is constructing this project to fully review these documents before construction begins and any and WIRE LATH SELF -ADHERED FLASHING all corrections if needed to be made, before any EXTERIOR - work is done CEMT" FIN. BUILDING PAPER WIRE LATH , ' JobA A Information: -"� 1/2" Cement -- SELF -ADHERED FLASHING . '• ' • �� • ' • •• ' �_ Plaster Finish Block 0 a� WIRE LATH 2 1/2" Perforated, Q ''°• Flange 1/2" Weep E BUILDING PAPER BUILDING PAPER Cement •',•o, Screed (� Z Plaster ° m Q �� over block ' - �, Y EXTERIOR 1 st floor � o p WINDOW UNIT \ m m r CEMT. FIN. Install bottom Slab edge of weep �; N to cn screed 1" below tV o finish floor z ® o = N i o N i;, E � v OPTIONAL DETAIL KA PROJECT NUMBER I 2 Note: 0 2012-0672 Sheet: Of: i 3 3 3 The building paper and metal lath SELF -ADHERED FLASHING SELF ADHERED FLASHING must be Installed Over the top Of WEEP SCREED DETAILW P SELF -ADHERED FLASHING \/��®� ® W P � � W � 12 the wee SCALE: NOT TO SCALE � CEMT. FINISH WINDOW HEAD Y M 1 CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL p screed. WATERPROOF DETAILS