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1400 Forest Dr 15-217 (a) New SFH
BY: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Applicatiou No: `� `' r—)— Documented Construction Value: $ Job Address: 1400 FOREST DRIVE, SANFORD,FL 32771 Historic District: Yes ❑ No 0 Parcel ID: 31-19-31-523-0700-0050 Zoning: Description of Work: NEW RESIDENTIAL CONSTRUCTION - SINGLE FAMILY HOME Plan Review Contact Person: REGINALD WALLACE Title: CONSTR. DIRECTOR Phone: (404) 663-2305 Far: G -,nail: rwallace@habitat-sa.org Property Owner Information Name Habitat For Humanity of Sem Co & Greater Apo. Phone: (407) 696 - 5855 Street: P.O Box 181010 Resident of property? : NO City, State Zip: Casselberry, FL 32718 Name (same as above) Street: City, State Zip: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Name: CARL A. BROWN Phone: (321) 971-0491 Street: 500 North Maitland Ave, suite 101 Fax: (407) 880-2309 City, St, Zip: Maitland, FL 32751 E-mail: Bonding Company: Address: N/A Mortgage Lender: N/A Address: PERMIT INFORMATION Building Permit ❑ Square Footage: �YO� Construction Type: �' No. of Stories: 1 No. of Dwelling Units: 1 Flood Zone: X 'v%k Electrical 18 Plumbing New Service— No. of AMPS: 100 2 ©o New Construction - No. of Fixtures: Wo /3 Mechanical ® (Duct layout required For new systenns) Fire Sprinkler/Alarm ❑ No. of heads: V" S `�a TERMITE SPECIFICATIONS: STRUCTURAL NOTES. STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS CAST IN PLACE CONCRETE Lai 8318.1 SHT N0:- TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED PESTICIDES 1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS) A SLUMP OF V1- BAITING " BAITING 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." R318.1.1 PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A 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". OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 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 CODE CRITERIA 2010 FLORIDA BUILDING CODE RESIDENTIAL FLORIDA FIRE PREVENTION CODE (2010 EDITION) FLORIDA ACCESSIBILITY CODE (2010) IF SOIL TREATMENT USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DUNE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. R318.1.2 TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE 7. HIGH STRENGTH SIMPSON SET 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 NFPA 70-05. NATIONAL ELECTRICAL CODES. (NEC 2008) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE - (ACI 318-08). SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 30108). BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-08). 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. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2012 EDITION. -WOOD FRAMED CONSTRUCTION MANUAL 2012 EDITION. APA PLYWOOD DESIGN SPECIFICATION. MASONRY WALL CONST. 8318.1 I �FLOORS BOXED ED FQR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE, IF SOIL TREATMENT IS. USED T OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY Of HER 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. 8318 1 4 IF SOILrREArMENT 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. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-1U -ALUMINUM DESIGN MANUAL - 2010 EDITION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHTGRADE NTYPE 2CONFORMING TO ASTM C900601WITH A MINIMUM NET COMPRESSIVE , , -, STRENGTH OF 1900 PSI ( f'rn = 1500 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING -TO ASTM 0270-07. 3. COARSE GROUT SHALL CONFORM TO ASTM 0476 WITH A MAXIMUM AGGREGAT E 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. VERTICALREINFORCEMENT SHALL BE FIELDD IN POSITION AT THE TOP AND BOTTOM AND ATMAXIMUM SPACING OF 192 DIA OR 10 FT 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 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 DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST** * LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: 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 TREATMEN I, "TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. 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 11. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE FILLED CELL WITH PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, 8318.1.6 CHEMICAL TREATMENTS SHALL ED FOR SUBTERRANEAN TERMITE PREVENTION,HEMI AL SOIL T IF SOIL "TREATMENT IS USED ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT (305 MM) OF THE PRIMARY WOOD CONSTRUCTION SHINGLE 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER END BRACING ) SHALL BE EITHER #1 SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. C DING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLAT ION. CONSTRUCTION IS COMPLETED, INCLUDING " 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19 /o OR LESS), U.N.O. ALL WATERPROOFING AND ROOF PSF ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 20 20 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 20 R318.5 FOAM PLASTIC PROTECTION. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 7 EXTRUDED AND EXPANDED POLYSTYRENE, POLYISOCYANURATE AND OTHER FOAM PLASTICS SHALL NOT BE 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL* INSTALLED ON THE EXTERIOR FACE OR UNDER INTERIOR OR EXTERIOR FOUNDATION WALLS OR SLAB VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, 0 FOUNDATIONS LOCATED BELOW GRADE. THE CLEARANCE BETWEEN FOAM PLASTICS INSTALLED ABOVE GRADE CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 10 AND EXPOSED EARTH SHALL BE AT LEAST 6 INCHES (152 MM). 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 10 TOTAL(PSF) 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS 37 EXCEPTIONS: WITHOUT WOODEN TOP PLATES. BOTTOM CHORD LL (OPT) 1. BUILDINGS WHERE THE STRUCTURAL MEMBERS OF WALLS, FLOORS, CEILINGS AND ROOFS ARE ENTIRELY 7, SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 10 OF NONCOMBUSTIBLE MATERIALS OR PRESSURE PRESERVATIVELY TREATED WOOD. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. 20 2. WHEN IN ADDITION TO THE REQUIREMENTS OF SECTION R320.1, AN APPROVED METHOD OF PROTECTING COLUMNS: 2.0E Fb = 2950 BEAMS: 2.0E Fb= 2950 (+) 28.4/ (-) 37.0 THE FOAM PLASTIC AND STRUCTURE FROM SUBTERRANEAN "TERMITE DAMAGE IS PROVIDED. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: (r) 26.6 (-) 33.5 3. ON THE INTERIOR SIDE OF BASEMENT WALLS. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB * ATTICS W/ NO STORAGE 10 FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) (-) 30.9 HIN PLYWOOD C C C D EXTERIOR OR OSB o R318,6 PROTECTION AGAINST DECAY AND TERMITES. WALL SHEAT G. / CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305 MM) AWAY FROM THE PRE ENGINEERED WOOD TRUSSES 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) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS R318.7 PREPARATION OF BUILDING SITE AND REMOVAL OF DEBRIS. -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. F 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GENERAL ROOF LOADING TOP CHORD LL SHINGLE METAL TILE HEAVY C ROOF PSF ROOF PSF ROOF PSF ROOF PSF TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) (+) 29.7 (+) 29.7 10 O 32.2 ATTICS W/ LIMITED STORAGE 20 20 (+) 28.4 O 30.9 (+) 28.4/ (-) 37.0 ATTICS W/ HEAVY STORAGE 50 (r) 26.6 (-) 33.5 (+) 25.1 * ATTICS W/ NO STORAGE 10 (-) 27.6 (-) 30.9 (NON -CONCURRENT) o GARAGE DOORS* OVERHANG DIAGRAM NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM EOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) C BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) ENCLOSURE CLASSIFICATION WIND LOADING CRITERIA (140) WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108.5 MPH EXPOSURE CATEGORY C BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT r/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15Fr, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT z 30 ft EFFECTIVE WIND PRESSURE WING PRESS - URE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE u a) (-) VALUE DENOTES SUCTION DIAGRAM AREA � ------ --- (+) 29.7 (+) 29.7 10 O 32.2 (-) 39.7 O / U / 4 � U Q g o 20 (+) 28.4 O 30.9 (+) 28.4/ (-) 37.0 50 (+) 26.6 (-) 291 (r) 26.6 (-) 33.5 (+) 25.1 (+) 25.1 100 (-) 27.6 (-) 30.9 o GARAGE DOORS* OVERHANG DIAGRAM 9'-0" x 7'-0" 16'-0" x 7'-0" O 55.3 (+) 24.8 (+) 25.7 (-) 28.0 (-) 26.5 DETAILSQ 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. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. CS COVER SHEET 60 (PSF) W 0) 03 BALCONIES/ DECKS 40 (PSF) 1 SITE PLAN 100 (PSF) .0 LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) 2 FLOOR PLAN v 3 FOUNDATION u a) 4 ELECTRICAL � - C) 5 ELEVATIONS o U 02 r1 6 ROOF FRAMING PLAN a' OC^V co o`��q: o Q) Y r ai aV U o ru Q) U a) c y o S-2 DETAILS a 0-5� x S-3 DETAILSQ EoCO°> Co o Q W -P WATERPROOF DETAILS Q) o 'V Affiliations: N Q II'' U - N_C •0 U_U I�V_7 Q y B P Consultants: `m c c m N o rn UJ g. cp1�`�5 o l_- «5' - C.ty'�4 64 COo `yC U•''NgO •���' LO v7 w QcC� c N k - W o O% Q 3 >= f 00 1 o.� N ice` 1 �� .5- o.�" zr�'.� ��Sz A) r 12.G =W yr -Z' cX\p� n..' O'O ami W c �'� , , r:° CL �KCola'.2 L' •.� f'iCsF: tr.''1O m N w �s E ® Builder: m .0 SEE FLOOR PLAN FOR ACTUAL PRESSURES,fi',,, X P.O. Box 181010 R318.7.1 WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. •a ALL BUILDING SITES SHALL BE GRADED TO PROVIDE DRAINAGE UNDER ALL PORTIONS OF THE BUILDING NOT 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. r �.aSSe'Iberr)/ OCCUPIED BY BASEMENTS. 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: 8318.7.2 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. THE FOUNDATION AND THE AREA ENCOMPASSED WITHIN 1 FOOT (305 MM) THEREIN SHALL HAVE ALL 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. VEGETATION, STUMPS, DEAD ROOTS, CARDBOARD, TRASH AND FOREIGN MATERIAL REMOVED AND THE FILL SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, MATERIAL SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL. THE FILL SHALL BE COMPACTED TO ASSURE AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED ADEQUATE SUPPORT OF THE FOUNDATION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS R318.7.3 SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO "TRUSS HANGERS, 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 SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) CL FL 32718 co w Phone: 407-696-5855 a co UPL IIS CONNECTORS REMOVED. THIS INCLUDES, BUT IS NOT LIMITED TO: WOODEN GRADE STAKES, FORMS, CONTRACTION SPACERS, Fax: TUB TRAP BOXES, PLUMBING SUPPORTS, BRACING, SHORING, FORMS OR OTHER CELLULOSE -CONTAINING 407-331-0504 MATERIAL PLACED IN ANY LOCATION WHERE SUCH MATERIALS ARE NOT CLEARLY VISIBLE AND READILY 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, -TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED REMOVABLE PRIOR TO COMPLETION OF THE WORK. WOOD SHALL NOT BE STORED IN CONTACT WITH THE TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD? GROUND UNDER ANY BUILDING. NOT NEED TO HAVE CONNECTORS APPLIED, PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS.AND STRUCTURAL PLANS FOR E Web: MORE INFO. t FBC 2304.11.10.1 14abitatSeminoleApopka.org r 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 FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICEd o LOT WITHIN 15 FEET (4.6 M) OF ANY BUILDING OR THE POSITION OF ANY BUILIDING PROPOSED TO BE BUILT. - U; Plan Issue Date: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY It is the intent of Designer/Engineer listed in the titleblock of these 2 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE FOUNDATION INSPECTION: documents that these documents be accurate, providing Licensed � Tuesday, November 25, 2014 PLAN FOR EMBEDMENT DEPTH RI FLOOR STEPS, 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 Professionals clear information. Every attempt has been made to L. FOR MISSED VERT. DOWELS, DRILLA 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO prevent error. The Builder and all subcontractors are required to = Revisions: THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY-TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. review all the information contained in these documents, prior to 1 change to frame plan rev. 11/25/14 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR the commencement of any work. The Designer/Engineer are riot PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY FRAMING INSPECTION: responsiblefor any plan errors, omissions,or misinterpretations 2 2 ID DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to 3 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. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSEPCTIONS PER FBC 105.6 construction. All construction MUST be in accordance to the o 4 TO FOOTING ). information found in these documents. Any questions regarding the ro 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/4"x 21/a" TITENS TO information found in these plans should be directed to our Quality u: 5 MASONRY AND (7y10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS GUTTER REQUIREMENTS Assurance Manager at 407.880.2333 immediately. No backcharges N 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. WHEN SEPTIC FIELDS ARE LOCATED IN THE FRONT OF THE HOUSE, GUTTERS ARE REQUIRED TO DIRECT RUNOFF AWAY FROM LEACH FIELDS will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/ Engineer. BUILDER NOTICE ■ 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 NOTICE TO PERMITTING Payments will be made in accordance to the terms of the agreement. ■ MISSED, CONTACT THE EOR FOR SUBSTITUTION. Its is the intent of the designer that these plans KEESEE AND ASSOCIATES, INC. PRACTICE RESIDEN TIAL DESIGN AS REGULATED BY THE STATE OF FLORIDA STATUE 481.229. THESE PLANS WERE DESIGNED AND PREPARED BY A are accurate and are clear enough for the licensed CERTIFIED PROFESSIONAL BUILDING DESIGNER (CPBD), CERTIFIED THROUGH THE NATIONAL COUNCIL OF BUILDING DESIGNER CERIFICATION (NCBDC) AND THE DESIGNERS ARE professional to construct this project. In the event 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) PROFESSIONAL MEMBERS OF THE AMERICAN INSTIUTE OF BUILDING DESIGN (AIBD). THE STRUCTURAL PORTIONS ONLY OF THIS PLAN MUST BE SIGNED AND SEALED BY A that something is unclear or needs clarification, 16d 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 LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. RECORD COPY Stop, and call the designer listed on this title page. c EOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. If is the responsibility of the licensed professlonal ¢ that is constructing this project to fully review these documents before construction begins and any and o all corrections if needed to be made, before any MASTER REVISIONS r- work is done REVIEWED FOR CODE COMPLIANCE DATE DESCRIPTION � Job Information: PLANS EXAMI / ER a D D ^' \ 6 � 1 ���xv-� N Li A.pg� V AN Y SANFORD BUILDIiVG DIVISION m A PERMIT ISSUED SHALL BE CONSTRUED T 17: 04-1 LICENSE TO PROCEED WITH THE WORK ANDONOT AS o M D Yj "rte ad AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET (D '`- r L ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL �. r- O CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT LLM ®® THE BUILDING OFFICIAL FROM THEREAFTER The JesuModifiedREQUIRING A CORRECTION OF ERRORS IN PLANS U 43 4) LO r W a O ® CONSTRUCTION OR VIOLATIONS OF "THIS CODE In @ W � (U 4) IL:660 'r -I00 N a CJmDC] P 0N _ KA PROJECT NUMBER �vILDbVU 4 N V a 14-20'11 � 2 Q iy U 1I ! �) �At)) UfdD s Sheet Of: En COMPACTION TEST - 3 BEDROOM 2 BATHo m REQUIRED Results to be Verified COVER SHEET at Slab Inspection - iul P I I , 11 BEARING WOOD WALL SCHEDULE MARK STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plf) TOP BOTTOM SIMPSON HTS20 TO WOOD POST .. ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF 0 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) SP2 W/ (6)--10d SPI W/ (6}1Cd 3 MPSON HTS20 To WOOD POST KA PROJECT BW2 16" NAILS. NAILS SPF 402 - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BM3 SP4 W/ (6) SP4 W/ (6) BEAM TOGETHER USING (2) BWg 16" 10d X 11/2' NAILS 10d X 11/2" NAILS SPF 571 COL. U.N.O. ON ROOF PLAN. BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BM4 BW5 16" NAILS / (%10d NAILS / (6)-10d SYP 439 SCREWS @ 16" O.C. TYP. COL. U.N.U. ON ROOF PLAN. SP4 W/ (6) SP4 W/ (6) (2) -1 3/4" x 117/8" LVL 2.0E Fb=2950. NAIL BEAM FBW61 16" 10d X 11/2" NAILS 1Qd X 11/2" NAILS SYP 665 SIMPSON HTS20'I'D WOOD POST BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF 0 (2) -1 3/4" x 16" LVL SP2 W/ (6}1od SPI W/ (6)-10d CONNECTION: PROVIDE (2) BM6 BW8 12" NAILS NAILS SPF 535 SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 To CMU SP4 W/ (6) SP4 W/ (6) GENERAL BEAM NOTES 1. VERIFY WIfH PLAN CORRECT LENGTH OF BEAMS REQUIRED BW9 12" 1Od X J. 1/2" NAILS 10d X 1 1/2" NAILS SPF 760 HEADER SIZE BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 H2 (2) - 2X8 #2 SYP SP2 W/ (6)-10d SP1 W/ (6)-10d W/ 1/2" FLITCH PLATE BW11 12' NAILS NAILS SYP 585 H4 (2) - 2X12 #2 SYP SP4 W/ (6) SP4 W/ (6) ; BW12 12, 1od X 11/2- NAILS led X 11/2- NAILS SYP 885 - 2X1'2 92 SYP W/ NOTE: 2 x 4 WALLS ARE ASSUMED U.N.O. ON FLOOR PLANS ALL LUMBER TO BE GRADE #2 ** CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED *** SP6'S & SP8'S CAN BE SUB., FOR SP4'S W/ RESPECT To STUD SIZE TOP OF WALL f SIMPSON SPH4 = rOP AND BOTTOM 2x STUDS PER DOUBLE 2x j L...__.___ i '� PLAN/ SCHEDULE TOP PLATE ; ABOVE ' i EXTERIOR DOUBLE 2x HEADER i SHEATHING FROM OVER OPENINGS W/ IN ` TOP AND BOTTOM, BRG WALL SEE DET. i { _ _ ATTACHED PER WFO9 FOR MORE INFO. I I I } NAILING SCHEDULE 2x MID -SPAN BLOCKING ! 1 W/ (2) 12d TOENAILS @ EACH END FOR WALLS + f TALLER THEN 8'-0" (i; j jii EEI CONNECTORS F F I TOP & BOTTOM C PER PLAN / ? 4. 2x P.T. W 1/2" A.B @ 32" U.C. W 7" `:1,:;'.t ' ;, SCHEDULE ABOVE ;,.. ,, ;,,, F EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON 5Er W/ ) 5E_ FOUNDATION MIN. 7" EMBEDMENT PAST STEP DOWN. ' ' `"'''. '' PLAN FOR MORE ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. INFO W/ SAME EMBEDMENT BRIG. WALL DETAIL GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED ONO. 2. ALL STRUCTURAL LUMBER'ro BE SYP #1 OR SPF #2 LIND ON PLAN. 3. CONNECTIONS TO BE INSTALLED 'r0 EACH STUD AS INDICATED 4. CONTACT E.O.R. IF SP4'S SP6'S OR SP8'S CONNECTORS ARE SUBSHTUTED, TO VERIFY THEY MEET THE SFRUCfURAL REQUIREMENTS 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3A OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN.. 7/16" USB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WfrH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - 16d TOENAILS U C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2" 2145 SDS SCREWS C3 (3) 2 x 4 #1 SYP (4) - 16d TOENAILS 0 C4 (3) 2 x 4 #1 SYP DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 U =2200 SYP POST & (12) -16d NAILS C6 6 x 6 P.T. #2 SYP POST ABU66 W/ 5/8" ATR** & 16d NAILS G = 12000 U =2300 (12) - C7 F 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR* * & 16d NAILS G = 24335 U =2320 SYP POST (18) - C8 3.5 x 3.5 P.L. 1.8E Fo=2900 HDU5-SDS2.5 W/ (14) 1/4"x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** C9 3.5 x 5.25 P.L. 1.8E Fb=2900 (WOLMANIZED IF EXT.) HDU5-SDS2.5 W/ (:L4):1/4" x 2 1/2" SDS WS & 5/8" EXOPY ANCHOR, OR ATR** 5645 C10 3.5 x 7 P.L. 1.8E Fb=2900 HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2900 (WOLMANIZED IF FACT.) HDU8-SD32.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY ANCHOR, OR ATR*** 7870 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2900 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER To BE SYP #1 OR SPF #2 ONO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF (C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS Nor REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) COMMON NAIL vPNEUMATIC GUN COMMON OM Os. NAIL DIA. -LENGTH NAIL SPACING 8d 0.131" X 2 1h" 0.131" X 21/2" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS led OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 31/4" 0.131" X 31/4" NAILS & TOP PLATE 12d 0.148" X 31/4" 0.131" X 3 1/4" 8" O.C.(COMMON) STUD WALL 6" o.C.(GUN NAIL) CORNERS 10d 0.148" X 3" 0.131'X 3" 8" O.C.(COMMON) STUD PACK 6" O.C.(GUN NAIL) COLUMNS 16d 0.162" X 3 %- 0,131" X 3 1/4" (2) 161)(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS +26.6 / -29.1-� (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BM1 OSB. FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST .. ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU LD 04 O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING 3 MPSON HTS20 To WOOD POST KA PROJECT ROWS OF 12d NAILS @ 122"" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BM3 OSB FLITCH PLATE. NAIL I SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SMPSON HTS20 TO WOOD POST 0 cr c. ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C.'TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. F- L (2) -1 3/4" x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2950. NAIL BEAM SIMPSON LSTA24 OR (2) BM4 roGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SUS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.U. ON ROOF PLAN. EACH SIDE. (2) -1 3/4" x 117/8" LVL 2.0E Fb=2950. NAIL BEAM CONNECTION: PROVIDE (2) BM5 rUGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20'I'D WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON FIEFA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 16" LVL 2.0E Fb=2950. NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 To CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WIfH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP Wl 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP VV/ 1/2" FLITCH PLATE ; (2) -13/4" X 1-1 1/4 5 <8> LVL 2.0E Fb=2950 - 2X1'2 92 SYP W/ <8>(3) (2) 1/L" FLITCH PLATE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. EEND EA. END EA. END 1'•0" - 3'-11" (1) (2) (1) (2) 4'•0„ - 10'-5" (2) (2) (2) (2) (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2, IF HEADER IS ON TIIE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c, ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. - I _ _ -1)1 _ _ __I_- 50'-0" FLOOR PLAN SCALE = 1/4" = 1'-0" 140 MPH OPENING PRESSURES ENCLOSED - EXPOSURE C l ) +29.7 / 32.2•1,29.7 / 39.7 �= F28.4 / -30.9 ( U ) +28.4/ 37.0 +26.6 / -29.1-� +26.6 / -33.5 +24.8 / -28.0 +25.7 / -26.5 NOTE: 1. WIND SPEED LISrED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND -7 0 _'J7W�'dkYYk.,c� i..Sb°i.0l`..aM'u" aw,.,'.S".W"5, FRAMED WALL----w...�.�...�,�.....__...�..._...� Aw gyp., a�.:'a�j.> atael."`a":,,i'.�i"�'.� "'"Q -'Y,• )•... _ r j...> r 'T 1..., r'-r�"r , ..�'ix > i �"Fiil BEARING FRAME WALL YTTl7T/-�TTIT�(-lT/777[7TTll-/STT/771 ' ft 3040111 FRAMED WALL W/ BRICK VENEER FRAMED WALL W/ SIDING 4i�►Ti�w�O _ ��i��i�i�'i i►��Pr�OdJ��i�00��Od�L� SIP PANEL WALL W/ SIDING GENERAL NOTES I. R302.6 (table 302.6) If water based ceiling texture material is used, Provide 1/2" gypsum board for 16" U.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note 1/2" sag -resistant gypsum board may be used I.L.U. Of 5/8" gypsum. 5/8" type "X" gypsurn board must be installed on garage ceiling beneath habitable room(s). 2. R302.5.2 Duct Penetration. Ducts In the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a min- imum No. 26 gage (0.48 rnrn) sheet steel, 1 inch min- imum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. 3. R302.5.1Door from garage into house must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door 4. R302.7 Any accessible space under a stairway shall be protected with 1/1" gypsum board. 5. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarnf shall produce a continuous audible warning when the door or window are opened. 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. 7. R302.6 'The garage shall be separated from the residence and it's attic by not less than 1/2 -Inch (12.7mrn) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable roorns above by not less than 5/8 inch (15.9rnm) type X gypsurn board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by riot less than 1/2 inch (12.7mm) gypsum board or equivalent. 8. R612.2 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 min) above the finished grade or surface below, the lowest part of the Clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 Inches (610 ruin) shall be fixed or have openings through which a 4 -inch -diameter (102 mm) sphere cannot pass. 9. R308.4 All windows within 2'-0" of doors arid in Shower or tub areas will be saftey tempered glass. 10, Ceiling for exterior entries and covered porches to have 7/16" span rated OSB nailed per zone on roof diahragm nailing schedule. 11. R402.2.3 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. a r Mti 1i'd,.?i N)� Y,: > , '�r�TP1�`'• d' AREA CALCULATIONS A/C AREA COVERED PORCH CARPORT W/ STOR. TOTAL P.O. Box 181010 Casselberry, FL 32718 Phone: 407-696-5855 Fax: 407-331-0504 Web: HabitatSeminoleApopka.org LI Plan Issue Date: I Tuesday, November 25, 2014 1300 S.F. 100 S.F. � mNm n Nrn � C7, o .p C 5 C' w 4V U)l ^t T V) O itc ------------ 1652 S.F. .. 25 0 LD 04 CD 0 p � m 0 J D 0 F -Im(nQ KA PROJECT NUMBER Ow a aoi �' 4:N p { QQ het!• 13�.~ W p m �" _ a a rna LU UAL aim CO S -.w � 'z z " 12 U - N a � Z a N¢ tt FAL' 0 cr c. N y W o. .LA Q on ��a7 F- L P.O. Box 181010 Casselberry, FL 32718 Phone: 407-696-5855 Fax: 407-331-0504 Web: HabitatSeminoleApopka.org LI Plan Issue Date: I Tuesday, November 25, 2014 1300 S.F. 100 S.F. 252 S.F. o +-+ Q ------------ 1652 S.F. Revisions: change to frame plan rev. 11/25/14 BUILDER NOTICE: Its is the intent of the designer that these plans are accurate and are dear 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 prufessional 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: }off, 14-2911 N Sheet: FLOOR PLAN Of: da _0 0 0 +-+ .. Ll- -0 0 Ln N W CD 0 p � m 0 J D 0 F -Im(nQ KA PROJECT NUMBER }off, 14-2911 N Sheet: FLOOR PLAN Of: REINF. GRADE--- SEE PLAN 17,1] (2) ... 16" (2) #5 REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN F.F. fl h 8 (1) #5 REBAR CONT. FM03 I THICKENED EDGE PROVIDE 13" WIDE RECESS AT GARAGE DOUR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE 4" CONC. DRIVE W/ 1/2" EXP BEARING 1/2" = 1'-0" 1/2" = 1'-0" FRONT WALL OF GARAGE BAR. FIN. FLR. FOOTING DIMENSION DEPTH M �I `(;il HEIGHT (h) I i r - LAT. SPACING (O.C.) JOINTS 10'.' O.C. TYP. ------.( `—(2) #5 REBAR 2 STORY: 20" X 20" W/ (3) - #5 CONT 1:ilV108 I SECTION a GAR. DOOR /2" = 1'-0 2x BRG.'NALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) r J� W 4" 16" 4" STEP DOWN BRG. OPTIONAL CURB OR MASONRY AT ELEV. 0'-0" WITH (1) #5 BAR CONT. SLOPED GROUT TO DRAIN MUDDED FLR. SLOPED TO DRAI 8.1 OPTIONAL CURB FORVARIES MASONRY @ ELEV. 0'-0" "' F� �— - W/ (1) - #5 BAR CONT. ""r•' W"o`��aai REINF. Tr SEE PLAN • o` 16" _ (2) # 5 REBAR 2 STORY: 20" X 20" W/ (3) - #5 CONT. FM02 I SECTION @ GARAGE 1 1/2" =1'-0" REINF. SEE PLAN 00 7-4 (v� 20" 1, (3) # 5 REBAR FM08 12 -STORY FTG, 11/2" =1'-0" 2x BRG. WALL (SEE FLOOR PLAN FOR MORE INFORMATION) 1 , • 4" 16... 4„ (2) #5 REBAR _—^ 12 STORY: 20" X 20"'N/ (3) - #5 CUNT. INTERIOR BRG WALL 1 1/2"=1'-0 FM12 I STEP DOWN NON BRG. 2 #5 CONT. 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE 16" , MIN. #5 CONT. FM18 I TYP. STEP FTG. DETAIL STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION DEPTH REINFORCING MAXIMUM F.C. HEIGHT (h) NUMBER/SIZE OF BARS LAT. SPACING (O.C.) 3000 F2.0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BUT. d 1 STORY d 2 STORY b 1 STORY b 2 STORY 3 #5 E.W. BUT. 11000 IN STEM WALL 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 ) W/ (3) #5 BARS (2 STORY) 3'-6" X 3'-6" 1'-0" 0'-0"-2'-0" $" 10" 16" 20" W/ (2) #5 BARS (1 STORY) 127.2# 6' 8" 2'-8"-4'-0" 10" 10" 24" 24" W/ (3) #5 BARS 127.2# 4'-0" 4'-8" - W-8" 10" 1U" 28" 28" W/ (3) #5 BARS 39511 2'-8" 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 MININUM .75 LBS OF FIBER PER CUBIC YARD FIBERM ESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 8 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINrS 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. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR -r0 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) 'THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE_ MARK SIZE DEPTH REINFORCING GRAVITY CAP. [Ibs) F1.0 1'-0" X CONT. 1'-0" 2 #5 E.W. BOT. 3000 F2.0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BUT. 7200 F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. BUT. 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. BUT. 21500 F4.0 4'•0" X W-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" X W-6" 1'-4" 5 #5 E.W. BUT. 34500 F5.0 5'-0" X 5'-0" 1'4" 6 #5 E.W. BUT. 42500 F6.0 6'-0" X W-0" 1'-4" 7 #5 E.W. BUT. 61500 RO,J)" TU SANITARY SEWER 1 LY 1 1t:5�( I� I K I (�v,� F -K —- - 1 N.T.S. ---- NOTE: THIS IS A SCHEMATIC DRAWING ONLY. LICENSED PLUMBER TO PROVIDE AND OR MODIFY FINAL PLUMBING RISER TO COMPLY WITH CURRENT CODE. FOUNDATION PLAN SCALE = 1/4" = 1'-0" :AN OUT ,MPACTIC REQUIR Results to be V at Slab lnsue N (D u La Q� 4-1 ry Eoo o r\, Q) -0 is -I— O o U -,r U m U N °) o ) 01 -I-_ Q_ �U v, v Affiliations: A � ucn-nc G P ® Consultants: Lo N C LLl Q E8CC [2� aN �«� L,• x .J ,Q oo wLL 0 ICY ,�ki4'jji n 8 A-"1 E y o�� , � LL t— m yy ,'_ 175 "' z o`/lll�rl?�i1i1���V4 O F 3 M LO0 ® Builder: for 14 P.O. Box 181010 Casselberry, FL 32718 Phone: 407-696-5855 Fax: 407-331-0504 Web: HabitatSeminoleApopka,org Plan Issue Date: Tuesday, November 25, 2014 Revisions: 1 change to frame plan rev. 11/25/14 2 3 5 BUILDER NOTICE: Its Is the intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project. In the event that something Is unclear or needs 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: 7 O 4—' 3 ST � ' LL v 0 a w o LO r- z (D m ❑ 7_11 a Q J D Q JM(n< KA PROJECT NUMBER a 14-2911 +off, c Sheet: 3 Of: (a) v FOUNDATION PLAN 8' CLG. S' C;LG. IM/C 8' CLG. SINK 10" BAR TOP 8' CLG. RANGE/HOOD 8' CLG. REE. ATS. OWNER'S BATH KITCHEN MALL LOAD CALCULATIONS COOLING GREATER THAN HEATING LIGHT FIBERGL. SHOWER MIRROR 110 VOLT SPLIT SWITCHED OUTLET = 3906 APPLIANCE CIRCUITS RANGE O 0 OVEN NONE IM/C 8' CLG. SINK 10" BAR TOP 8' CLG. RANGE/HOOD 8' CLG. REE. ATS. OWNER'S BATH KITCHEN MALL LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,302 x 3 110 VOLT SPLIT SWITCHED OUTLET = 3906 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS ( 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 32,456 SUBTRACT 100 % OF FIRST 10,000 -10,000 SP A= 22,456 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 OWPO P I3= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" _ (.40 x 22,456) = 8,982 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 38,982 WATTS DIVIDED BY 240 = AMPS LOW VOLTAGE LIGHTING CALCULATED SERVICE AMPS = 162 INTERIOR ELEVATIONS SCALE: 3/8" =1'-0" ELECTRIko'J'AL PLAIN SCALE = 1/4" = 1'-0" NOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM. PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT IRTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 72. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE.AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR. OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. 2008 NEC 406.11 OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMN. \l j 200 = 2/0 COPPER OR 4/0 ALUMN IN 2" CONDUIT METER UNDERGROUND SERVICE BY --i POWER COMPANY INTERSYSTEM BONDING TERMINATION PER 250.94 2008 NEC MAIN ISCONNECT 150 OR 200 AMP A/C DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE # 6 TO HVAC #4 GROUNDING WIRE WITH CODE APPROVED CLAMP "r0 EITHER a) APPROVED GROUNDING ROD W/ MINA' DEPTH 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. Affiliations.. N 0 U_ B D, �'Q J P Consultants: '.y L I LEGEND ci SMOKE DETECTOR 110 VOLT SPLIT SWITCHED OUTLET SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH CM SMOKE DETECTOR 2 DOOR BELL CHIMES COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT t4 FOUR-WAY SWITCH p— tDM DIMMER SWITCH FLUORESCENT LIGHTING -�- CEILING MOUNTED FIXTURE LF -171TRACK LIGHTING T.V. CABLE OUTLET SCOUNCE ( WALL MOUNTED) DISCONNECT SWITCH OL FIXTURE SP PREWIRE SPEAKER U o CEILING FAN OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMN. \l j 200 = 2/0 COPPER OR 4/0 ALUMN IN 2" CONDUIT METER UNDERGROUND SERVICE BY --i POWER COMPANY INTERSYSTEM BONDING TERMINATION PER 250.94 2008 NEC MAIN ISCONNECT 150 OR 200 AMP A/C DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE # 6 TO HVAC #4 GROUNDING WIRE WITH CODE APPROVED CLAMP "r0 EITHER a) APPROVED GROUNDING ROD W/ MINA' DEPTH 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. Affiliations.. N 0 U_ B D, �'Q J P Consultants: '.y 110 VOLT DUPLEX OUTLET ci 110 VOLT SPLIT SWITCHED OUTLET N U) m N GROUND FAULT INTERRUPT' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 LU 'r•. 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET DI0SP DISPOSAL TV T.V. CABLE OUTLET L_� DISCONNECT SWITCH OL TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER U RECESSED LIGHTING � JUNCTION BOX OWPO P WATER PROOF L0 Imo- LU W RECESSED LIGHTING THERMOSTAT flip BATH FAN O LOW VOLTAGE LIGHTING y BATH FAN W/ LIGHT EA INTERCOM SYSTEM m 0 © GARAGE. DOOR o_ v c � 3orn,I Cx Ld PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMN. \l j 200 = 2/0 COPPER OR 4/0 ALUMN IN 2" CONDUIT METER UNDERGROUND SERVICE BY --i POWER COMPANY INTERSYSTEM BONDING TERMINATION PER 250.94 2008 NEC MAIN ISCONNECT 150 OR 200 AMP A/C DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE # 6 TO HVAC #4 GROUNDING WIRE WITH CODE APPROVED CLAMP "r0 EITHER a) APPROVED GROUNDING ROD W/ MINA' DEPTH 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. Affiliations.. N 0 U_ B D, �'Q J P Consultants: '.y ci N U) m N _0 0 L 0 i N '> LU 'r•. W Liz U) V y �O C pcc- Eu Wz N'Oy OL `�$I1t11 Ll ]..,. m'E y 2 o L `i U " ai 0 L0 Imo- LU W o �N�c ¢ flip 4 y Jk �s m 0 F 0 o_ v c � 3orn,I Cx Ld �0Io '2 0 �S BU_ N cI � _ Z acv r Q KA PROJECT NUMBER ro c m m ILLI o`m_•—my o 0 LpU ❑ ❑ P.O. Box 131010 Casselberry, FL 32718 Phone: 407-696-5855 Fax: 407-331-0504 Web: HabitatSeminoleApopka.org ILA Plan Issue Date: I Tuesday, November 25, 2014 Revisions: 1 change to frarne plan rev. 11/25/14 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: E N U) m _0 0 L 0 i M M U) Q L LL L ai 0 L0 Imo- LU OO O y (D m 0 rl (n d J 0 N N KA PROJECT NUMBER ro N o 0 14-2911 ti 'D4 Q) > Sheet: Of: N � ,a I a ELECTRICAL PLAN IRDSEYE PLAN SCALE: 3/16" = 1'-0" ALL ROOF SLOPES ARE 4:12 ALL OVERHANGS ARE 12" U.N.O. RIDGE VENT APPROXIMATE SIZE & LOCATION —3050 SH -1 SIDING 8068 SGD 4" TRIM TYP. ELEVATION NOTES: 1. LAP SIDING ON 2x6 EXTERIOR WALLS 2. ALL TRIMS ARE 1/2" X 4" 3. ROOF OVERHANGS ARE 12" U.N.O. (2) 3050 GENERAL NOTES: VENTILATION CALCULATION ROOF CRITERIA FORMULA PER FRBC SEC 806.2= S.F / 300 (1/300)/2 -12" OVERHANG @ EAVES U.N.U. w 144 (TO CONVERT TO SQ, INCHES) = NET SQ, INCH -6" OVERHANG @ GABLES U.N.O. REQUIREMENT -PLUMB CUT FASCIA 1638/300 = 5.46/2 = 2.73 X 144 = 393.12ROOF PITCH PER ELEVATION -SHINGLE LOADING 393 SQ. INCHES OF ROOF VENTILATION REQUIRED NOTE: SOFFITS ARE TO BE PERFORATED AND THE NET FREE SQUARE INCHES SHALL MEET OR EXCEED THE CALCULATED AMOUNT OF VENTILATION REQUIRED. EXTERIOR PLASTER NOTES 8703.6 EXTERIOR PLASTER. 8703,6,1 EXTERIROR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926. R703.6.2 INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 1063. 8703.6.3 WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING: 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL COMPLYING WITH SECTION 8703.2, OR 2, ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER COMPLYING WITH SECTION R703.2 OVER AN APPROVED PLASTIC HOUSE WRAP, OR 3, OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. RIDGE VENT --- - TOP OF PLATE TOP OF PLATE )OW HEAD HG W'DOW HEAD HGI op FIN_ FLR REAR ELEVATION SCALE: 1/4" =1'-0" RIDGE VENT APPROXIMATE SIZE & LOCATION RIGHT ELEVATION SCALE: 1/4" =1'-0" LES ELEVATION SCALE: 1/4" =1'-0" 3050 SH 4" TRIM TYP. 3030 SH OPEN THRID_ CAR PORT i 3068 DOOR L SIDING 2868 DOOR FRONT ELEVATION SCALE: 1/4" =1'-O" _ TOP OF PLATE _ O w zo FIN. FLR. Phone: 407-595-5555 Fax: 407-331-0504 Web: HabitatSeminoleApopka.org LA Plan Issue Date: Tuesday, November 25, 2014 Revisions: 1 change to frarne plan rev. 11/25, BUILDER NOTICE: Its is the intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project. In the event that something is unclear or needs clarification, Stop, and call the designer listed on this title page. If is the responsibility of the licensed professional that Is constructing this project to fully review these documents before construction begins and any and all corrections if needed to be made, before any work is done I I Job Information: N 2.��� ^�t,�01�1111ilitlt//�o�� ' A N r_ m -V ' `� 1 prJ�p 70 o 8 ; _ M I'---•'' .cc COO O,rr-&-n L(� f_t: �1 i . o m 1.2 c! = Ld 0 D_ - ) Lu 2 a,N F e (1) z" �"•Oz a �.� , LLll_ e)'E �n . w U z(pI--- '� i V) a O m ( KA PROJECT NUMBER 0 cn �'c o m ix.l.li9i� illi. 70 fi° Z t! CJ m f> c I] U Of: (,D > F -a o `o LL OOU tr) Phone: 407-595-5555 Fax: 407-331-0504 Web: HabitatSeminoleApopka.org LA Plan Issue Date: Tuesday, November 25, 2014 Revisions: 1 change to frarne plan rev. 11/25, BUILDER NOTICE: Its is the intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project. In the event that something is unclear or needs clarification, Stop, and call the designer listed on this title page. If is the responsibility of the licensed professional that Is constructing this project to fully review these documents before construction begins and any and all corrections if needed to be made, before any work is done I I Job Information: ELEVATIONS N 70 o M i . .. 0 D_ - ) e (1) L0 z(pI--- '� i V) a O m ( KA PROJECT NUMBER 0 o 14-2911 e, C Sheet: Of: (,D > ELEVATIONS * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET. TB03 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. 'f0 PROVI BLOCKING TO W/ APA RECOP FOR SPAN RAI 7/16" OSB.— TOP & BOTTOM CHORD GABLE END BRACING @-----/ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. n 1 TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 11/8"=1' 4 FT. CJ - - - - - - - - - - - - - - I I � 4 FT. I ' C21 , , I ------------------------------------------------ 5 FF, 4 FT. O 21 5 Ff. 4 FT. r------ ---------- 1 �� � 1 2 CJS i 1 1 ; 1 , 1 4 FT. r-------------- ---------- - 4 FT. O R0NAI LI NG Z 0 ME DIAGRAIM O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL AT TOP P' uaE TWO ROWS @ 4" O.C. W/8d COMMON NAIL 0C NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL O NAIL INT. AT 6" O.C. W/8d COMMON NAIL O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 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" MIN. 7/16" MARK — —"— — 'r — STRUCTURAL I I SHEATHING II II OR 15/32" OSB J U% II I EXPOSURE I W FASTENERS TYPE SHEATHING sYP II II II D II PROVIDE sYP II II II BLOCKING AS FRAME TO II I I REQUIRED PER HTA20 W/ - - IQ. vJ � = Qf".."a.'m II I NOT FULL 1810 II II HEIGHT SHEET 1585 CII II II II II II O H2.5A W/ (10) - 8d NAILS II II 535 GO LOOR SYSTI RT7A W/ (10}8d x 11/2" 565 I WALL SHEATHING /�� ( U ) H10A W/ (18) -10d x 11/2" (18) • lOd x 11/2" AT PLY FRAME TO FRAME 1015 1:540 RT16A W/ (`9)-10d x 11/2" 1160 1380 \� 2 T U L PLY TRUSSES 1070 1245 & (8) 10d x 11/2" � W/ (14) -10d x 11/2" FRAME < cr 6 M MTW12 W OMTS12 D (Ar EXTERIOR LOCAHON INCLUDE (3) 12d TOENAILS) ro FRAME 860 1000 (14)-10d x 11/2" 1005 1195 MGr W/ (22) -10d NAILS & 5/8" FRAME MUGT15 W/ Q A'fft W/ 5" EMBEDMENT W/ SIMPSON "SET" EPDXY rU MASONRY 3140 3140 DIA.R 4175 ANCTIO HBOLT HTS; -2U W/ (24) -10d x 11/2" FRAME M IW20 W/ O/-\ F (AT EXTERIOR LOCATION INCLUDE (3) 12d TOENAILS) rU FRAME 1245 1450 (24}10d x 11/2" 1285 1530 (2) HTS -20 W/ (48) - 10d x 11/2" FRAME (2) M FW20 W/ F1 (AT EXTERIOR LOCATION INCLUDE (3) 12d 70ENAILS) TO FRAME 2490 2900 (24)-10d x 11/2" 2570 3060 HGT-2 W/ (16) -10d W/ 5" FRAME MUG'r15 W/ `j'� CONTINUOUS rU BOTTOM (2) 3/4" DIA. CHORD A) —/ ANCHOR (HGr-3 FOR 3PLY) MASONRY 6280 (3280 ANCHOR BOLT 7020 9790 SIMPSON FGTR* W/ (18) -SDS FRAME RFUS W/ H O 1/4" x 3 WOOD SCREWS AND (2) 1/2" x 5 TIrAN HD ANCHOR BULfS BRACING 3600 2 X 4 MIN. SEE DETAIL TBO4—"— FRAME (2) LUGT2 W/ J2 "X" BRACE 3700 SEE (16)404 & (5) 1/4"0" 1810 1850 WEDGE BOLT OTO J3 MAS.= (2) LGT-3 W/ (24) SDS 1/4" x'2 1/4" & (8) 3/8" x 5" [TOTO JE Ti rENS HD'3 (3 PLY TRUSS) DETAIL TBo1 FRAME= LGr-3 (26) 16d 70 CUL.5310 BEAM 7370 X/X (12) SDS 1/4" x 2.,/2" MAS/FRAME ,OMPLY OPT. HU0410 (MAX)W/ BEAM U 1 HD410HU410 (18)-16d HEADER 1905 (18) 16d & (10) 1Od NAILS BEAM U#1570 (10)-104 @ J01s r o ^ O HU410 OPT. HUC410 W/ (18) BEAM TO Gt15U85 HD2102 W/ (6}3/16"x3" 1ENDATIONS MASONRY U#1810 TAPCONS 152Q 1825 TO MAS. = HU46 OPT'. HUC46 W/ (12) BEAM TO o L2 TITEN 1/4"x 2 3/4" & (6) 10d NAILS MAS/FRAME G#3950 WA X X — TO FRAME= (12) 16d & (6) 1Ud NAILS NG OF U#1085 PA (2) HETA16 OR (2) HETA20 1 PLY W/ (10}10d x 11/2" OR FRAIIA TO 2035 2035 (2) HTA20 W/ 3170 3230 2 PLY W/ t12}16d MASONRY 2500 2500 (10}10d x 11/2" HrSM16 W/ (8) 10d NAILS AND FRAME HTWM16 W/ (4) 1/4"x2 1/4" TAPCONS TO 1020 1175 (4)-1/4"x1 3/4"1225 MASONRY WEDGE BOLT ON 4 ofr. HTSM20 W/ (10) 10d NAILS AND FRAME FITWM20 W/ (4) 1/4"x2 1/4" TAPCONS MASONRY 1020 1175 WEDGE BOLT 1125 H10S W/ (8) 8d x 1 1/2" NAILS FRAME TO 915 1065 (AZA I P AND (2) 3/8"x4" TITAN HD MASONRY XX GENERAL CONNECTOR NOTES 1. CONNECT ALL TRUSSES / FLOOR TRUSSES TO MASONRY WALLS / LINTELS / ICF WALL WITH OA CONNECTOR UNO ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALL CONNECT W/OA AT 24" O.C. OR 32" O.C. PENDING VERTICALS W/ IN FLOOR TRUSS 2. CONNECT ALL TRUSSES TO INTERIOR / EXTERIOR BEARING WOOD WALLS / BEAMS WITH © CONNECTOR UNO ON PLAN. 3. CONNECT ALL TYPICAL HIP JACK (CORNER JACK) TO MASONRY WALLS / LINTELS / ICF WALLS WITH OA CONNECTOR. IF WOOD WALL OR BEAM USE (2) © CONNECTORS UNO ON PLAN 4. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAMS WITH (3) 12d TOENAILS. 5, ALL TRUSS TO TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE TRUSS MANUFACTURER UNO ON PLAN, 6. ALL CONTINOUS BEARING FLOOR TRUSSES ON MASONRY ARE TO BE STRAPPED DOWN @ 24" WITHAO CONNECTOR. ROOF FRAMING NOTES TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 1/2" CDX (4 PLY) PLYWOOD, SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. - - - NOTE TO FRAMER --- --i IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATON, FINAL 0 W THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS Q '� I UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. 0 W J T 02 d ...._..- o i 0 �- 1] � � a EQ TOP & BOTTOM CHORD GABLE END BRACING @-----/ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. n 1 TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 11/8"=1' 4 FT. CJ - - - - - - - - - - - - - - I I � 4 FT. I ' C21 , , I ------------------------------------------------ 5 FF, 4 FT. O 21 5 Ff. 4 FT. r------ ---------- 1 �� � 1 2 CJS i 1 1 ; 1 , 1 4 FT. r-------------- ---------- - 4 FT. O R0NAI LI NG Z 0 ME DIAGRAIM O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL AT TOP P' uaE TWO ROWS @ 4" O.C. W/8d COMMON NAIL 0C NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL O NAIL INT. AT 6" O.C. W/8d COMMON NAIL O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 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" MIN. 7/16" MARK — —"— — 'r — STRUCTURAL I I SHEATHING II II OR 15/32" OSB J U% II I EXPOSURE I W FASTENERS TYPE SHEATHING sYP II II II D II PROVIDE sYP II II II BLOCKING AS FRAME TO II I I REQUIRED PER HTA20 W/ - - SECTION X -X IF vJ � = Qf".."a.'m II I NOT FULL 1810 II II HEIGHT SHEET 1585 CII II II II II II O H2.5A W/ (10) - 8d NAILS II II 535 GO LOOR SYSTI RT7A W/ (10}8d x 11/2" 565 I WALL SHEATHING 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM �2) U ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" 0.0 IN FIELD ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD "ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES (2)- 2x TOP PLATE MIN. 7/16" STRUCTURAL 1 BEYOND OR 15/32" OSB EXPOSURE 1 SHEATHING rr— II I I II II LI III III II II II III C III II II ll III III II C II I III OPENING III II I IIIlir — 117— — - III C III x I II I11 III 1�x II II III I I I II I III II II II III i I I II 1111 II II II III I I I II I III II II Il� ILII I I II I III II II II LU 1_ I L — _U 1L__ — _U VERTICAL HORIZONTAL WALL ELEVATION DIAGR&N "S" = NAIL SPACING SINGLE NAIL EDGE SPACING 1/2" DOUBLE NAIL EDGE SPACING SOLID 2x MARK BLOCKING @ ALL LU a w I SHEATHING 05 Q a EDGES(SEE J U% SECTION X -X) 0 2x STUDS BEYOND. SEE PLAN 2x4 P.T. BASE PLATE BEYOND SEE PLAN w O U UJ LL a0Q n. W a = LU - r� �F_0 LU 63 LL J m D U7 tY J� O D - I-- O? N W 00 Iv LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED VER ICAL BLOCKING SECTION X - * *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE T13:13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. R00F FRAMING PLAN NTS SEE FLOOR PLAN FOR BEAM SIZE CONNECTOR SCHEDULE MARK SIMPSON CONNECTOR w i1: -/ ♦CJS ��Ci USP CONNECTOR , W FASTENERS TYPE SPF sYP W FASTENERS SPF sYP A IIETA16 W/ (9) -10d x 11/2" OPT. FRAME TO O �.l aJ LL Fz ! HTA20 W/ wV'� t m o vJ � = Qf".."a.'m HETA2U W/ (9) . 10d x 11/2" MASONRY 1810 1810 (10}10d x 1 1/2" 1585 1615 O H2.5A W/ (10) - 8d NAILS FRAME TO FRAME 535 600 RT7A W/ (10}8d x 11/2" 565 670 /�� ( U ) H10A W/ (18) -10d x 11/2" (18) • lOd x 11/2" AT PLY FRAME TO FRAME 1015 1:540 RT16A W/ (`9)-10d x 11/2" 1160 1380 \� 2 T U L PLY TRUSSES 1070 1245 & (8) 10d x 11/2" � W/ (14) -10d x 11/2" FRAME < cr 6 M MTW12 W OMTS12 D (Ar EXTERIOR LOCAHON INCLUDE (3) 12d TOENAILS) ro FRAME 860 1000 (14)-10d x 11/2" 1005 1195 MGr W/ (22) -10d NAILS & 5/8" FRAME MUGT15 W/ E O A'fft W/ 5" EMBEDMENT W/ SIMPSON "SET" EPDXY rU MASONRY 3140 3140 DIA.R 4175 ANCTIO HBOLT HTS; -2U W/ (24) -10d x 11/2" FRAME M IW20 W/ O/-\ F (AT EXTERIOR LOCATION INCLUDE (3) 12d TOENAILS) rU FRAME 1245 1450 (24}10d x 11/2" 1285 1530 (2) HTS -20 W/ (48) - 10d x 11/2" FRAME (2) M FW20 W/ F1 (AT EXTERIOR LOCATION INCLUDE (3) 12d 70ENAILS) TO FRAME 2490 2900 (24)-10d x 11/2" 2570 3060 HGT-2 W/ (16) -10d W/ 5" FRAME MUG'r15 W/ `j'� EMBED (2) 3/4" DIA. EPDXY rU (2) 3/4" DIA. A) —/ ANCHOR (HGr-3 FOR 3PLY) MASONRY 6280 (3280 ANCHOR BOLT 7020 9790 SIMPSON FGTR* W/ (18) -SDS FRAME RFUS W/ H O 1/4" x 3 WOOD SCREWS AND (2) 1/2" x 5 TIrAN HD ANCHOR BULfS TO MASONRY 3600 5000 (4)- 3/4"x6" WEDGE BOLT 5500 (2) LGT-2 W/ (32}16d SINKERS FRAME (2) LUGT2 W/ J2 (14) 1/4" x 2 1/4" TITENS (2 PLY MUSS) TO MASONRY 3700 4300 (16)404 & (5) 1/4"0" 1810 1850 WEDGE BOLT OTO J3 MAS.= (2) LGT-3 W/ (24) SDS 1/4" x'2 1/4" & (8) 3/8" x 5" [TOTO Ti rENS HD'3 (3 PLY TRUSS) FRAME= LGr-3 (26) 16d 70 CUL.5310 BEAM 7370 X/X (12) SDS 1/4" x 2.,/2" MAS/FRAME O OPT. HU0410 (MAX)W/ BEAM U 1 HD410HU410 (18)-16d HEADER 1905 (18) 16d & (10) 1Od NAILS BEAM U#1570 (10)-104 @ J01s r O HU410 OPT. HUC410 W/ (18) BEAM TO Gt15U85 HD2102 W/ (6}3/16"x3" TITEN 1/4"x 2 3/4" & (10)-10d NAILS MASONRY U#1810 TAPCONS 152Q 1825 TO MAS. = HU46 OPT'. HUC46 W/ (12) BEAM TO L2 TITEN 1/4"x 2 3/4" & (6) 10d NAILS MAS/FRAME G#3950 WA X X TO FRAME= (12) 16d & (6) 1Ud NAILS U#1085 PA (2) HETA16 OR (2) HETA20 1 PLY W/ (10}10d x 11/2" OR FRAIIA TO 2035 2035 (2) HTA20 W/ 3170 3230 2 PLY W/ t12}16d MASONRY 2500 2500 (10}10d x 11/2" HrSM16 W/ (8) 10d NAILS AND FRAME HTWM16 W/ (4) 1/4"x2 1/4" TAPCONS TO 1020 1175 (4)-1/4"x1 3/4"1225 MASONRY WEDGE BOLT ON ofr. HTSM20 W/ (10) 10d NAILS AND FRAME FITWM20 W/ (4) 1/4"x2 1/4" TAPCONS MASONRY 1020 1175 WEDGE BOLT 1125 H10S W/ (8) 8d x 1 1/2" NAILS FRAME TO 915 1065 (AZA I P AND (2) 3/8"x4" TITAN HD MASONRY XX GENERAL CONNECTOR NOTES 1. CONNECT ALL TRUSSES / FLOOR TRUSSES TO MASONRY WALLS / LINTELS / ICF WALL WITH OA CONNECTOR UNO ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALL CONNECT W/OA AT 24" O.C. OR 32" O.C. PENDING VERTICALS W/ IN FLOOR TRUSS 2. CONNECT ALL TRUSSES TO INTERIOR / EXTERIOR BEARING WOOD WALLS / BEAMS WITH © CONNECTOR UNO ON PLAN. 3. CONNECT ALL TYPICAL HIP JACK (CORNER JACK) TO MASONRY WALLS / LINTELS / ICF WALLS WITH OA CONNECTOR. IF WOOD WALL OR BEAM USE (2) © CONNECTORS UNO ON PLAN 4. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAMS WITH (3) 12d TOENAILS. 5, ALL TRUSS TO TRUSS CONNECTIONS ARE TO BE PROVIDED BY THE TRUSS MANUFACTURER UNO ON PLAN, 6. ALL CONTINOUS BEARING FLOOR TRUSSES ON MASONRY ARE TO BE STRAPPED DOWN @ 24" WITHAO CONNECTOR. ROOF FRAMING NOTES TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 1/2" CDX (4 PLY) PLYWOOD, SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. - - - NOTE TO FRAMER --- --i IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATON, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-2 1-11 SIMPSON A34 CLIP @ 24" O.C. P.O. Sox 181010 Casselberry, FI.32718 Phone: 407-696-5855 Fax: 407-531-0504 Web: HabitatSeminoleApopka.org Plan Issue Date: Tuesday, November 25, 2014 Revisions: 1 change to frarne, plan rev. 11/25/14 BUILDER NOTICE: Its Is the Intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project. In the event that something Is unclear or needs clarification, Stop, and call the designer listed on this title page. If is the responsibility of the licensed professional that is constructing this project to fully review these documents before construction begins and any and all corrections if needed to be made, before any work is done Job Information: cy ;a -0 a M a F, V] N _ (1) —LL �" � •. 10 Z3 4) L0 r- Lu Ij a imu)<r, KA PROJECT NUMBER 0 14-2911 N ly Sheet:Arak 0f: U) C U) 16 — n: ROOF FRAMING PLAN .IVa �• J'aMv `� .� L' • a ^�n .�� w i1: -/ ♦CJS ��Ci ' raG. , o 19 .o m rn .3 W N i . -'2000 W W .. .� "r cr 4 2 v � =__7 / ♦ 'lf o a 04 O �.l aJ LL Fz ! wV'� t m o vJ � = Qf".."a.'m J tip~ // O.. „1 . 1 G V Z v ¢ ti f, /Ill+1:'� F c a8w � G ¢40 : LL O U WU; .� M W LUL'. LLI I o M - �2vU�c Z •�-N2 lu Q O ._ a v � a � 5.5 ¢, Z $F W I u�l < cr 6 M I-0 P.O. Sox 181010 Casselberry, FI.32718 Phone: 407-696-5855 Fax: 407-531-0504 Web: HabitatSeminoleApopka.org Plan Issue Date: Tuesday, November 25, 2014 Revisions: 1 change to frarne, plan rev. 11/25/14 BUILDER NOTICE: Its Is the Intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project. In the event that something Is unclear or needs clarification, Stop, and call the designer listed on this title page. If is the responsibility of the licensed professional that is constructing this project to fully review these documents before construction begins and any and all corrections if needed to be made, before any work is done Job Information: cy ;a -0 a M a F, V] N _ (1) —LL �" � •. 10 Z3 4) L0 r- Lu Ij a imu)<r, KA PROJECT NUMBER 0 14-2911 N ly Sheet:Arak 0f: U) C U) 16 — n: ROOF FRAMING PLAN HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS 2 X 4 WALL 2 X 6 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-6" - 16' (3) (4) (3) 1 (4) HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK NO. & SIZE OF HEADER SIZE RAFTER TIES & GRADE EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SIMPSON SPH4 W/ 12-10d X 11/2" TYP. CORNER @ GARAGE ISEE HEADER SCHEDULE FOR 4 W 12 1Cd TOP PLATE SIMPSON MSTA2 /( ) JACKS & KING STUDS NAILS EACH AT 32" O.C. BLOCKING BETWEEN (3) #2 STUDS (3)SIMPSON SPH4 STUDS @ CORNER NAILED w/ 16d @ 6" O.C. STAGGERED SIMPSON STHD14 c W/(6)10d NAILS EACH W/ (30)-16d NAILS a I V I Q) (5) 1/2" DIA. x 5" N ` LAG BOLTS cJ 0 0 0 r1 CONT. WOOD TRIM C: z o J UAHAUt 61 U Linz valley by centering m CD ° HEADER SEE SCHEDULE ° SEE PLAN 2X CRIPPLES @ 16" O.C. �, 36" wide u N m 0 Q o (), 'r'o W/ SIMPSON SP2 TYP. • `�"° _ o «3 CJ =o o r U 0 o Waterproofing Shingle v o K , ° Underlayrnent or in ° - TOP AND BOTTOM i �, ,� \, 2 -ROWS 12d NAILS o ° (3) 2x4 STUD PACK. equivalent directly to < 2"x6" WOOD JAMB STAGGERED @ SEE PLAN FOR COLUMN deck. a M ?i 12" O/C EACH 0 0 DOOR AND CONNECTION PER 0 _ U U Y cv Y * WHEN STUD LENGTH , FACE OR 3 -ROWS ° (2)SIMPSON MSTA 24 GARAGE DOOR MANUFACTURER TRACK MOUNTING DET. SIMPSON HTT5 Q o o 0) IS LESS THAN 12" USE 12d NAILS STAGGERED ° ° W/(1$)10d NAILS EACH TYP. GARAGE DOOR POST BASE WITH A WAO 0 LSTA30 STRAPS AT EACH C@ 12" O/C FOR 2 x 10 ° 0 5/8" ATR DRILLED V) `a STUD WRAPPED OVER OR GREATER HEADER ° GARAGE / " o &EPUXIED W/ MIN. TOP PLATE &NAILED OPENING 1 2 X 5 L.B. 7" EMBED. & (26) 16d o ° TO HEADER EACH SIDE sum o SINKERS TO POST \ (n W/2 WASHERS \ V) ® Affiliations: SEE 4/S-2 FOR W/ 11 - 10d NAILS - \ DOUBLE 2 x #2 ADDITIONAL S.Y.P. HEADER W O - 1/2" FLITCH PLATE INFORMATION lUd NAILS @ HEADER. (U.N.O.) Do not nail within ® B" 0/C TYP. ° SECTIONAL 6" of Embed each shingle Consultants: (2) 2x4 P.T. #2 SYP ALTERNATE HTT5 CONNECTION valley centerline in a 2" 2 — FILLING AND BLOCKING AS & (3) 2x4 #2 SYP OVERHEAD DOUBLE 2 x 4 REQUIRED FASTENED TO (TOTAL OF 5) ATTACHED o DOOR wide strip of asphalt a) CRIPPLE STUD HEADER W/(2) ROWS ri _ raging cement. � TYPICAL (U.N.O.) rra OF 12d @ 16" O/C UNLESS W/ (2) ROWS OF STAGGERED #2 SYP 2" X 6" y ro HI n N rn 16d NAILS @ 6" O.C. (3) 2X4 STUD PACK. s = " a U) ti N �� m d NOTED OTHERWISE °°1° o 0 0 9 °°(° o SEE PLAN FOR COLUMN Cut 2" Y 0 � _ d °'° // F AU ` diagonally t ff upper z o 0 o w m 4 e� z •,rte N °' ° (2) 1/2" x 10" J -BOLT W/ 2"x2"x1/8" f rammed a o L '�'� oi1111�1,�fl�t rn 2 x 4 STUDS TYP. ° �° - WASHER EACH SIDE OF STUD PACK w = O,_ p 9 °°�° SIMPSON STHD14 OVERHEAD (IF SULTS ARE MISSED 1/2" ` �` ~ ° �' $ y = (q o('.t rn)1�lty' , // ° SECTIONAL THREADED ROD MAY BE USED, `` shingle. �'c°' .`,QQ ""°'•``w SIMPSON HTT16 W/ (18) W/ (30) 16d NAILS 16d NAILS &A 5/8" DRILLED AND EPDXIED ` \ a a N (7 _ rn `Fid Z. DOOR TRACK � g � i = T� ° �' �_�-. of°., •�'�• -^ EXPANSION ANCHOR 4 i ° ATTACHED PER @ W/ MIN. 7" MIN. EMBED. r 10 ' ° °�� W 6" EMBEDMENT U.N.O. �; `� _ `(� —.— `� _ OR 1 2" WEDGE ANCHOR W MIN. = r rY R `";=a �� ° ' Q' _ Op QUO OR 8 1/2" AT GARAGE ; GARAGE DOOR GARAGE SLAB 7" EMBEDMENT) / ��� _ _ _ "' k� _ .o °? c° N _ 0 "'- F R > > MANUF. CO. �• ., Y; jNG STEP DOWN D D 4 D 1 D 0 `i ',\ =` c r Z' N r �Y �c HOLD DOWN CONNECTIONS ^ ^ ^ ^ O a NOT REQUIRED @BEARING P.T. BOT. PLATE = v N = JO •yL f °.° Q ° I Cut shingles 2" USE: `` c t z' z o ` t' Y. oN ',,W o •... #5 CORNER BAR back from ASTM6380 �° WALLS WITHOUT UPLIFT REQ'D SEE PLAN IMPSON SPH4 EACH STUD valley centerline DSE: ~ �fi'O •- - r. c 10t�� w � �' W/ (12) 10d x 11/2" NAILS u: J1ill1lI6iii- ' U CL WF09 WALL HEADER DETAIL 171/ 2"= 1'0" WC04 GARAGE HEADER ANCHOR 3/4"=1'0" WC05 SECT. OVERHEAD GAR. DOOR INSTALL N.'r.s. CD26 GIRDER BASE CONNECTION 1/2"=1'-0" RD01 VALLEY FLASHING DETAIL N.T.S. 2 0 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W/ 8d 21/2" x 0.131 NAILS AT 32" O.C. MAX ° u B 2 - 2"X4" (/t2 SPF) TOP PLATES Au W/12d 6" O.C. MIN., SPLICE 48" o WASHER (IF BOLT S/MISSED A v SEE PLAN FOR HEADER SIZE < c 1/2' THREAD ROD MAY BE USED, :v DRILLED & EPDXIED W/ 7" �— C SEE TABLE BELOW ° MIN. EMBEDMENT OR 1/2" 2" X 4" #2 SPF STUDS AT 16" O.C. m NO CONNECTORS REQUIRED FOR JACK STUDS ID / BEAM PER PLAN SEE SCHEDULE (SHEATHING BEING USED FOR UPLIFT) ® Builder: WEDGE ANCHOR W/ MIN. CALL OUT FOR CONNECTORS EA. SIDE Y 7" EMBEDMENT) TYPICAL. o SIMPSON SPH4 12d NAILS 2 ' @ EACH STUD@ 8" O.C. 2 D 0 TYP. AT 32" O.C. LO +_J1i SEE PLAN E C—. 01)C4 2"X4" P.T. BASE PI ATE 1 � (y) J NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE c �-+ C� W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE I X— I LLL. a WHERE J BOLTS ARE MISSED SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR AT PORCH POSTS, EPDXY @ EA. STUD TO TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS SEE PLAN FOR BASE 5/8" THREADED ROD 7" MIN. CONNECTORS INTO FOUNDATION w/ SIMPSON 2 ROWS 12d SET2 EPDXY-TIE SYSTEM NAILS @ 8" O.C. USE 2" WASHERS AND NUT. ° o ° BEAM CONTRACTOR WILL FOLLOW ALL (SEE PLAN) INSTALLATION DIRECTIONS OF a a SIMPSON INCLUDING HOLE 12d NAILS 4' PREPARTION AND CLEANING. (3) 2X4 SPF #2 1/2"X 10" J -BOLT W/ 2"X2"X1/2" WASHER (IF BOLT IS MISSED A @ 8" O.C. 1/2" THREAD ROD MAY BE USED, ° C`'a a G' DRILLED & EPDXIED W/ 7" SEE PLAN FOR MIN. EMBEDMENT OR 1/2" CONNECTOR WEDGE ANCHOR W/ MIN. 7" EMBEDMENT) TYPICAL. CONNECTOR LEGEND CA SIMPSON SPH4 W/ 12-10d X 1/2 SIMPSON MSTA24 W/ \" (18) 10d NAILS SIMPSON MSTA24 W/ 0 (18) 10d NAILS CD) SIMPSON SPH4 W/ 12-10d X 11/2" CE) 1/2"X10" J -BOLT W/ 2" WASHER @ 32" O.C. PLUS (2) WITHIN 6" EACH SIDE OF JACK STUDS @ HEADER Tuesday, November 25, 2014 WC03 WALL TO WALL CONN. @ END OF SHEARWALL 11/2"=1'-0" CD11 PORCH POST DETAIL 3/4"=1'-0" [CD25 I BEAM TO WALL CONNECTION N.T.S. WF66 TYPICAL BEARING WALL N.T.S. Revisions: 0 1 change to frame plan rev. 11/25/14 2 3 o. 4 r 5 F- BUILDER NOTICE: 2x4 #2 SPF W/ (2) Its is the intent of the designer that.these plans 12D NAILS EACH are accurate and are clear enough for the licensed END AT 24" O.C. professional to construct this project. In the event that is Stop, and calllgthe drclear or esigner listedlon eeds lthis title page. `C If is the responsibility of the licensed professional that is constructing this project to fully review these SIMPSON DTC W/ documents before construction begins and any and cn all corrections if needed to be made, before any (4) 8d NAILS TO a work is done TOP PLATE, (2) 8d 1/4" MIN. NAILS @ SLOT AT SPACE r_ Job Information: TRUSS CROSSING TRUSS PARALLEL g EXT.OF BLD. SIMPSON DTC w/ T9 NON-BEARING WALL < 1/2"x10" ANCHOR BOLT (4) 8d NAILS TU 1/4" MIN. P 2x STUDS WITHIN 6" OF INSIDE CORNER TOP PLATE, SPACE TYPICAL ALL SHOWN OF FRAME WALL (2) 8d NAILS @SLUT .n > AT EVERY"TRUSS Al o EXTERIOR SHEATHING CROSSING �� �`' 0 0 12d OR EQUIVALENT �� PLxr �� o PNEMATIC GUN NAIL NOT BY ' Qa 1- LL TYPICAL ALL SHOWN SIMPSON U.N.O. LOL. Ad 2x STUD W ® O PROVIDE SIMPSON SPH424" O.C. MAX. \ os � LO r- Lu 0 TOP & BOTTOM OF EACH '� > (o (U STUD @ CORNER (2)124 NAILS S�;NF��p '�' y.�• - -.h o a J AT 6" O.C. 1/2"X 10" J BOLT W/ 2"X2"X1/2" 2x P.T. Burr. PLATE FSR FP5�6 ,V1LD/A/ < ° 'J m (� Q WASHER (IF BOLT IS MISSED A < 1/2" "THREAD ROD MAY BE USED, o KA PROJECT NUMBER DRILLED & EPDXIED W/ 7" %�t`jF0F)D 2:' MIN. EMBEDMENT OR 1/2" 0 14-2911 WEDGE ANCHOR W/ MIN. 7" EMBEDMENT °' Q Y 6 (3) Sheet: Of: INTERIOR OF BLD. "� >1 m � Oin S-2 Cq ct� WC06 EXTERIOR FRAME CORNER 3/4"=1'-0" WF18 TYPICAL INTERIOR NON-BEARING WALL 3/4"=1'-0" a TYPICAL FRAMING U DETAILS WINDOW & DOOR JACK TABLE _ „Q„`'` PROVIDE JACKS @ EACH END AS FOLLOWS N () _ -- O (2) WHEN OPN'GS ARE GREATER THEN 4'-0" (3) WHEN OPN'GS ARE GREATER THEN 6' 0" E N (4) WHEN UPN'GS ARE GREATER THEN 8'-0" I— BUT LESS THAN 10'-0" °u � 0M� NOTE: FOR EXTERIOR OR SHEAR WALL SEE SHEET S1 FOR WALL & ROOF SHEATHING Plan Issue Date: INSTALLATION & NAILING SCHEDULES = Tuesday, November 25, 2014 WC03 WALL TO WALL CONN. @ END OF SHEARWALL 11/2"=1'-0" CD11 PORCH POST DETAIL 3/4"=1'-0" [CD25 I BEAM TO WALL CONNECTION N.T.S. WF66 TYPICAL BEARING WALL N.T.S. Revisions: 0 1 change to frame plan rev. 11/25/14 2 3 o. 4 r 5 F- BUILDER NOTICE: 2x4 #2 SPF W/ (2) Its is the intent of the designer that.these plans 12D NAILS EACH are accurate and are clear enough for the licensed END AT 24" O.C. professional to construct this project. In the event that is Stop, and calllgthe drclear or esigner listedlon eeds lthis title page. `C If is the responsibility of the licensed professional that is constructing this project to fully review these SIMPSON DTC W/ documents before construction begins and any and cn all corrections if needed to be made, before any (4) 8d NAILS TO a work is done TOP PLATE, (2) 8d 1/4" MIN. NAILS @ SLOT AT SPACE r_ Job Information: TRUSS CROSSING TRUSS PARALLEL g EXT.OF BLD. SIMPSON DTC w/ T9 NON-BEARING WALL < 1/2"x10" ANCHOR BOLT (4) 8d NAILS TU 1/4" MIN. P 2x STUDS WITHIN 6" OF INSIDE CORNER TOP PLATE, SPACE TYPICAL ALL SHOWN OF FRAME WALL (2) 8d NAILS @SLUT .n > AT EVERY"TRUSS Al o EXTERIOR SHEATHING CROSSING �� �`' 0 0 12d OR EQUIVALENT �� PLxr �� o PNEMATIC GUN NAIL NOT BY ' Qa 1- LL TYPICAL ALL SHOWN SIMPSON U.N.O. LOL. Ad 2x STUD W ® O PROVIDE SIMPSON SPH424" O.C. MAX. \ os � LO r- Lu 0 TOP & BOTTOM OF EACH '� > (o (U STUD @ CORNER (2)124 NAILS S�;NF��p '�' y.�• - -.h o a J AT 6" O.C. 1/2"X 10" J BOLT W/ 2"X2"X1/2" 2x P.T. Burr. PLATE FSR FP5�6 ,V1LD/A/ < ° 'J m (� Q WASHER (IF BOLT IS MISSED A < 1/2" "THREAD ROD MAY BE USED, o KA PROJECT NUMBER DRILLED & EPDXIED W/ 7" %�t`jF0F)D 2:' MIN. EMBEDMENT OR 1/2" 0 14-2911 WEDGE ANCHOR W/ MIN. 7" EMBEDMENT °' Q Y 6 (3) Sheet: Of: INTERIOR OF BLD. "� >1 m � Oin S-2 Cq ct� WC06 EXTERIOR FRAME CORNER 3/4"=1'-0" WF18 TYPICAL INTERIOR NON-BEARING WALL 3/4"=1'-0" a TYPICAL FRAMING U DETAILS 12 SEE ENERGY FORM CALCULATIONS 12 PRE TRUSSES 5FFPIAN FOR INSULATIUi l REQUIREMENTS PROVIDE BAFFLES AT EAVE -ENG. SEE ELEV VARIES SHINGLE OR MTL. ROOF MATERIAL FOR CONNECTION -- y �. OVER APPOVED UNDERLAYMENT a ' OVER APA RATED STRUCTURAL -- - SEE ROOF VERIFY BRICK .N � SHEATHING (SEE .STRUCTURAL TYVEK FRAMING PLAN DIMENSION W/ RLDR, 0 PRE -ENG. WOOD 1 NOTES FASTENED TO TRUSSES `" TAR PAPER WRAPPED 6" c� F, \ o TRUSSES @ 24" O.C. �PER ROOF NAILING SCHEDULE) ' UP EXTERIOR FRAME WALL AND SEALED BY TYVEK I / I 3 v (D ' , • 1 t } ? } j rot r • �` ? � TRUSS ANCHOR (SEE PLAN) INSTALLER //�� BEAM HEADER tU ,� c*) U O CJ TO BE INSTALLED ON OUTSIDE W tt \! ;, t, ,r FACE �.._.n.. f� r 1•...... .... ..w/•...✓ ._.l .". _ _ _ ISH / SEE FRAMING PLAN 1/2" x 3" LAG SCREWS 4" BRICK [STONE] VENEER INTO WOOD HEADER TYPICAL o m v' n ry Z} � o N F' E - � a c8 _ STOP VULDECO KEM � SEE BEAM SCHEDULE O.C. FOR '-0" G � `'� ��U_ '� q) -2 c ° -,*-METAL DRIP EDGE CAULKED TO CONNECTION EA GREATER THAN 4' 0" BRICK VENEER TIES a co t o ; a) CEILING BOARD ATTACH 2x STUDS 7o TOP PLATE TERMITE SHIELD FOR NOT OVER 16" U,C. (VERT) & NOT OVER ro - U O x v y a cca o). p�p W/ (4) 16d TONAILS (2) ON EA. SIDE 2X SUBFASCIA TYP. TOE NAIILS MAY BE SUBSTITUTED TERMITE SHIELD ``-- � II \\1I 16" O.C. (HORZ.) \� N � Y — ( cY o ¢ � W/ (1) SIMPSON H2.5A CONNECTORCONT. VENTED ALUM SOFFIT Q w 5" o 'q"• � o ° @ EA. STUD TO TOP PLATE W/ SEE PLAN FOR COLUMN (2) - 2X HEADERS SEE a 8d 2 1/2" x 0.131 NAILS m - PLAN FOR SIZE N . Affiliations: SEE PLAN FOR HEADER SIZE 1/2" DRYWALL ' •;', ' SIMPSON ABU44 5/8" ATR � -�- EXl"END MIN 3" x 5" x 1/4" L.L.V. CONT. 6" BEYOND SHELF ANGLE N/ 1/2" x 3" , OPNG. TYP. o. ,� �/ n u ` WIS ; �;; DRILLED &EPDXIED W/ MIN. CONT, - LAG SCREWS INTO WOOD P OPTION: 7" EMBEDMENT BOTH ENDS HEADER @ 16" O.C. FOR = Consultants: O.H. MAXIMUM OF (3) - 2X PLATES MAY BE •- ' �' •- ' •' °• SEE FOUNDATION PLAN OPENINGS GREATER N ADDED BELOW THE HEADER W/ EACH SEE ELEV. ;•;'; •; ; ;•;',I FOR FTG. REQ. THAN 4'-U" PLY ATTACHED W/ (2) ROWS OF 16d , ° 3" x 5" ANGLE DETAIL NAILS AT 8" O.C. , r •: FRONT VIEW p o m ,, N 0) , STIFLE ANGLE TO BE GALVANIZED OR COATED TO PREVENT RUSTING =_ , LuT,r, r/ r s !, ~•ems' o Pd/d d ALUM FRAMED WINDOW w/ SCREEN G.C. TU COORD. " _ ° ,?# 0 }8/1J r�. LLO G FLOOR PLAN ( .C. TO VERIFY W/ F 0 OF OPENINGS IN WS07 EXT. FRAME WALL TERMITE DETAIL 3/4"=1'-0 POST & BEAM DETAIL1/2"=1-0" 0 [BRICKRD07 SHELF DETAIL NTS EXTERIOR WOOD WALLS. IF NO ARE INDICATED FULL _�I)24 ELOCATION (DOPENINGS OPENING TRIM STUDS ARE REQUIRED). t0 c NN= 4 � NOTE: 40" MAX. SILL HGT. ON o {_'� ' N'�' O o _ � w rr' �" L°$ N'w � _� c ALL BEDROOM WINDOWS. PROVIDE 2x4 ON TO -c til _ 1 ' ¢ � �• •''tn OF 2x8 TO BLOCK OUT 2 ROWS 10d @ (2) 2X CUNT. OR o` a . ! f ,' � o N "'N -' c,f �•� TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 BLOCKING coo o t , • �2''D 1' 42 m 1 _ 185 VINYL SIDING AND TRIM OVER (2) 10d NAILS O.C. TOP PLATE BETWEEN TRUSSES ", �, _ ,� �^ 13J o ;-�. %/�a o APPROVED VAPOR BARRIER OVER OSB SHEATHING (SOLID BLOCK w/ 2x6) FLOOR PLYWOOD TO PROVIDE SOLID BLOCKING Y o a //llfl!lI111►h��� 7/16" WALL 8 M7N, BLOCKING (2) 12d TO BOTTOM OF PLYWOOD 2x4 STUD NAILS @ 6" O.C. DECKING 2X STUDS (SEE FLOOR PLAN FOR PER PLAN MORE INFORMATION). SEE TB13/S2 1/2" DRYWALL FOR NAILING INFORMATION FOR WALL SHEATHING. 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TRUSS JOIST _ _ _ -------- / /RAFTER (2) 8d NAILS SEE ROOF FRAMING PLAN 2 CL 1' O.C. TO SEE -ENERGY FORM FOR TO TUP PLATE 4V 4 16d TONAILS 2 ON EA. TOP PLATE / O O FOR CONNECTORS BLOCKING BELOW WALL INSULATION P.T. 2X #'2 SYP. BASE PLATE SIDE TYP. TOE NAIILS MAY BE, SUBSTITUTED W/ 2x8 STUD REQUIREMENTS w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN 2 - 2"x4" TOP PLATE (MIN. R 13) r HU) ry/7." WASHER AT 32" O.C. TUP PLATE W/ 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 �- CONST. GRADE SPF to ;_ 'J MIN. 6" FROM END - SEE W507 ON Wr3rUL� BgSE--- (, * NOT REQ"D. WHEN QT SYSTEM !S APPLIED 2x4 w/ 2 ROWS OF STUDS) SPLICE MIN. OF 48" APART �" �' THIS SHEET FOR TERMITE SHIELD SEE FOUNDATION PIAN 10d NAILS @ 3" O.C. TOP PLATE TRANSITION SEE _ ' u FOR SLAB INFORMATION_ OF SLAB PLAN FOR BRG. WALL �o - _TOP " =� r ' ' ` ' u if ,-- <• PIPE OR DUCT w/ OUBLE 10dtu SIMPSON STRUCTURAL SHEATHING 1'f.^ N C0 PENETRATION THRU TOP SPLICE SP2 OR (MIN. 7/16"). NAIL 3" U.C. TOP k GRADE TOP PLATE w/ MORE SPH4 &BOTTOM, 4" SIDES & 6" O.C. n A ' THAN 50% OF TOP INTERIOR. SHEATHING MAY c r I . , � - .� + r.. ;-�-•' , - 2 ROWS 10d RUN HORIZ. OR VERTICALLY � sir;- w c1 F :11(,.. L; .-: �,:::.>• :.,4 ; , ,; ;•=.,y CY 2 0 TREATED I r t i PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z 1/2" x 10" A307 A.B. OR 5/8" r o N BU ilder -_' ---- . _-, 1�.,, iril.._f ," °' ..'`:''^ . . � w � r m U (r t(.. �' CLEAN FILL _',yY !_. TYP. 48„ tiljN SIMPSON WEDGE BOLT W/ 7" MIN. SPI /2" WASHER o o EMBEDMENT W N a> + OP &)BOTTNAILS BOTTOM SPLICE SPH4 @ 32" U.C. MIN. 6" FROM END SEE FOUNDATION PLAN 16" NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD w/ #3 PT SYP BASE PLATE r, r, r. r. 'r. •t, •., •., •r ! FOR FTG REQUIREMENTS SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/CL �.v ; .:_ �, ..: , t.\ r. r (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINACIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 2 . (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO �•. �,' r? v r, 77777-••-�^r--F-1 ROW of STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS �,. TOP PLATE W 8d 2 1/2" x 0.131 NAILS - r, r, r, r. r r. r 'r, zr. 'r, 'r, (U = 0.148", L= 3") UFt EQUAL (UNE INTO EACH OUTSIDE FACE) (UNE INTO EACH OUTSIDE FACE) 0) * NOT REQ'D. WHEN QT SYSTEM IS APPLIED ;'. • //'�� o (p = 0.1627', L= 3.1/2") off EQUAL (D = 0.162", L= 31/2^) oR EQunLLo fu NOTE: SEE FOUNDATION PLANNQI`F FOR FTG. REQ. " !)ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 5 1/2" WG OPPOSITE � m J N PLATE LENGTHS MUST BEAT SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE' AS SHOWN FOR rPLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR L M LEAST 8'-0" LONG. TYPICAL @ 4" STEP-DOWN THE'fHICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. S; Y O U WF17 3/4"=1'"0" SW01 3/4"=1'-0" WS02 TYPICAL WALL SECTION EXTERIOR FRAME TOP PLATE SPLICE DETAIL INTERIOR BEARING SHEARWALL w/UPLIFT N.T.S. WF37 TYPICAL COLUMNS DETAILS N.T.S. C:(D 0 a U (A O (J U) J E O o � � C: 0 cnc Plan Issue Date: Tuesday, November 25, 2014 Revisions: N 0 1 change to frame plan rev. 11/25/14 > a1 2 3 N 4 C B O. 2 ROWS 8d @ 6" O.C. (2) SYP#2 TOP PLATE 8d NAILS @ 6" U.C. R BUILD � _® TO BLOCKING FLOOR SHEATHING 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 ort this title page. (2) 12d NAILS LSTA12 EACH SIDE mo If is the responsibility of the licensed professional ,TO BLOCKING SIMPSON @ EACH END OF WALL N that is Constructing this project to fully review these documents before construction begins and any and SP2 m all corrections if needed to be made, before any TRUSSES 10 work is done •c .._ Job Information: 2X4 BLOCKING STRUCTURAL SHEATHING C CL AT EA. ROOF (MIN. 7/16"). NAIL w/10d @ PANEL JOINT AT 3" O.C. EDGES STAGGERED 48" U.C. MAX & 6" O.C. INTERIOR - EXTEND TO ROOF SHEATHING = N 1/2"x 10" A.BOLT 6" FROM ENDS 2x4 SPF STUDS n 0 THEN 32" O.C. - OR 5/8" w/7" O @ 16" U.C. EMBED WEDGE BOLT 6" FROM ENDS eo c 00 O }' THEN 32" O.C. W/#3 PT SYP SIMPSON SPI 00 3:' N ILL BASE PLATE OR SPH4 (6 1 O W LO Imo" LLI O 4--• J O rlta U (D J D Q �I ID W Q F AN 01- D KA PROJECT NUMBER SEE END. PLAN FOR FOOTING SPECS. 0" <\ m Q) .. 0 14-2911 STEP-DOWN, WALL TO TRUSS o� r '� � •� '� � 7 a� C: O Sheet: Of: SWOP INTERIOR SHEARWALL @ TRUSSES 1/2"=1'-O" 0 S-3 o�— TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACINGTE LESsTHAN OR EQUAL TO 450- RAFTER SIZE =� 0'-8' SPAN - 2"X6" W/4 -12d EACH END MINIMUM 2"x4" " " �---�-_ 8'-12' SPAN - 2"X8" W/4 -12c1 EACH END CROSS BRACING(SEE PLAN " ; �1 12'-15' SPAN - 2"X1O" W/ SIMPSON A 34 @ EA. END LOCATION) BLOCKING N) FOR �� �� �. - ^^ 15'-18' SPAN - 2"X12" W/SIMPSON A 34 @ EA. END �� :, ^ ~ TRUSS CHORD TOENAIL EACH RAFTER W/2 -12d 0 (GABLE END) Q SIMPSON H5 W/8 -8d EACH VALLEY STRINGER .° ALL RAFTERS 10' OR GREATER SPAN r.� NAIL @ENGINEERED TRUSSES ONLY O 3 12d - - SIMPSON LSTA24 - W/ 18-10d RAFTER SIMPSON H8 W/ 2x6 SYP PER JOINT TO TRUSS OR BLK'G. BELOW. Y . 1 4 10-10d x 11/2' (ATL) SIMPSON MTS16 W/ (4) 10dx1 1/2" 2" X RIDGE BOARD CONTINUOUS LATERAL BRACING _ (`L" NUM. LARGER'rhfAN RAFTERS) NAILS a NAIL OVER X -BRACE AS SHOWN- 2x8 SYP N INSTALL BLKG. AT TRUSS WEBS CHORD BRACE (EXC. 12" RIDGE BD. W/ 12" RAFTERS) TOENAIL EACH RAFTER W/2 -12d X -BRACING - 2x4 SPF OR SYP R= CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING W/ 12d NAILS AT EACH VALLEY STRINGER w/ (2) 12d @EACH TRUSS WEB � 0 C NAIL @ENGINEERED TRUSSES ONLY � (2) LSTA18 NAIL PLYWOOD AT VALLEY CONTINUOUS w/5 -10d x 1 1/2" TO W/ 8d AT 3" O.C. TO VALLEY U1 2x6/2x4 SYP ZZ STRONGBACK & 8-10d Q Q 4 STRINGERS fl STRONG BACK x 11/2" TO "T" BRACE TBO� TYPICAL CROSS BRACING DETAIL 1/2"=1'-0" EB02 TYPICAL CROSS BRACING DETAIL 1/2"=1'0" W/12.C. EACH @ $" O.C. 2" X 4" BLOCKING Z @ 24" O.C. 0 SIMPSON A 34 @END WHEN RAFTER SPAN IS OVER 12' UNDER u PROVIDE 2X4 MIN. BLOCKING A CENTER LINE OF HIP/RIDGE, TYP. �,j � 12' (3) 12d TUE NAILS ARE NEEDED E BETWEEN TRUSSES W/ (2) 12D w/2-1 NAILS EACH ENDTO TRUSS TOP 2' VALLEY STRINGERS 2d AT EACH TRUSS GRUBBING 2x4 CHORD "T" BRACE (2x4 SPF) ENG. TRUSSES SEE GABLE BRACING DETAIL a -rYP. 0 \� A TRUSS ALTF.RNAJT:: TQ. PLOCKPI PRE-ENGINEERED _ `JERLAP -TRUSS BRACINGCu WOOD TRUSSES AT LEAST ONE TRUSS _�" OVERLAP GE04 "T" BRACE CONNECTION C@ GABLE END W/ VOLUME CEILING 3/4"11-0 TB17 CONV. FRAMING & VALLEY FRAMING N.T.S.CL -STRUCTURAL :PACE (;,T,;__ _ -� �} SHEATHING ADD 2X4 ALONGSIDE /-RIPPED 2X4 SYP #2 v TOP CHORD WHEN REQ'D JACK tNAIL TO TOP CHORD TO PREVENT SHEATHING HIPPED TRUSS W/SPAN FROM EXCEEDING TRUSSE - blipd NAILS @ 6" O.C. — r 2 0 MAX 24" SPAN (EITHER G.T 0 SIDE OR BOTH IF REQ'D) 0 c (2) 12D NAILS MINIMUM (2) 12d8d NAILS ROOF ASEE STRUCTURAL ND NAILING SCHEDULE DROP GABLE END TRUSS & LOOKOUT RAFTERS ULE SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SYP TRUSS BRACING I FOR O.H. GREATER THAN 12 FOR 12" AND UNDER - o SEE *SPACED AT 10' 0" MAX FOR SHEATHING DETAILS SPACE OUTLOOKER BLOCKS AT 24" O.C. AT 4" O.C. �. PLAN BACKNAIL W/ (2) 2x4 OUTLOOKER SEE STRUCTURAL \ 16d NAILS @ 24" 0/C , NOTES AND NAILING TOP CORD 2X4 SPF BLOCKING @ ,° o SCHEDULE FOR BLOCKING FOR PANEL EDGES W/ (2) 16d ` OUTLOOKER BLK. 2X4 BLOCKING r ° BETWEEN TRUSSES HIP TRUSS SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS NAILS EA. END TO TRUSS SIMPSON MTS12 @ r 2X6 BRACE NAILED i T' NAIL SHEATHING @ 4" U.C. EQUAL @ EA. 24" OF TRUSSES @ STAGGERED w 8d TO SIDE OF GABLE �° LOOKOUT RAFTERS w T. A- MAX. / TRUSS WEBS IF APPLICABLE ° 2"x4" CROSS BRACE OUTLOOKER EDGES OF i° w APPROX. 8" FROM - SHEATHING TYP. W/ 10d !NAILS TB03 HIP / RIDGE BLOCKING DETAIL 1/2"=1'-0" FTBO4 TRUSS BRACING OVERLAP DETAIL (TYP) 1/2"=1'0" RIDGE FASTENED AT "L"BRACE TO EXTEND @4"O.C.WHEN —BTRUCT. SHEATHING x 2x4 SPF CROSS -BRACE ` GREATER T AN 3'-0" 7/16" MW. THK. - ° EACH JOINT d E AT LEAST 90% OF WEB @ 48" U.C. - NAIL w/3- ; ;° NAIL w/8d CUM. @ 10d & (2) 10d TOE .' � LENGTH (SEE TABLE) 12d AT EACH END & AT . ' ' 3" O.C. EDGES & 6" o NAILS @ EA. END GABLE TRUSS CROSSING AT 45°x ANGLE '}` '� O.C. FIELD Q 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0 C FOR THE OSB SHEATHING ATTACHED ; TRUSSES i 10d @ 4" O.C. o / (2) 16d NAILS - W/ 1Ud NAILS @ 6" O.C. CONTINUOUS 2X4 SPF FIRST (4) ROWS OF SPANNING (4) TRUSS GABLE TRUSS TRUSS__NOTES;. E G SAND 12" O.C. FIELD cn _ TRUSSES FROM EA. BAYS (8 FT) NAILED TO 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2002 ' '' \ ` '° (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND END TYP. TOP & JACK TRUSS 2X4 BLOCKING @ 4" O.C. r �° NAIL TOP OF "T" Si BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT BOTTOM ATTACHED SEE PLAN FOR w/12d & 2-12d TO CHORD , ``----- <{ ; '� TO GABLE TRUSS IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED W/ (2) 16-d TOENAILS CONNECTION TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY __ ``. w/2 -12d & (1) v CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT SIMPSON MTS12 w/ EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2X4 SPF BLOCKING \ 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 2X4 "T" ON TOP OF PANEL 1 141Ud X 1 1/2° BETWEEN TRUSSES ' o @ 48" U.C. MAX. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 12d NAILS AT EACH TRUSS INTERSECTION. BLOCKING, FASTEN WITH 2x4 BLOCKING 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT NAIL ATEw/1 DEADWOOD TO NAIL TRUSS BOTTOM w ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 10dX3" @ 4" 0/C TO (2) 12d TOP PLATE w/16d @ CHORD TO 2X4 DEAD - ATTACHED 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS SFANDARD HEEL HEIGHT. TOENAILS SIMPSON 8" O.C.A24 w/ 4110.c. WOOD w/16d @ 4"O.C. E 18-10d @48" U.C. SIMPSON LSTA30 w/ ° SEE TYP. 'TRUSS BLOCKING D r ^ BAYS VINYL SIDING AND TRIM OVER _ _ 14-10d @48" O.C. SHEATHING _ _ _ APPROVED VAPOR BARRIER OVER 4'-0" 7/16" OSB WALL SHEATHING FRAME WALL OR BEAM T BELOW SEE PLAN 3 TO 4 TRUSS 2x4 AS SHOWN iii ALTERNATE N TRUSS SPICES - DIRECTION GE21 SECTION @DUTCH GABLE 3/4"=1'0" GE➢ GABLE END BRACING -FRAME WALL 1/2"= 1'-0" TRUSS _ _ _ _ tw ' VERTICAL SCAB 2X6 #2 SPF 48" O.C.-- L`�xr„�. q(2) W/ (4) 12d TOP & BOTTOM OR H-3 SETRUSS NAILS uOR HCLR/LL IN PLACE OF (4) 10D -,_,&BBION- TRUSS a REQIURED @ RAFTERS GREATER THAN 8'-0" m SEE STRUCTURAL NOTES AND NAILING SEE PIAN UUBLETOp DOUBLE SCHEDULE FOR SHEATHING DETAILS PRE•ENG.TRUSS PLATE SECTION B -B Top PLATE _ VARIES W/ ROOF CL a 2x STUD WALL SLOPE SEE PLAN \ / \ / a a� \ \ 2X4 SPF BLOCKING CONY. FRAMED RIDGE \ \ BETWEEN TRUSSES / / MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ \ @ 48" O.C. MAX. / / 4 (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) IUD NEXT TO PRE -ENG. TRUSS 2x8 BLKING. NAILED EACH TOP & BOTTOM OR H5FOR \ STRUCTURAL SHEATHING ¢ SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ 2x4 SPF BRACE / _ REQUIRED w/ (2) MTS12'S REQIURED @ RAFTERS GREATER \ @ 48" O.C. - NAIL w/(4) / B THAN 8'-0" \ \ 12d AT EACH END & 7/16" MIN. NAILED W/ 8d 0 \ \ ALTERNATE DIRECTION COMMONS @ 3" O.C. @ m COLLAR TIE \ \ \ EDGE & 6" O.C. FIELD RUN c° EVERY 3rd \ FULL SHEET FROM SHEATHING---..- � RAFTER BOTTOM OF FALSE BEAM rte° CB BEVEL CUTS / / x 2X4 BLOCKING BETWEEN �\ TRUSSES W/ (2) 12d NAILS ` (OPTIONAL) TRUSSES \ o Q1� EACH END, CONT. EACH BAY SEE PLAN a BB TB 2X4 SPF W/ (2) #7X31/2" ALTERNATING DB WOOD SCREW EACH TRUSS \ / / SEE GE05 FOR \ OR H5 @ 48" D.C.STANDARD @ BLOCKING \ / / E PRE -ENG. TRUSS / / GABLE END CONT. ROOF SHEATHING AT TRUSS TOP \ \ FRAMING \ \ o SIMPSON A34 OR STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ z m SEE PLAN FOR CONNECTION (USP MPC) N B 2'-0" ON CENTER � \ /\ / 2X4 SPF BLOCKING + + z o 2X4 P.T. BLOCKING BETWEEN DIAGONAL BETWEEN TRUSSES + + TRUSSES W/ (2)-12d NAILS C� WOOD 2x8 #2 SYP RIDGE BEAM ( \/ 0 e7 EACH END AT 8' 0" 'TRUSS @ 24" O.C. MAX.W/ u7 MA>( 2x6 RAFTERS 2•o°o.c• \ / \ (2)16d FA. END (TYP.) O rn MAX. w/ (3) 10d COMMON/ 1' ' \ 3 c TOENAILS TO RIDGE BEAM SEE PLAN 2X TOP PLATE TO 2X4 RAFTERS FOR. SPANS LESS THAN GABLE END W/ 16d a 4 FT @ 2'-0" O.C. MAX W / (3) 12d - -) s� `r.�•:>a..y'. ui STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM NAILS @ 6" U.C. 7���ILCNq s� BEARING SUPPORT 1/2" SPACE 2X4 CONT. ATJ + + t + u T & B CHORD + + + + N TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING SEE PLAN FOR MORE @ RAISED HEEL DETAIL DETAIL INTERIOR BEARING INFORMATION SHEATHING 2X4 STUDS @ 2E TO W/ SINGLE BASE & TO �,-<•,/,, Q PLATE W/ PLYWOOD �_:. AU:: m 2x4 S.Y.P. SHEATHING7ID @ 16" O.C. COVERING 5 r 1 Y --h Q CI 0 N �' 3 4" = 1' o" I TB15 EXTERIOR NON-BEARING WALL DETAIL 3/4" =1' o"° 60 BLOCKING AN CONVENTIONAL FRAME DETA- / I �G � F_LSSE BEAM C@P GABLE END 1/2 0. Q (Dv F0, V) Cn Q)C Loll v c � iv (D, v v Lo .UUW U r vJ o�w 0 F, E m U V iu v � U 0 a v Q h. u� o�r 6 ® Affiliations: ®, G XPG /r ® Consultants: 04 D m d pN�c W Vl tV N . • Nu t cati SO 0>Z)2 ,Z0OJ -N . ( F c�.mu55 � �� [C6U;Y> x; Z � fi2v�2qx ��°, ai '� n t5 � ✓ C3, � '-' �- `. 10 � �.. to . F. CA iq Builder: 40 0) L(7 OMEN N N � L m U) I O O 0) 0 Plan Issue Date: Tuesday, November 25, 2014 Revisions: 1 change to frame plan rev. 11/25/14 2 3 4 5 ILDER OTS 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: U) M ' CL .. LL -0 0 O 0 E L.(7 1` LU z q� I'_ im ❑ r -I (J) O ° m u) KA PROJECT NUMBER 0 14-2911 0 w C Sheet: Of: N 7 It ROOF FRAMING AND BRACING DETAILS MECHANICALLY FASTEN AS /� FOLD UP WEATHER \ SELF -ADHERED ESISTIVE FLASHING PATCH NECESSARY IN CORNERS THROUGH f RESISTIVE BARRIER & WEATHER R SELF-ADHERED FLASHING / TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING SELF -ADHERED FLASHING �WEATHER \- RESISTIVE BARRIER � WOOD FRAME GUNS TR. TAPE d EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP / THRESHOLD OF DOOR AND RETURN SILL PLATE WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (ASSEMBLED WINDOW) OR EQUAL WEATHER PROOF CAULKING o 0 WEATHER SELF -ADHERED FLASHING o WALL SHEATHING RESISTIVE BARRIER SEAL TOPS OF JOISTS - WEATHER RESISTIVE UNDER DECKING SUBFLOOR BARRIER SF -ADHERED FLASHING (SEE DETAIL WP07) VINYL SIDING HEAD FLASHING TIE-IN INSTRUCTIONS: RIM JOIST NOTES: 1. Cut, fold up & temporarily secure weather 1. INSTALL WEATHER RESISTIVE BARRIER TO FORM WATER -SHEDDING LAPS. resistive barrier above header to allow for flashing installation 2. FOR SILL PAN DEPTHS GREATER THAN 6 INCHES, A SLOPED SILL IS REQUIRED IN ACCORDANCE WITH 2. Self -adhered flashing plus head flashing under weather ASTM E 2112 resistive barrier 3. A BACK DAM CAN BE ACCOMPLISHED USING A WOODEN FURRING STRIP OR BY FOLDING THE 3. Fold weather resistive barrier back over head flashing and ADHESIVE LAYER ONTO ITSELF. 4. EXTEND SELF -ADHERED FLASHING OVER NAILING FLANGE OF THE LAST COMPLETE COURSE OF SIDING seal with tape 2 2 PANEL AND TRIM TO PROTECT FROM PERMANENT EXPOSURE TO UV. Scale: NTS TIE-IN WITH VINYL SIDING SELF -ADHERED FLASHING WPM � SELF -ADHERED FLASHING WP02 WP03 FLANGED WINDOW W/V EXTERIOR DOOR WITH DECK - SECTION A AT WINDOW SILL FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT SHEATHING 3/4"-1" BEAD OF CONSTR• - INSTALL SELF -ADHERED ASPHALT ADHESIVE EXTERIOR SHEATHING -•��� / ~-� ADHESIVE -TO BE APPLIED UNDER FLASHING •IAfJIB &HEAD ADi-IESIVE / ~ THRESHOLD OF DOOR AND RETURN / FLASHING, SEE SELF -ADHERED FLASHING ^ UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL \ (SEE DETAIL Vi, U1) LETTER ON CHEMICAL UR EQUAL VJEATFiER PROOF CAULKING COMPATIBILITY ;� o- „ \ SCORED /! i RELEASE PAPER (BEFORE FOLDING, SCORE SELF ADHERED `o SELF -ADHERED FLASHING, ° °�� RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) FLASHING VERTICALLY FROM BOTTOM OF THRESHOLD z 3 OO MECHANICALLY FASTEN AS SECTION -A NECESSARY IN CORNERS THROUGH (SEE DETAIL WPO'L) SELF -ADHERED FLASHING SELF -ADHERED FLASHING (J 2 SELF -ADHERED FLASHING5 t NAILING FLANGE Q 4 ' 0 2 SEAL TOPS OF JOISTS 6 DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING g (SEE DETAIL WP07) 2 7 FLANGE SELF -ADHERED FLASHING`^'�®� SELF -ADHERED FLASHING V1/P05 SELF -ADHERED FLASHING WPO6 HALF ROUND WINDOW V V EXTERIOR DOOR WITH DECK INSIDE CORNER _ SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING l _. _.. f _ - •- SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \H0.8362x;DECK JOIST SELF -ADHERED FLASHING WINDOW WITH NAILING FLANC (SET IN SEALAI ALONG SILL FL 1k, MECHANICA NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING DOUBLE JOIST WP07 EXTERIOR WALL i WOOD BUCK SILL PLATE (SEE VCRDET-106 FOR OPTIONS) SELF -ADHERED FLASHING CORNER PATCH RECOMMENDED (SEE VCRDET-507 OR VCRDET-504 FOR OPTIONS) NOTES:. 1. INSTALL WINDOW PER MANUFACTURER'S RECOMMENDATION AND USE APPROPRIATE SEALANT FOR WINDOW AND WOOD BUCK 2. tNEATHER RESISTIVE BARRIER TO FORM WATER -SHEDDING LAPS. SELF-ADHERi r�rnui SELF -ADHERED FLASHING OUTSIDE CORNER _F-ADHE 6HING SIDING )HERED FLASHING 1 2 ^ 4 5) NOTES: 1. EXTEND SELF -ADHERED FLASHING BEYOND JOINT BETWEEN SIDING AND CORNER POST/BOARDS. 2. INSTALL SELF -ADHERED FLASHING ON OUTSIDE CORNER FOR THE HEIGHT OF THE WALL. RECESSED WINDOW I V V P 10 1 WALL-TO-WALL OUTSIDE CORNER :R )S WP11 NOT USED F-ADHEF ',HING SIDING Y -T91• OUMIAL)o NOTES: 1. EXTEND SELF -ADHERED FLASHING BEYOND JOINT BETWEEN SIDING AND CORNER POST/BOARDS. 2. INSTALL SELF -ADHERED FLASHING ON OUTSIDE CORNER FOR THE HEIGHT OF THE WALL. WALL-TO-WALL INSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED SELF -ADHERED FLASHING. PRODUCTS DETAILS Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary FLASH I N �1ZE(Z)U 1 SEM ENTS R612.12 Flashing,Sealants and Weather stripping, Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.8. The exterior trail envelope shall be designed and constructed in such a manner as to prevent the UCcumulation of water within the Wall assembly by providing a water -resistive barrier behind the exterior veneer as required by Section R703.2. All exterior finishes shall be applied in accordance with the manufacturer's specifications or installation instructions. R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less then 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall ve installed t all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door opening shall extend to the surface of the exterior wall finish or the water - resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1. The fenestration manufacturer's written flashing instructions. 1.2. The flashing manufacturer's written installation instructions. 1.3. In accordance with FMA / AAMA 100, FMA / AAMA 200, or FMA / WDMA 250. 1.4. In accordance with the flashing method of a registered design professional 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim, 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.15 Drained assembly wall over mass assembly wall. Where wood frame or other types of drained wall assemblies are constructed above mass wall assemblies, flashing or other approved drainage system shall be installed as required by R703.8. Ai ) Consultants: I � v c .N N 04--J ' i n - m$�o U 1;7- Q) O CV EOco U V) LLI CN 0) 011 �Mo�p E m ll) !U LT-_ UV U 0) p 12 'seoo ¢ (D0OZ U y _C:awo) C) O CV i 6_ o0 < 0 �0O �� LL o Affiliations: ti �N�w F. Aa v�c,6..uc C(U Sheet: W P �`�R x ,2 Lq P �- ) Consultants: I � v Cal 04--J ' i L0 N - m$�o rn Liz rl- 3: LU 0 •ac°u4 c_ LLI CN 0) ll) z as H m o cn 12 'seoo ¢ (D0OZ r O CV i . 0 �0O rJL LL : 14-2911 ti �N�w F. C(U Sheet: W P �`�R x ,2 Lq �- C Ori_ G-! �-i r' (L fiU r �y jS Q% TE vc E .s�=� 1141 a+ a a, W e o E` 3 .-a ¢ h p LLJC[ 'r a Q) Z O m Q W O Z WGf LU ID mmc¢j Q t0 Z U L [q UJ `- U QQ U L] a��oo 0 Li Li i Plan. Issue Date: Tuesday, November 25, 2014 Revisions: change to frame plan rev. 11/25/12 BUILDERNOTICE: 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 made, before any work Is done Job Information: I � v Cal 04--J ' C �0 L1.- Liz rl- 3: LU 0 z as H m o cn O m 0 0 KA PROJECT NUMBER : 14-2911 C(U Sheet: W P Of: WATER PROOF DETAILS