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2400 Marshall Ave #18-1123 - NSFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT BUILDINGTAPPLICATION I#0008-10000466 DATE: May 11, 2018 BUILDING PERMIT NUMBER: 18-10000466 UNIT ADDRESS: MARSHALL AVE 2400 36-19-30-524-0300-0110 TRAFFIC ZONE:022 JURISDICTION: SEC: `1'WP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: HABITAT FOR HUMANITY OF SEM CO ADDRESS: 251 MAITLAND AVE #312 ALT'AMONTE SPRINGS FL 32701 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2400 MARSHALL AVE / SFR / DREA111WORLD ----------------- FEE TYPE --------------------------- - -- ---- --- BENEFIT DIST -- ----- RATE SCHED ---------------------------------------------- --- --- ---- UNIT RATE --- -- CALC UNITS ------- - UNIT TYPE -- --- -- TOTAL DUE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing .00 1.000 dwl unit FIRE RESCUE N/A .00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 51000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A .00 DRAINAGE N/A .00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE//RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF' THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TIIE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER. AT THE TOL-' LEFT OF THIS STATEMENT. THIS ISSUEDSTATEMENT 60SCALLENDARLONGER DAYS FROMETHEBDA`I'EZABOVE NG PERMIT IS NOT I� n_. 1 TERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BATTING 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 BYTHE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES:_ 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURETREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATEDTREATED PORTIONS OF WOOD ARE REQUIRED 'TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AIND LATH ATTACHMENTS 5HALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR ► ► • ► ► ► •►4 . • ►: ► . R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, 8703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEAHING SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED `NATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 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. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. EXTERIOR WINDOW/DOOR OPENINGS. INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD FTA_ CO IN � AND SI_ LS CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. F11111 141: 1 DATE I DESCRIPTION STRUCTURAL NOTES: CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, 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 25" AROUND CORNERS OR CORNER BARS WI rH A 25" LAP PROVIDED EACH WAY. 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 -1064A/ A1064M. 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/ • r DOTING SSUPPORTED 0 P -CAST CONCRETE STEEL WIRE OR PLASTIC SUPPORTS. TOP A61vM GRADE 40 U.N.O. REINFORCING FOR F HALL BE N RE RETE PADS, REINFORCING SHALL BE POSfIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY-TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY ACT THEY MUST FIRST CONT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. N 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM 090-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( Ym = 1500 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270 -12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" -TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 0 MU SPACING OF 192 DIA 0 1O FT. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE FIELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM PAC NG R 1 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 IN TO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. 11. CONSOLIDATE POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION, AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. GROUT SHALL BE FLUSH WITH TOP OF WALL WOOD CONSTRUCTION I. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. AT A N11NMU , 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U,N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC, SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A OR CA -6 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ER TO FOLLOWING VALUES U.N.O. 8. ALL ENGINEERING LOMB HAVE THE F LLO MIN A PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS -10 ALLOW FOR EXPANSION. PER 8604.3 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25`Yo) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS: 6. DESIGN SPECIFICATIONS FOR LIGHr WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE *TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, -TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. B. THE 'fRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS, TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED 'TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION UFTHESE WALLS.AND STRUCTURAL PLANS FOR MORE INFO. FIELD REPAIR NOTES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY-TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY, ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN 'THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC, FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING ). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 'TWIST STRAP W/ (4) 1/n"x 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO -TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP 15 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAfvl10 W/ (4) 1/4"',(l 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 INA ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE EOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM6 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUDCONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (2(3) 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 EOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TFI FBCR Ch. 34.43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 53013) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* S LL/360 TL/240 COMMMENTS; ROOF RAFTERS LL/180 TL/120 ROOF (PSF) ROOF RAFTERS (W/O CLO) LL/360 TL/240 20 FLOOR TRUSSES/ BEAMS * * LL/360 TL/240 TOP CHORD DL FLOOR I -JOIST*;"* LL/480 TL/240 25 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *+ TL MAX 1/2" GENERAL ROOF LOADING TOP CHORD LL SHINGLE METAL TILE HEAVY EXPOSURE CATEGORY 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 U BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) STACK ROOMS (+) 21.2 150 (PSF) 10 ATTICS W/ LIMITED STORAGE 20 200 (PSF) GUARD RAILS IN FILL COMP. (f) ATTICS W/ HEAVY STORAGE 50 ROOMS OTHER THAN SLEEPING 40 (PSF) Q * ATTICS W/ NO STORAGE 10 30 (PSF) s Q STAIRS (NON -CONCURRENT) 40 (PSF) 50 FOOT NOTES (+) 19.0 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM EOR OR INDICATED ON PLAN TOP CHORD LL 40 (PSF) COMMMENT5: TOP CHORD DL 1.0 (PSF) EXPOSURE CATEGORY BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) V SPECIAL FLOOR LOADING GAME ROOM INTERNAL PRESSURE COEFFICIENT 60 (PSF) COMMMENTS: BALCONIES/ DECKS ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS 40 (PSF) FOR MEAN ROOF HEIGHT:!:- 30 ft BALCONIES OVER 100 SQ:FT WIND PRESSURE 100 (PSF) WIND AREA LIGHT STORAGE AND SUCTION 125 (P5F) (+) VALUE DENQTES PRESSURE LIBRARIES () VALUE DENOTES SUCTION DIAGRAM READING ROOMS 4 60 (PSF) STACK ROOMS (+) 21.2 150 (PSF) 10 GUARD RAIL @ HAND RAILS (d) () 28.3 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) 20 ROOMS OTHER THAN SLEEPING 40 (PSF) Q SLEEPING ROOM 30 (PSF) s Q STAIRS 40 (PSF) 50 FOOT NOTES (+) 19.0 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. O 20.8 f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. GENERAL NOTES: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108.5 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT F/ 0.18 NOTE: MEAN 800 HEIGHT 0 F HEIGF T F R TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:!:- 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENQTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA 4 O (+) 21.2 (+) 21.1 10 () 23.0 () 28.3 (+) 20.3 (+) 20.3 20 () 22.1 () 26.4 Q s Q 50 (+) 19.0 (+) 19.0 O 20.8 O 23.9 Q (+) 17.9 (+) 17.9 100 O 19.7 O 22.1 DIAGRAM GARAGE DOORS* OVERHANG 9'-0" x 7'-0" 16'•0" x 7'-0" 0 39.5 (+) 18.5 17.7 O 20.9 (-) 19.7 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-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 INTHE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES I. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL. FOUNDATION INSPECTION: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTIONS PER FBC 105.6 GUTTER REQUIREMENTS WHEN SEPTIC FIELDS ARE LOCATED IN THE FRONT OF THE HOUSE, GUTTERS ARE REQUIRED TO DIRECT RUNOFF AWAY FROM LEACH FIELDS NOTICE TO PERMITTING KEESEE AND ASSOCIATES, INC. PRACTICE RESIDENTIAL DESIGN AS REGULATED BY THE STATE OF FLORIDA STATUE 481.229. THESE PLANS WERE DESIGNED AND PREPARED BY A CERTIFIED PROFESSIONAL BUILDING DESIGNER (CPBD), CERTIFIED THROUGH THE NATIONAL COUNCIL OF BUILDING DESIGNER CERIFICATION (NCBDC) AND THE DESIGNERS ARE PROFESSIONAL MEMBERS OF THE AMERICAN INSTIUTE OF BUILDING DESIGN (AIBD). THE STRUCTURAL PORTIONS ONLY OF THIS PLAN MUST BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. The Jesup ModifiV40d MOM DROONTO z tsATV� SHT NO:I TITLE 1 COVER SHEET z 2 FLOOR PLAN k4vz o 3 FOUNDATION z 4 ELECTRICAL ro U 5 ELEVATIONS N 6 ROOF FRAMING PLAN N to cD q? UNJ S-1- LINTEL PLAN DETAILS Y _ S-3 DETAILS 0 N WP WATERPROOFING DETAILS Q 0 A Uj �1 < U CL ti Q n o o Affiliations: s[I A l fl �- � EB. D G • E ® Consultants: pcoo �8EL ¢��4�z CO r� o a cwn�? q 0 V, f;o N N LO S y Q? z n W N c� w�;(�m�c�vo3,� -0 w� v.,� .1zli� c,a Q 'O7•IN 00 Fj,y LL C)�. `11�1trflt t��i 0 m v v 0 CL 0 a Q Tj v Builder: N go nabitat T' 3 for Humanity C In Svniinole County Gfe,)ta t Apopka w ro Q E P.O. Box 181010 Casselberry, BUILDER NOTICE: EL 3218 M It is the Intent of Designer/Engineer listed In the titleblock of these (S Phone: documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to 407-696-5855 prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not V Fax: responsiblefor any plan errors, omissions,or misinterpretations $0�,- ��-05®� undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality Web: Assurance Manager at 321.972.0491 immediately. No backcharges Habitats@mltlol4plpopka.0ig will be considered for reimbursement by the Desfgner/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made In accordance to the CL Plan Issue Date: terms of the agreement. FE Thursday, January 25, 2018 Revisions: RECORD COPY Y 1 Yv °D 2 3 cri a 4 r> 5 H 'U REVIEWED FOR CODE COMPLIANCE Job Information: Y _ Q PLANS XAMINERra Q 16 DATE E n SANFORD„-R1-111.-DIN11C1.. DIVISION Im A PERMI'T ISS( -)ED SF!ALT. Pb ,ONSTR(JFO TO BEA ` CV U7 LICENSE TO PRC)GP r; WITH THE WORK AND NOT AS o • �-{ AUTHOR'rY r0 vIOLArF_. CANCFL. ALTER OR SET UJ ASIDE ANY OF THF PF40VISIONS OF THE TECHNICAL4 =3C v (n 2 CODES, NOP SHALL Ic;SUANCE OF A PERMIT PREVENT rn (n (n 0 THE �;tIILr71Nv;)FFICIAI. FROM rHERrAFTER042 6 (D 0 LJLI C) REOUIRti\l(; A CORHECTION OF ERRORS IN PLANS, E CONSrRu(; FION OR VIOLATIONS OF THIS CODE U z �J 10 0 Cy J Z:) 0 (COMPACTION TEST n a E■' _a M 0 �[ i- KA PROJECT NUMBER REOIJ I RE D Results to be ker? ied @ �' L: 18-0575 at Slab Inspection " 2 Z s W > Sheet: Of: N O � S ICT t p j COVER. SHEET •1 Q 1 'i 2 3 �` v BEARING WOOD WALL SCHEDULE MARK STUD CONNECTION &rASTENERs LUMBER UPLIFT MARK SPACING SPECIES CAP.(PIf) TOP BOTFOM SIMPSON HTS20 TO WOOD POST GARAGE ROWS OF 12d NAILS 9 12" OR (2) SIMPSON HETA16 TO CMU DBL 2668 BF NO BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT SINIPSON L5TA24 OR (2) BMl BEAM SP2 W/ (6)-10d SPI W/ (6}10d ROWS OF 12d NAILS,Q12" BW2 18» STUD, (6) led PLATE STUD, (4) 1Qd PLATE SPF 402 BW3 16" (2) SP2 W/ (6) 10d (2) SPI W/ (6) 10d SPF 803 SIMPSON HTS20 TO MOOD POST ROWS STUD 6 led PLATE STUD 4 10d PLATE D.C. TYP EACH SIDE COL. U.N.U. ON ROOF PLAN. , , (2) -13/4" x 111/4" LVL CONNECTION: PROVIDE (2) Z LU n. NO BW4 1.6" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BWSSP2 Q W/ (6)-10d SP1 W/ (6)-10d habitable rooms above by riot less than 5/8 Inch EACH SIDE. (15.9mrn) type X gypsum board or equivalent. Where 16" STUD, 6)10d PLATE STUD. (4) 10d PLATE SYP 439 UIMP50N L5TA24 OR (2) cv (2) SP2 W/ (6) lOd SPI W/ (6)-10d 8. R312,2.1 Window Sills In dwelling units, where the SCREWS Q 16" U.C. TYP. BW6 16" STUD, 6 10d PLATE STUD, (4) 10d PLATE SYP 878 of the window shall be a minimum of 24 inches 2.0E Fb=2600 PSI, NAIL BEAM CONNECTION: PROVIDE (2) M6 No BW / 12" (2) 18d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW$ SP2 W/ (6}10d SPI W/ (6)-1Ud GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 12" STUD, (6) 10d PLATE STUD, (4) 1Od PLATE SNF 535 HEADER SIZE REMARKS (2) SP2 W/ (6) -10d SPI W/ (0)-10d SEE GENERAL HEADER NOTE 95 BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE :,PF 1070 BW10 12" (2) 16d TOENAILS (2)16d TOENAILS SYP 0 BW1- THIS SHEE-r SP2 W/ (%IOd SPI W/ (%10d SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE 12" STUD, (6) 1Od PLATE STUD, (4)10d PLATE o SYP 585 BW12(2) SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE SP2 W/ (6) 10d SPI W/ (6)-1Od ATTACH TOGETHER W/ (3) ROV/31/4" X 3 112' 4 (2) 1/2" FLITCH PLATE 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1.170 BW13 JACKS NOT USED JACKS KINGS SIZE OUBLE 2X TOP PLATE -FOP OF WALL ,%' SEE PLAN '4 MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S•1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFo9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS Q TOP & BOTTOM EACH END FOR MALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE FF t SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.0 9 32" U.C. W/ 7" INFO EMBEDMEI,fr OR 1/2" A. LR. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. • :; REQUIRES MIN ALT.: 51MP50N 1/2" TITEN HD m 32" O,C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/60 NAILS A 4"cc SEE GENERAL NOTE #8 UK, WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3, CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4, SP4, SP6 AND sP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE TOR THE $P1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOORTO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SV1" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES .MIN. 7/16" OSB 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 WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORBNG THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUBS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BEATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THEANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9, SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD, 1Od= U.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) Cl (3) 2 x 4 #2 SPF (4) -16d -TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS C (3) 2 x 4 SYP #1 -OR- (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8):1/4" X 11/2' 2145 SRS SCREWS x 4 P.r.lt2 ABU44 W/ 5/8" ATR*k G = 6665 C5a4 SYP POST & (12) -16d NAILS U =2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR"" G = 12000 C6 SYP POST & (12) -16d NAILS U -2300 8 x 8 P,T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) - I6d NAILS U = 2320 C8 3.5 x 3.5 P.L. I,8E Fb=2400 PSI HOU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (Wo l-MANIZED IF EXT) ANCHOR, OR ATR"* 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x C9 1.11E F4=2400 PSI 21/2" SDS VIS & 5/8" EXOPY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** C1)I 3.5 x 7 P.L. IME Fb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4' x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXr.) ANCHOR, OR ATR* ** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU8SDS2,5 W/ (20) 1/4' x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR- *'" 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4" x C12 1,8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOL.MANIZED IF EXT.) ANCHOR, OR ATR GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR MALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 91 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37 4. MINIMUM BOLT EMBEDMENT: 5" E14BEONIENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF ICI COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS Nor REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA: LENGTlI NAIL SPACING 8d 0,131" X 2'/2' 0.131" X 21h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d 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 3'A' 0.131" X 31/4" 8' O.C.(COMMON) STUD WALL 6" O,C, GUN NAIL CORNERS led 0,148' X 3' 0.131" X 3" 8' O.C.(COMMON) STUD PACK W O.C. GUN NAIL COLUMNS 16d 0.162' X 3 1h- 0,131" X 31/4" (2) 16D(COMMON) SEE PLAN 3) 16D ( GUN NAILS) BEAM SCHEDULE MARK HEAM SIZE CONNECTIONS ' (2) - 2 x 1142 SYP W/ 7/16" CONNECTION: PROVIDE (2) < M OSB FLITCH PLATE. NAIL 51MP5UN LSTA18 OR (2) 8,-4 BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST GARAGE ROWS OF 12d NAILS 9 12" OR (2) SIMPSON HETA16 TO CMU DBL 2668 BF O.C, TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 92 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE- NAIL SINIPSON L5TA24 OR (2) BMl BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS,Q12" 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) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO MOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16'ro cMU D.C. TYP EACH SIDE COL. U.N.U. ON ROOF PLAN. , , (2) -13/4" x 111/4" LVL CONNECTION: PROVIDE (2) Z LU n. 2.OE FFi=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HT320'TO WOOD POST 0 1/4" x 31/2" SUS WOOD OR (2) 51MPSON HEfAI6 TO CMU Q SCREWS 016" O.C. TYP. COL. U.N.V. ON ROOF PLAN. habitable rooms above by riot less than 5/8 Inch EACH SIDE. (15.9mrn) type X gypsum board or equivalent. Where 60 (2) -13/4" x 117/8" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS UIMP50N L5TA24 OR (2) cv 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST 8. R312,2.1 Window Sills In dwelling units, where the SCREWS Q 16" U.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. surface below, the lowest part of the clear opening (2) -13/4" x 16" LVL of the window shall be a minimum of 24 inches 2.0E Fb=2600 PSI, NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST sphere cannot pass. SCREWS 0 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH 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 ANY WAY WITHOUT WRTrTEN APPROVAL FROM THE E.U.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2)-2X6 #2 SYP SEE GENERAL HEADER NOTE 95 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 82 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEE-r H4 (2)-2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET 5 6> (2) - 13/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HG (3) - 2X12 #2 SYP W/ ATTACH TOGETHER W/ (3) ROV/31/4" X 3 112' 4 (2) 1/2" FLITCH PLATE SDS AND SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" - 9'-0° (2) (3) (2) (2) (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER 15 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 A(12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. B. FASTEN ALL HEADERS TO KING STUDS WITH (3).12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 1. ©LOLO N HOSE BIBB + - 50'-0" 13'-4" 22'-0" 14'-8" ENCLOSED - EXPOOSSU--RAE B CV 9'X4' ' u_' 3'-2„ h 4 STORAGE Q � ; 8,-4 CONC. STOOP O GARAGE In 0 VINYL DBL 2668 BF CON:. SLAB8'-0" CLG. AFF a r -- -, rr'-= -i-1 co 00 in CONC. SLAB N1512 LU i u ' CLOSE Into the garage. Vo i 11 3 Q.T c I f7 Q I 3068 - 0 crl (Q be protected with 1/i" gypsum board. 24682068Co I , � I (000 ° A 3-6'_AfE 8'-0" CLG. I I cQ-,1 7'4" VBATIH1-L U?in I , , Lo `O ' 14 Z LU n. SCUTTLE --------------------- 25 SH 0 M 0 N3 286$ VINYL Q Garage beneath rooms shall be separated from all KA PROJECT NUMBER habitable rooms above by riot less than 5/8 Inch (15.9mrn) type X gypsum board or equivalent. Where 60 the separation is a floor -ceiling assembly, the structure supporting the separation shall also 0 protected by not less than 1/2 inch (12.7mrn) cv gypsum board or equivalent. 8. R312,2.1 Window Sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or LLJ 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 7'-0" which the window is located. Glazing between the floor and 24 inches (610 Bun) shall be fixed or have openings through which a 4 -inch -diameter (102 mm) sphere cannot pass. 4 9. 8308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be Saftey tempered glass. 4 10. Ceiling for exterior entries and covered porches to have 7/16". span rated USB nailed per zone on roof dlahragin nalling schedule or 5/8" CDX. 1X T&G acceptable for substitution. m 11. EC: R402.2.4 Access doors from conditioned spaces to w unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level 0 surfaces. 12. Laundry Note: (Unless rioted otherwise) Provide dryer vent thru roof max. Igt. 35'-D", washer & dryer units (washer unit to be always on left Side when facing units) hanson box @ 36" aff 13. Porch Ceilings: (See plan for the following options:) O Textured painted: 'h" exterior gypsum soffit board shall be attached to all framing members with 2x blacking 50'-0" 13'-4" 22'-0" 14'-8" I I LIVING ROOM ' 8'-0" CLG. CARPET 21' 3" I ' OWNER'S BEDROOM ' 8'-0" CLG, CARPET I ' 15'-0" I PROVIDE PLATFORM FOR HVAC UNIT VERIFY SIZE WITH / MFGR DINING ROOM 8'-0" CLG. CARPET 2868 43'-0" 3'-4;; HEAT PUMP `I W.H. m VENT = 'W -H•) ENCLOSED - EXPOOSSU--RAE B CV -------------------- ' u_' 3'-2„ 11 4 STORAGE I � ; 8,-4 8'- " ~ 8'-0" CLG. AFF GARAGE In 0 VINYL DBL 2668 BF CON:. SLAB8'-0" CLG. AFF a r -- -, rr'-= -i-1 1 00 in CONC. SLAB N1512 LU i u ' CLOSE Into the garage. 90 cV i 11 3 Q.T c I f7 Q I 3068 - - - I- - --- - - - - I crl (Q be protected with 1/i" gypsum board. 24682068Co I , � I (000 ° A 3-6'_AfE 8'-0" CLG. I I , 7'4" VBATIH1-L U?in I , , Lo `O ' 14 �; SCUTTLE --------------------- 25 SH 0 M I I I I I I N3 286$ VINYL Garage beneath rooms shall be separated from all KA PROJECT NUMBER I I LIVING ROOM ' 8'-0" CLG. CARPET 21' 3" I ' OWNER'S BEDROOM ' 8'-0" CLG, CARPET I ' 15'-0" I PROVIDE PLATFORM FOR HVAC UNIT VERIFY SIZE WITH / MFGR DINING ROOM 8'-0" CLG. CARPET 2868 43'-0" 3'-4;; HEAT PUMP `I W.H. m VENT = 'W -H•) 29'-0" VERIFY LOCATION N OF A/C COMP. IN FIELD W/BUILDER TYP. S-3 O1 MSO 71 -811(i -2 S-3 -------- I I --^ -•- RANGE/HOOD 12'-3" z KITCHEN ° W 8'-0" CLG. m o VINYL O 0 ENCLOSED - EXPOOSSU--RAE B CV 4'-8" /4 u_' 3'-2„ 11 FO) iV 3' g" 8,-4 8'- " N R/SH In 0 VINYL DBL 2668 BF --- - - - -- F- AT 8'-0" r -- -, rr'-= -i-1 1 ° I D III W II CLOSE Into the garage. Bma C s _ `_-° 7 L • _ _ J L CAB. ABVD 3068 �X6 WALL QVTR CARPET 5 SH (Q be protected with 1/i" gypsum board. 24682068Co HALL �K (000 ° A 3-6'_AfE 8'-0" CLG. 5'-6., ' 24" X 36" ; '12'-0" VBATIH1-L U?in when the door or window are opened. I 8'-2" I 1 `O ' 14 29'-0" VERIFY LOCATION N OF A/C COMP. IN FIELD W/BUILDER TYP. S-3 O1 MSO 71 -811(i -2 S-3 -------- I I --^ -•- RANGE/HOOD 12'-3" z KITCHEN ° W 8'-0" CLG. m o VINYL O 0 3 WA L BEDROOM #3 I �- 8'-0" CLG. CARPET I � � I NI I p 2'-4,'Cl L 10'-7" I I EGRESS 25 SH 1-1 w 00 N � O ZA 4 00 7'-0" 0 N ^ _ TYP. TOP BM3 - - -� AT 8'-O" I o � LO , TYP. @ PORCH MCD11 11.2 C6 I "r) ENCLOSED - EXPOOSSU--RAE B CV 1-21.2 / -28.3 /4 +20.3 / -26.4 11 FO) W-4" 3' g" 8,-4 8'- " N REF. II VINYL DBL 2668 BF = = a I I AT 8'-0" r -- -, rr'-= -i-1 I I 1 I I D III W II I I Into the garage. Bma C s _ `_-° 7 L • _ _ J L CAB. ABVD 3068 �X6 WALL QVTR od -- --"'- : - be protected with 1/i" gypsum board. HANSON BOX HALL �K (000 ° A 3-6'_AfE 8'-0" CLG. 5'-6., ' 24" X 36" ; '12'-0" CARPET (y) N' when the door or window are opened. ACCESS T I 1 �; SCUTTLE I 1 1 1 7. R302.6 The garage shall be separated from the 0 M I I I I I I VINYL Garage beneath rooms shall be separated from all KA PROJECT NUMBER 3 WA L BEDROOM #3 I �- 8'-0" CLG. CARPET I � � I NI I p 2'-4,'Cl L 10'-7" I I EGRESS 25 SH 1-1 w 00 N � O ZA 4 00 7'-0" 0 N ^ _ TYP. TOP BM3 - - -� AT 8'-O" I o � LO , TYP. @ PORCH MCD11 11.2 C6 I "r) -----R/SH ----- I N BEDROOM #2 o ET I w 8'-0" CARP 21'-0" FLOOR PLAN SCALE = 1/4" = 1'-0" 4 N O ti 140 MPH OPENING PRESSURES ENCLOSED - EXPOOSSU--RAE B 11 II 1-21.2 / -28.3 /4 +20.3 / -26.4 11 +19.0 / -23.9 = (n �� +18.0 / -20.1 11 SPEED. THE WIND PRESSURES LISTED ABOVE ARE. "ALLOWABLE" PRESSURES N II TYP. TOP ducts penetrating the walls or ceilings separating the I I AT 8'-0" � 1 I 'ENTRY PORCH Into the garage. Bma 8'-0" CLG. AFF minimum 13/8" solid wood door, solid or CONC. SLAB od I I - be protected with 1/i" gypsum board. 1 I �mo� z 0 n w H q o II I I II II sound pressure rating of 85 db a at 10 feet. The exit l I I I when the door or window are opened. 0 I 1 the building, exhaust to attic space and soffits is riot V) I 1 1 1 7. R302.6 The garage shall be separated from the 0 M I I I I I I -----R/SH ----- I N BEDROOM #2 o ET I w 8'-0" CARP 21'-0" FLOOR PLAN SCALE = 1/4" = 1'-0" 4 N O ti 140 MPH OPENING PRESSURES ENCLOSED - EXPOOSSU--RAE B +21.2 / 23.0 1-21.2 / -28.3 © +20.3 /-22.1�� +20.3 / -26.4 Q+19.0 / -20.8 +19.0 / -23.9 +18.8 / -21.3 �� +18.0 / -20.1 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULnMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE. "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL .., t4 W ,,ti ss-�� r� .� r3y. BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL AREA CALCULATIONS A/C AREA 1302 S.F. COVERED PORCH 98 S"F" GARAGE/STORAGE 252 S.F. TOTAL 1652 S.F. ♦ Consultants: i W N m N <C5 co 1i O i m fi 3. w U •3 ,U N aOs�°(0No 4�ttfllTL,P Fm to D) 41 LTi i 2A ti °°ic Jn'%S;F•� !J E G 2. ;W)w° NSU 7 cL2= zs� CDi� Or 0 1,,a .r jo ' PiiliAll'4�� t ♦ Builder: r Habitat I - 0r Humanity' In Seniii-iole County & 151e attar Apopka i P O. Box 181010 Casselberry, FL 327'18 i Phone: 407-696-5555 Fax: 407-331.-0504 i Web: HabitatSeminoleApopka.org Plan Issue Dake: Thursday, January 25, 2018 Revisions: 1 YV I Job Information: GENERAL NOTES 1. R302.6 (table 302.6) If water based ceiling texture material is used, Provide Ih" gypsum board for 16" O.C. Q) Framing, or 5/8" gypsum board for 24" Q.C. Frafning. Note MY' sag -resistant gypsurn board may be used 11.0. Of 5/8" gypsum. 5/a" type "X" gypsum board must be Q 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 mm) sheet steel, 1 inch min- imLlm rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings Into the garage. 3. R302.5.1 Door from garage Into house must be a minimum 13/8" solid wood door, solid or honeycomb steel door, of 20 Minute fire rated door. od 4, R302.7 Any accessible space under a stairway shall - be protected with 1/i" gypsum board. 5. All doors and windows providing direct access from �mo� the home to the pool shall be equipped with an exit o alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. 0 6. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is riot V) acceptable. 7. R302.6 The garage shall be separated from the 0 M residence and it's attic by not less than 1/2 -inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all KA PROJECT NUMBER habitable rooms above by riot less than 5/8 Inch (15.9mrn) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also 0 protected by not less than 1/2 inch (12.7mrn) gypsum board or equivalent. 8. R312,2.1 Window Sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or LLJ 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 Bun) shall be fixed or have openings through which a 4 -inch -diameter (102 mm) sphere cannot pass. 4 9. 8308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be Saftey tempered glass. 4 10. Ceiling for exterior entries and covered porches to have 7/16". span rated USB nailed per zone on roof dlahragin nalling schedule or 5/8" CDX. 1X T&G acceptable for substitution. 11. EC: R402.2.4 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 Insulatlon on the surrounding surfaces. 12. Laundry Note: (Unless rioted otherwise) Provide dryer vent thru roof max. Igt. 35'-D", washer & dryer units (washer unit to be always on left Side when facing units) hanson box @ 36" aff 13. Porch Ceilings: (See plan for the following options:) Textured painted: 'h" exterior gypsum soffit board shall be attached to all framing members with 2x blacking provided at perimeter. The gypsum board shall be attached w/ type "W" IA" drywall screws at 8" D.C. In field and edges. Masonry plaster: Flat 7/16" OSB on underside of roof trusses Shall be attached to all framing rnernbers with 4 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" o.c. field and 4" o.c. edges or 7d screw shank at 4" edges and 3" o.c. field. AREA CALCULATIONS A/C AREA 1302 S.F. COVERED PORCH 98 S"F" GARAGE/STORAGE 252 S.F. TOTAL 1652 S.F. ♦ Consultants: i W N m N <C5 co 1i O i m fi 3. w U •3 ,U N aOs�°(0No 4�ttfllTL,P Fm to D) 41 LTi i 2A ti °°ic Jn'%S;F•� !J E G 2. ;W)w° NSU 7 cL2= zs� CDi� Or 0 1,,a .r jo ' PiiliAll'4�� t ♦ Builder: r Habitat I - 0r Humanity' In Seniii-iole County & 151e attar Apopka i P O. Box 181010 Casselberry, FL 327'18 i Phone: 407-696-5555 Fax: 407-331.-0504 i Web: HabitatSeminoleApopka.org Plan Issue Dake: Thursday, January 25, 2018 Revisions: 1 YV I Job Information: Q) Q 7 CL od (UUj - M E �mo� o V) .� 0 M DQ w 'Q KA PROJECT NUMBER L 0 18-0575 Q) �> LLJ Sheet: Of: L� FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT EOR OR REFERENCE FMASW FOR STEM WALL OPTION GREINF. RADE SEE PLAN frr 16" (2) #5 REBAR FIVI01 I SINGLE STORY FTG REINF. SEE PLAN-- F.F. 8 (1) #5 REBAR CUNT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT EOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL CURB FOR F F VARIES MASONRY Q ELEV. O'-0"- 1 W/ (1) - #5 BAR CONT. 1- ' LL f 2 STORY: 20" X 20" REINF. o r W - # Nt. SEE PLAN 16" (2) # 5 REBAR BEARING 1/2" =1'-0" FM02 SECTION @ GARAGE 1/2" =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT EOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. SEE PLAN ---- F.F. c o o r 20" (3) # 5 REBAR FM03 I THICKENED EDGE 11/2" = 1'-0" I FM08 12 -STORY FTG. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL IF GREATER THAN 24" CONTACT EOR OR REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF (2) #5 REBAR RECESS & PITCH DRIVE cav 'I 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP 2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W/ (3) - #5 CUNT. FM09 I SECTION @ GAR. DOOR 1 1/2" =1'A" FM10 I INTERIOR BRG WALL 2x BRO. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CUNT. FOR MORE INFORMATION) LL PLAN.---- r — C14 T rr �I 4" 16" 4" 2-95 REBAR FM11 I STEP DOWN BRG. SEE PLAN TME 1/2" =1'-0" I FM12 I STEP DOWN NON BRG. SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 1611 ELEV. 0'-0" WITH8„ PAVER CURB (1) #5 BAR CONT. (G.C, VERIFY) . -.- I • >I 1 I F.F. • ` F - (SEE PLAN) INSTALL LINING I r `--"'�* •� _ • '� MATERIALS PER FBC-R P2709.2 Fr _ MUDDED FLR. SLOPED TO DRAIN FM14 SECTION @ RECESS SHOWER 1/2" = 1'-0" ALTERNATE: THE REINF. BARS SHALL BE #5 CONT REINF. CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. FM19 I TYP. CORNER BAR DETAIL I1-1/2" =1'-0" 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" OGNT. SEE PLAN TYP. SEC. 2 #5 CONT. ��2 #5 BENT BARS W/ MIN. 25" LAP SPLICE 6" IN. FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" GRADE REINF. SEE PLAN � II (2) #5 REBAR •1 R„ A/C CHASE' 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM23 I TYP. FND PENETRATION 1/2"=1'-0 STEMWALL SCHEDULE NUTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL MAXIMUM STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) SEE NOTE #g 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO IN STEM WALL CONSTRUCTION FOR MORE INFORMATION 8" 1011 16" 20" W/ (2) #5 BARS <674# 6118" 31.01. X 31.W 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'.0- '-0"5'•4" 5..41, 16" 1611 48" 48-1 W/ (5) #5 BARS CONT. & #5 ®18" O.C. TRANSV. 11629 2'-8" SEE FOUNDATION PLAN PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. FOR F.C. SPACING ABOVE 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'•0" TALL SLAB LEVEL 61500 SEE CHART ABV. MAX. F.C. SPACING (O.C.) W.W.M. 'TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA, VERTICAL REINF, BAR #4 TURN BAR Q STEM WALLS GREATER THAN 4'•0' (1) #5 HORIZ. CONT. TIED TU EA. VERTICALREINF. B FIN GRADE 8" MIN. + TO TOP OF it I;ril"- STRIP FTG. COMPACrEU CLEAN FILL IN MAX 12" LIFTS STRIP FTG. VI/ QTY OF REINF. PER SCHEDULE (3 SHOWN) ' "MIN. COVER FMASW I STEM WALL SCHEDULE GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 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 F, OR MININUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 O INDICATES FILLED CELL W/3000 PSI CONC, FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB, HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB, 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS), CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. 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 TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF, a 0 FOOTING SCHEDULE NUTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM MARK SPACING STATED IN SCHEDULE DEPTH 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND AVERT. F.C. AaV. FON. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO 2 #5 E.W. BOT. TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-O" INTO SLAB/ STEM SEE NOTE #g 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 1'-0" CONSTRUCTION FOR MORE INFORMATION 7200 F2.5 4.G.C, TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 1'-0" 3 #5 E.W. BOT. 11000 FILLING IS TAKING PLACE 31.01. X 31.W 11 -0" 4 #5 E.W. BUT. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK Q 16" "- J` h + O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'•0" X16" C 21500 F4,0 TALL (TYPICAL ALL CORNERS) 110, 5 #5 E.W. BOT. 28000 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 4'-6" X 4'-6" 1'•4" TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. 34500 F5.0 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. SEE NOTE 5 b 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE 42600 PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 6'-01' X 61-0" 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'•0" TALL 7 #5 E.W. BOL 61500 NTS GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 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 F, OR MININUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 O INDICATES FILLED CELL W/3000 PSI CONC, FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB, HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB, 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS), CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. 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 TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF, a 0 FOOTING SCHEDULE GRAVITY MARK SIZE DEPTH REINFORCING CAP. [Ibal F1.0 1'-0" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 F2.0 2'.0" X 2'.0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" X 2'•6" 1'-0" 3 #5 E.W. BOT. 11000 FF3.0 31.01. X 31.W 11 -0" 4 #5 E.W. BUT. 25600 FW5 3'-6" X 3'•6" 1'-0" 4 #5 E.N. BOT. 21500 F4,0 4'-0" X 4'-0" 110, 5 #5 E.W. BOT. 28000 F4.5 4'-6" X 4'-6" 1'•4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'-4" 6 #5 E.W. DOT. 42600 F6.0 6'-01' X 61-0" 1'-4" 7 #5 E.W. BOL 61500 V,01_01. :AN OUT 7 NOTE: THIS 18 A SCHEMATIC DRAWING ONLY. LICENSED PLUMBER 70 PROVIDE AND OR MODIFY FINAL PLUMBING RISER TO COMPLY WITH CURRENT CODE, L 7'-011 L 7,-0" L 7'-4" L 7'-411 I, 31-811 I. 5'-4" I. 5'-4" 1. 7'•0" 1 FOUNDATION PLAN SCALE = 1/4" = 1'-0" Afflllatlons: TLV I COnSUltants: c 1v c g�� W cfl W m ci W cv 91 CV 16 3 w s I_ go co ci < G W ifi Ti= 00 tp L' 5•2SL�2 Uml`o li li Q a d9f1-6; O »VPE CV ado N (�N a^I°L�j 9ptplAA, 6 Q .c U 6 (1 , f l.!� P, N ia zs su7 P�-5'sva © o u5�a�.W Lu'�"rn�i m �° cV 1,1 !� -, C °U Li F JV; NjQ li � .moi .1i Lip 14 E ' tZll;lplQ,;�r Builder: Habitat for Humanity"' Irl "�-+�°t.1l heft cquilty & G'teat t r•'kp.a�pk P O. Box 181010 Casselberry, F L 32718 Phone: 407-696-5855 Fax: 407-331-0504 Web: Habitat5eminol®Apopka.org Plan Issue Date: Thursday, January 25, 2018 Revisions: 1 YV I I Job Information: FOUNDATION PLAN 1 7 ct o 0 W tw ' r"I E t6 I = � z (D fr- F- m o N � a i® O J _JmwQ r KA PROJECT NUMBER 18-0575 w Sheet: Of: FOUNDATION PLAN 8' CLG. BATH 2 LOAD CALCULATIONS COOLING GREATER THAN HEATING GGN.LI�HTI��G�A� 3 WAFTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,302 x 3 $3 = 3906 APPLIANCE CI�iCUITS 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 & RECEIPT. + APP. CIR. = 32,456 SUBTRACT 100 % OF FIRST 10,000 -10,Q00 PREWIRE SPEAKER A= 22,456 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 WATER PROOF B= 20,000 ��/KCAL ULATIO 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 —{ — CALCULATED SERVICE AMPS - 162 OWNER'S LATH /C 8' CLG. 8' CLG. SINK RANGE/HOOD INTERIOR ELEVATIONS. KITCH EN 8' CLG. HALL ELECTRICAL PLAN ELECTRICAL 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, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND 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 INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNI f 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNI CS IN ACCORDANCE WITH NFPA 70-14. 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 BAT VERY 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' IFTHE OUTSIDE EDGE OFA SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES Ou rLESTS 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 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. PER 2017 NEC 406.11 AND 6th EDITION FBCR E4002.14 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND t SINGLE POLE SWITCH $2 DOUBLE POLE SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $DM DIMMER SWITCH -�} CEILING MOUNTED FIXTURE WATER PROOF W/ GROUND FAULT SCOUNCE ( WALL MOUNTED) FIXTURE SMOKE DETECTOR OCARBON MONOXIDE/ CM SMOKE DETECTOR COMBO UNIT FLOOD LIGHT FLUORESCENT LIGHTING TRACK LIGHTING o CEILING FAN ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. U C Affiliations: I �iQ" xps/r ® Consultants: w v 3 rn 110 VOLT DUPLEX OUTLET C9 SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 1.10 VOLT SPLIT SWITCHED OUTLET 150 OR 2UU AMP SERVICE 150 = YPI COPPER OR 2/0 ALUM N. GROUND FAULT INTERRUPT 1LU2E DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 DISCONNECT 220 VOLT OUTLET Q-- DOOR BELL ® SPECIAL SERVICES OUTLET D 0 o DISPOSAL _F1__. T.V. CABLE OUTLET LO DISCONNECT SWITCH PANEL It 10 COPPER TO WATER HEATER TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WP WATER PROOF Q 0 U1 b) BONDED TO CONTINUOUS FOOTING STEEL RECESSED LIGHTING w g THERMOSTAT m BATH FAN 0 LOW VOLTAGE LIGHTING —{ — BATH FAN W/ LIGHT I C INTERCOM SYSTEM Y < GARAGE DOOR re KA PROJECT PUSH BUTTON ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. U C Affiliations: I �iQ" xps/r ® Consultants: w v 3 rn OPTIONAL OVERHEAD SERVICE [VERIFY FINAL AMPS NEEDED C9 SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR �$ 150 OR 2UU AMP SERVICE 150 = YPI COPPER OR 2/0 ALUM N. Ew �� y 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUI r PdETER MAIN DISCONNECT ®Q 150 OR A/C DISCONNECT UNDERGROUND 200 AMP SERVICE BY M POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS y m� TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI a PANEL It 10 COPPER TO WATER HEATER -e1 41. ID ..5 # 8 COPPER TO RANGE INTERSYSTEM # 6 TO HVAC BONDING u4_a..� z W N 4 ¢ TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER ON�m=2 a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH 0 U1 b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. U C Affiliations: I �iQ" xps/r ® Consultants: w v 3 rn U ri N C9 �$ Ew �� y Q��z mN- 00 c -I �awmtio N ®Q (nv> 040 N 0 -� M CV 3:V) y m� ¢ _ m Z a 0 -e1 41. ID ..5 p N h O LI .� �= ct m c: N J = w �� d oa u4_a..� z W N 4 ¢ T ON�m=2 U` t 0 U1 n w g o m d p N (] Builder: Habitat orHumanity' in 'S1*milloto to11aity GQ—ter Apopka P.O. Box 181010 Casselberry, FL 32718 Phone: 407-656-5855 Fax: 407-831-0504 Web: H abitatSe m i no leApopka.org IkA Plan Issue Date: I Thursday, January 25, 2018 Revisions: 1 YV I I Job Information: ELECTRICAL PLAN 'Q ®Q 0 -� M CV 3:V) a E 0,� v 0 V-1 M 0 U1 (D o z � < re KA PROJECT NUMBER L: 18-0575 [-u Sheet: Of: ai 4 ELECTRICAL PLAN 12 4 BIRDSEYE PLAN SCALE: 3/16" = 1'-0" ALL ROOF SLOPES ARE 4:12 ALL OVERHANGS ARE 12" U.N.O. FIBERGLASS SI RIDGE VENT APPROXIMATE SIZE & LOCATION 25 SH 8068 SGD ELEVATION NOTES: 1. EXTERIOR FINISH IS TEXTURED CEMENTITIOUS FINISH. 2. ALL BANDING IS RAISED 1/2" X 4" 3. ROOF OVERHANGS ARE 12" U.N.O. (2) 25 SH FIN. FLR. _ TOP OF BLOCK VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for intake and exhaust Soffit product provides 4.12 net sq in / sf Ridge vent provides; 18.00 net sq in / If Off.ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft El X" S.F. of Area to be vented (SF) 1652 s.f. Total needed for exhaust for upper 1/3 396 net sq inches Total needed for intake (soffit area, lower) 396 netsq inches. . — c� U M Nurnik erof Off Ridge Vents, for upper 1/3 needed 3 0 m 00 r= L.F. of Ridge Vent needed (can be used in combo with ORV) 22 p^ w Nowak0 ` a° q) Lineal Feet of Soffit needed to meet required 72 U) O Lineal S.F. provided by plan 180 ¢ o Q RIDGE VENT TOP OF BLOCK �!'UUN! HEAD HGT TOP OF BLOC W' OW HEA El � Qa Z � � 23 SHFIN. 60 Z Q �t 0. El X" CI�CJ�CJ vi ua . — c� U M LU C 0 m 00 r= p^ w Nowak0 ` a° q) i X U) O 25 SH ¢ o Q v 0 ® FIN. FLR. Al 0 SID, ® Consultants: TOP OF BLOC W' OW HEA El � Qa Z � � 23 SHFIN. 60 Z Q �t 0. �� H�I I�CI❑�uJ CI�CJ�CJ vi ua REAR ELEVATION SCALE: 1/4" =1'-0" RIDGE VENT APPROXIMATE SIZE & LOCATION FIBERGLASS SINGLES 25 SH ^ RIDGE VENT '^ RIGHT ELEVATION SCALE: 1/4" =1'-0" 12 4 -- TOP OF BLOCK ----__--_— W_ _DOW HEADHGT LEFT ELEVATION SCALE: 1/4" =1'-0" FLR. _U .,,,,.4" BAND Z � � 23 SHFIN. I Z Q �t 0. �� H�I I�CI❑�uJ CI�CJ�CJ vi ua . 3068 DOOR 8:(7 GARAGE DOOR FRONT ELEVATION SCALE: 1/4" =1'-0" 4 �o T 00 Q FIN. FLR. Z � Z C3 Z Q �t 0. o _--I Z to � vi ua C) Ni , — c� U M LU C 0 m 00 r= p^ w Nowak0 ` a° q) i X U) O IBM= ¢ o Q v 0 ® Affiliations: Al 0 SID, ® Consultants: T N S , 07 m i �9 .2 E -7i W p cN 0) L�f) � a7 U y' _ I... Qp�A Cj co m y a.T Ld bq It "'< a �$J '6 ie- A m` cv)NLL - a w��LLM�ai)a a w^'iu i66 ca Ni11 j -<-c Z'im 9•6 •6,O Q ^-c Q mm J QUAL Lrn rn?Y \V LjJ �'fr3iiRi ® Builder: -, V"'K H a& bio t at forHumanity" in *serr is olks County & aGfeater Apopka P 0. Box 181010 Casselberry, FL 32718 Phone. 407-696-5855 Fax: 407-331-0504 Web: HabitatSeminoleApopka.org Plan Issue Date: Thursday, January 25, 2018 Revisions: 1 YV 2 3 4 5 Job Information: (D Q i oo z Q I— M CVS KA PROJECT NUMBER 18-0575 41-1 z (D LLJ a� Sheet: Of: z 1111M imp ELEVATIONS SEE DET. TB03 G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F 7/16" USB 0 w a T 20'•0" MAX 20'•011 MAX * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS 18 15/32"") IF 1S/32" IS USED, THEN THE ALTERNATE BLOCKING 15 NOT REQUIRED AT HIP SECTIONS EQ. TOP & BOTTOM CHORD GABLE END BRACING (P --Z 4'-011 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 REQUIRES 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 4 FT. l --------------------------- / I � / 4 FT. I / 1 ,C , 2 ------------------------------------------------ ' / I 5 FJT. 4 FT. 5 FT. 4 FT. F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ^ 1 S 1 1 2 2 1 1 ------- 1 4 FT. I ` ________________________ o ____-- 4 FT. 0 � 4 3 FT. , (3 ROOF NAILING ZONE DIAGRAM O NAIL AT BASE 2 ROWS C 4" O.C. W/8d COMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL NAIL OPENING PERIMETER 3" O.C. W/Sd COMMON NAIL NAILING SONES (SHINGLE AND TILE) SHEATHING w @ ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL "ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" 0.0 IN FIELD O � Iti "ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD III STAGGER ALL VERT. JOINTS 81 NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W p Q W/8d COMMON NAIL SHANK NAILS) Q PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE, GO W/ 8d COMMON NAILS @ 4" O.C. (2) 8d NAILS @ 3" Q.C. TO EACH TRUSS END OR (cb VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 II MEMBER IF GABLE END HT'7Aw/(10)BCNAILS SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, AFrACH NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .1.31" X2 1/2" OC — — III i II II PEI? NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO DO NOT OVERDRIVE NAILS; FASTENERS SHALL Nor PENETRATE SURFACE III II II II d STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS MORE THAN 1/8" III II II II H10A2W(N1)l0dx 112"AT 2 PLY' TRUSSES RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW I I I II I II I II II II 97d FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8'1 2' 15/32" OSB (2)-2x TOP PLATE 15/32" OSB EXPOSUREI III EXPOSURE -1 BEYOND SHEATHING CONTINUOUS VINYL OR SHEATHING I I I II I II I 11 II II LOCAtIDN INCLUDE (3)12d TOENAIW) LISTED ON THE PLAN SET COVER SHEET RESIN THE DESIGN PRESSURES I_I L_ _ -U rl 1 JI — — I1. _ 1L —I _ A @ W TO LI 3330 GJI GJ3 GJ5 EJ -f ct EJ7 EJ -1 EJ7 EJB EJ I EJl EJ1 '4- c;j5 CJ3 CJ1 VQrl MUGTI5w/(28)IUdNAIL6ANU5a,ACR.wI AIL13 L MA50NRY EMUEUMENTvd SIMPSON"SET'EPDXY 12" EMBEDMENT rd ON"SET°EPO;KY 233u 4449 /�\ 2' HT52U w/C24)1Udi 112"(AT EXTERIOR 2' – 2' O 2' 21 – 21-21-21-21-21-21-1 FRAIAE LUCATIONINCLJDE(3)12dT0CNAJL8 2' 1265 1530 QFRAME TU (2)Hr820ud(46)IOdx(1/2"(Ar EXTERIOR T21 O FRAIAE LOCATION INCLUDE (0)12d'TOENAILB 2400 2000 LOCATION INCLUDE (0)12d TOENAILS (FA) 2670 3000 FRAME TO HQT-2w/(16)IUd NAILS ANO C2) 16• A.T.R. CONTINUOUS 1UQI2.1(16) IOd NAILS ANU Cd) S/8" ALH. BOTTOM CHORD tAA50NRY wl12"CMUCDMCN'Twl81tAP6UN"BET' 6465 10080 w'12"EMBEDMENrw1SIMPSON"SET" 1020 � FF'OXY (H -,T-3 FOR 3 -PLY) "X" BRACE EPDXY (HUCTT 1 FUR 3 -PLY) SEE OFHAME FI TO FQIRvr/(18)1/4•AS•SU9 WOOD SCHEVIS BRACING 2 X 4 MIN. SEE DETAIL 3000 TBO4— (q) 3/4'A 6' WEDGE -BOLT 3000 6500 12 Q (2) LGT2 w/(12) 1 G SINKERS d (14) 114"x21/4-11 7/24M 4300dA lVIDCOMPLY 3104A1 31 DETAIL TB01 3570E 50' 1/4"x3'WEOUE-UULr(2PLYTRUSS) DO-tA FRAtA= OR 428) 16d SINKERS FOR FRA41C (CA) -F OR (32) 16d SINKERS rOR FR MME (EA) 3dU0F 4520-F J3 FRAME TO MASONRY/ (2) LQ13 wl (24) TIX x 3' 5D5 3CREW5 (8) 318' 6" I I f EN PLY [Russ) 4730 -Al f �5I0-TA (2) LUGT3 w/ (2411/4'A 2 1/T WS26 6480-h1 7050-M FRAME x (2 OR (52) 16d SINKERS FOR FRAME (EA) 5310F 7310-F SCREWS & (4) 21&'x 5" WB (2 PLY I RUSS) OR (56) 16d SINKERS FOR FRAME (EA) 6180F 7710-F O 13EAIA TO HU410 OPT HUC410 vd (I 8) IGd d (10) Tod GY2000 HD410 OPT 1104 101F w/ (18) 1 Q d (10) 1 Q G17440 BEAM: NAILS UN7806 NAIL'S UN1U06 OMENDATIONS— H U4 IU VP I I IU 0410 w/(18)TII EN Qd4600 110410 CPT HDI IwFvdO Id)114;3" MASONRY _ 1/4"r23h1"&(IQ)104NNLS U#1800 WEDQEBOLT4(10)10dNAILS U#1905 10BEAM , TO MASONRY/ HU4U OPT HUTAO w/(0) 1 D NALS & (12) 1/4'x23/4' TIrEN(IOAIAS.) C#1d40 G.,I 0OU HD400PTHU401W(0) 10d NAILS 8 JI1G90 CA3000 FRAME OR (12) 1 Gd?, (0)10d (FUR FRAME) ATING OF UN 1135 SYP M (12)1;4'x23/4' I APCON9(TO MAS.) OR (12) 1Gd & (0) 10d (FOR FRAME) UN1140 SYP-F U411 MIT SYP-M FRAME TO (2) HETAIU OPT (2) HETA20 1035 2035 (2) HrAI60PT (2) HMO M r1 1 -PLY w/ (10) 1 Ud x 1 112" OR 2505 205 I -PLY w/ (10) I Od x 1112' OR 1585 1075 Z VLY 2,d (12) Wd 2 -PLY w/ (12) !lid 3770 3235 HTGM10w/III) lodNAILS AND (4) 1/4"x2 U4' 1010 1175 HTWM16w/(8)IOdNAILS, AND (4) L'4''a1W4" 1145 TO TAPCON3 WEDGE UOLT 1225 OFRAME N MASONRY oil OH HFS.V20 wl(IO)IOd NAILS AND (4) 1/4'x2114" HTWM20,W(I Q1 Od NALS AND (4) 1/4"x1314" TAPCON3 1015 1176 WEDGE -BOLT 1146 1225 ©FRAME TO H10S w/ (8) ad xl 12" NAILS AND (2) 3/3'x4" 015 1085 LUCII wl (8) 8d Al 112" NAILS AAD (2) 1 4AS0N RY TITAV HD 3/8"xl' WEDUE•UULT 005 1065 FRAME TODrr7Lw/(6)1/4"x1112"2,[)S;WOOD O1B-TZvd(8)1/4"x1117"W315WOOD Q MASONRY SCFIEWSANU(1) 112')3 A.T.R. EPDXIED w/ 1836 21.15 SCREWSAND(1) 1441 AT.R,EPOAIEDw/ - la3d SIMPSUN"SET"(SEENUrENM1) d' SIh1PSON"SEI"(SEE NOTE #4) ROFRAME TU HRC1W(20)IOd:Ql2"NAILSMJD(1)6I8"U AT.H. EPDXIED vtl SItAP50N"SET' 4 MASONRY(SEE NOFE44 BELOW) 4:175 6090 618"b rl r3l. EPDXIED wl SUAPSON-SET' (SEE NOTE #4 BELOW) 6005 z 6 TO HTT41W(18) lwl2127NAILS AND([) 618"9 ATT I. EPDXIED W URAPSON'9ET" ITTr45'rd(18) 10dx2112' NALS AND (1) MASONRY 3040 4235 Nd"U ATEL EPDXIEDNl SIMP`;UN'SET' 416n (SEE NOTE#4 BELOW) (SEE NOTE #4 BELOW) i FRAtAE TU FTULIdE H1U5 wl (24) lUd xt VT NAILS 870 !UID LUQTI v✓ ('23) Ndxl 11'1 NAILS 895 1006 OFRAME TO HM9KT w/ (4)1/4"x1 1/2" SDS WOOD 8Ub RT1UM'J (9) tOdx 1 1/2" NAILS & MASONRY SCREWS & (5) 1!4"x2114' TAPCUNS 805 (4) lld"x 13/T'TAPCQN3 135:1 1304 OFRAMETO V Val a(lo) 114'x3"SDSV/OOD9CREWB$ (1)51d"JA.T,R.EMAIEDw/SIMPSON "SEP MASONRY W 6" MIUL EMBEDMENT 3x55 4040 OFRAME TU (2) VQT W/ (32) 114"X3" SDS WW U SCREWS &(2)6/3'DA.T.R.EPDXIED w/SIMPSON MASONRY '$ E I' w/ 0' MSN. EtABEDnI E N r 0175 714 UFRAME TO VGT w!(10)1/4"A" SDS WOOD SCREWS HOU4-S0328w(10)Ltrl"SDSWOU&D 3286 45115 VUUI I5w/(22)100 NN L&III IAS w(a) FRAM' 6CREV& (1) 518"O A.T.R.5Od (1)5,18"oA c -I � O_ FRM1E TO (2) HTT5 w/(52) I W'x214e NALS 8 (2) HTT45 w/ (52) 164"x2 L2" NAILS FRAME (1) 51S"U A.T.R. (SEE NUFE 441 375 b000 6, (1) N8" U A'T.TL (SEE NOTE 4-1) 5005 (IF 11F Ilnl f:f1NN Ff:Tf1R N(1TF4• 1. CONNEC IALL FLOOR IHUSSES I U IN I ERIOR BEANNQ WOOU WALLS IBEAMS N1 t2) 12d IOhNAIL9. 2. ALL FRUSS TO TRUSS CUNNEOFIUN3 ARE PRO1710EU BY rrt= MANUFACTURER, U.N.0 ON P'AN. 3. Q.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMIINQ PLAN FOR CONNECTOR CALL OUT. 4. FOR 61NOLEPLY'IHUBOEU.SCAB ONFULL HEIQHTSYP #12'x4"TOTRUBUVER TICALWEB w/(2) ROWS or10dNAILS (w3'O.C.8TAQOERCD. Q. tAIN04UM A.T.R EVBEDMEAT: G' EtABFDtAFNr FOR 12"A.T.R 6" EMBFDMFN'r FORCVB'A.T.R. d' FA1BFDtxFNT FVR 718"A.T.R. (IFA'r 6TFP, UEHFH IS FROM LOWEH SLAB). O MINIMALCONNEOrVI1UA0ONFRAMINQPLA4 1. CONNECTIONFUHALLHUUFIFLUUFIrliUSSES'TU MASONRY WALLS/ LIN IELJ/ICF V/ALLS LINO ON PLAN 2. CONNECTION AT 24"Or(32"O.C.PEN LANG VERTICALS FOR ALL FLOORTRU5SESPARALLEL TOMASONRY WALLS SEE DETAIL FUl"3 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLOACF WALL81INTELS 4. CONNECTION FOR At. CONTINUOUS RIM BOARD TO TOP VF AIASONRYAT 32" 0•C IAAX. w/ (2) AT EACH CORNER. Q.C. TU VERIFY LCICATIUN DOES NCYT CONFLICT w/UI (IF APPLICABLE) LAYUU'r 5. CONNECT ALL FLOOR TRUSS E6 TO INTERIOR BEARING WOOD WALL1BEAtAS w' (2) 12d TUNAILS O MIN MAL CONNECTOR UNU ON FRAMING PLAN 1, CONNECTION FOR JACK mUSS TO WOOD WALL OR BEATA © MIINIAIALCONNECIOFi UNOONFHANIINGPLAV 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXr5MGH BEARING WOOD WALLS AND/OR UEAMIS wcr EQ TOP & BOTTOM CHORD GABLE END BRACING (P --Z 4'-011 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 REQUIRES 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 4 FT. l --------------------------- / I � / 4 FT. I / 1 ,C , 2 ------------------------------------------------ ' / I 5 FJT. 4 FT. 5 FT. 4 FT. F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ^ 1 S 1 1 2 2 1 1 ------- 1 4 FT. I ` ________________________ o ____-- 4 FT. 0 � 4 3 FT. , (3 PROVIDE BLOCKING AS REQUIRED PE SECTION X -X NOT FULL HEIGHT SHEE 2x RIBBON ' VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 11 1/2" Tr II If' ROOF NAILING ZONE DIAGRAM O NAIL AT BASE 2 ROWS C 4" O.C. W/8d COMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL NAIL OPENING PERIMETER 3" O.C. W/Sd COMMON NAIL NAILING SONES (SHINGLE AND TILE) SHEATHING w @ ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL "ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" 0.0 IN FIELD O � Iti "ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD III STAGGER ALL VERT. JOINTS 81 NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W p Q W/8d COMMON NAIL SHANK NAILS) Q PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE, GO W/ 8d COMMON NAILS @ 4" O.C. (2) 8d NAILS @ 3" Q.C. TO EACH TRUSS END OR (cb VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 II MEMBER IF GABLE END HT'7Aw/(10)BCNAILS SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, AFrACH NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .1.31" X2 1/2" OC — — III i II II PEI? NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO DO NOT OVERDRIVE NAILS; FASTENERS SHALL Nor PENETRATE SURFACE III II II II 1160 STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS MORE THAN 1/8" III II II II H10A2W(N1)l0dx 112"AT 2 PLY' TRUSSES RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW I I I II I II I II II II 97d FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8'1 2' 15/32" OSB (2)-2x TOP PLATE 15/32" OSB EXPOSUREI III EXPOSURE -1 BEYOND SHEATHING CONTINUOUS VINYL OR SHEATHING I I I II I II I 11 II II LOCAtIDN INCLUDE (3)12d TOENAIW) LISTED ON THE PLAN SET COVER SHEET RESIN THE DESIGN PRESSURES PROVIDE BLOCKING AS REQUIRED PE SECTION X -X NOT FULL HEIGHT SHEE 2x RIBBON ' VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 11 1/2" Tr II If' — — — — — I — —11 — — 11' — TT — ^I I I II I I II I I II Il II I SOLID 2. w o BLOCKING @ ALL s LU CUNNECTUR&FASTENERS III I III II II II I SHEATHING w III 2x STUDS w w BEYOND. 0) III II II II I EDGES (SEE o CJI CJ3 GJ5 C � Iti SECTION X -X) O z III m Ln III II II I W p Q III III OPENING III _ II I I — — — 1586 III LL v LL Ir III I�x I II 8d NAI S 10 H2.GA'w/ ( ) II r HT'7Aw/(10)BCNAILS 500 III OC — — III i II II H10A w/(16) IOd x 1 112" III TI — —1 III II II II 1160 III I I I II I III II II II H10A2W(N1)l0dx 112"AT 2 PLY' TRUSSES III I I I II I II I II II II 97d 2' 2' 2' 2' III I I I U I II I II II I CONTINUOUS VINYL OR III I I I II I II I 11 II II LOCAtIDN INCLUDE (3)12d TOENAIW) LISTED ON THE PLAN SET COVER SHEET RESIN THE DESIGN PRESSURES I_I L_ _ -U rl 1 JI — — I1. _ 1L —I _ HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING = II `I1 w � LU LL a0� — CUNNECTUR&FASTENERS (n I �o 71I—O�� GJ1 CJ3 GJ5 2x STUDS w w BEYOND. 0) LIrr F- O cn O o HETA10,'d(9)t Ud x l V4" OR CJI CJ3 GJ5 C° � Iti SEE PLAN o z O L��. m Ln _ W p Q I 1810 N 1586 1615 LL v LL 2x4 P.T, BASE PLATE BEYOND SEE PLAN 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 BLOCKING SECTION X -X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. ROOF FRAMING PLAN NTS EE FLOOR PLAN FOR BEAM SIZE SIMPSON - CONNECTOR SCHEDULE `I1 MARK 50' 2' CUNNECTUR&FASTENERS SPF 61411 "r i.n 5PF GJ1 CJ3 GJ5 OFRAME /' 7 HETA10,'d(9)t Ud x l V4" OR CJI CJ3 GJ5 - � Iti F^PO�U ¢OCA m Ln 432 HETA201W(9) I Ud x 11!21 I/l5 1810 cq 1586 1615 Q FRAME TO FRAME 8d NAI S 10 H2.GA'w/ ( ) 535 6U0 HT'7Aw/(10)BCNAILS 500 070 OC FRAME 10 H10A w/(16) IOd x 1 112" 1015 1340 RT18Aw/(17)IOd A 11/2" 1160 1380 �TL� `y I�S\ H10A2W(N1)l0dx 112"AT 2 PLY' TRUSSES O �i GJl CJ3 GJ5 EJ7 EJl EJ -1 EJ -i EJ7 EJ -1 EJB EJ -i GJ3 CJi RTId-2W(Id)IUd.I l2'AT2PLYTRUSSES 97d 2' 2' 2' 2' 800 1000 MTVV12vd(14)IUdxl11'L'(ATEXTENUR CONTINUOUS VINYL OR 12 cc7�T ALUMINUM SOFFIT FTWA -a LOCAtIDN INCLUDE (3)12d TOENAIW) LISTED ON THE PLAN SET COVER SHEET RESIN THE DESIGN PRESSURES PER FBC2014 R703.1.3 FOR THE COMPONENTS AND CLADDING WIND PRESSURE. LOCATIONINCLUDE(3)12d TOENAILS) 1005 A @ OFRAME TO LI 3330 GJI GJ3 GJ5 EJ -f ct EJ7 EJ -1 EJ7 EJB EJ I EJl EJ1 '4- c;j5 CJ3 CJ1 VQrl MUGTI5w/(28)IUdNAIL6ANU5a,ACR.wI AIL13 L MA50NRY EMUEUMENTvd SIMPSON"SET'EPDXY 12" EMBEDMENT rd ON"SET°EPO;KY 233u 4449 /�\ 2' HT52U w/C24)1Udi 112"(AT EXTERIOR 2' – 2' O 2' 21 – 21-21-21-21-21-21-1 FRAIAE LUCATIONINCLJDE(3)12dT0CNAJL8 2' 1265 1530 QFRAME TU (2)Hr820ud(46)IOdx(1/2"(Ar EXTERIOR T21 (2)HTW20w1(4a)lodxIW.1 ,TCX111OR FRAIAE LOCATION INCLUDE (0)12d'TOENAILB 2400 2000 LOCATION INCLUDE (0)12d TOENAILS (FA) 2670 3000 FRAME TO HQT-2w/(16)IUd NAILS ANO C2) 16• A.T.R. 1UQI2.1(16) IOd NAILS ANU Cd) S/8" ALH. QO tAA50NRY wl12"CMUCDMCN'Twl81tAP6UN"BET' 6465 10080 w'12"EMBEDMENrw1SIMPSON"SET" 1020 0700 FF'OXY (H -,T-3 FOR 3 -PLY) EPDXY (HUCTT 1 FUR 3 -PLY) OFHAME FI TO FQIRvr/(18)1/4•AS•SU9 WOOD SCHEVIS RFUSIW (121 W53 WOOD SCREWS AND MASONRY AND (2) 12' x 7 TITEN HU ANCHOR BOLTS 3000 5000 (q) 3/4'A 6' WEDGE -BOLT 3000 6500 12 FRAME TO AIA;iVNRY/ (2) LGT2 w/(12) 1 G SINKERS d (14) 114"x21/4-11 7/24M 4300dA (2) LUG12 w/(32) 1Gd SINKERS & (10) 3104A1 31 HEN (2 PLY TRUSS) 3570E 50' ROOF FRAMING PLAN NTS EE FLOOR PLAN FOR BEAM SIZE SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CUNNECTUR&FASTENERS SPF SYP CONNECTUR &FASTENERS 5PF SYT1 OFRAME TU HETA10,'d(9)t Ud x l V4" OR = - HTA10 w/(10)1 Odx 1100R F^PO�U ¢OCA r ALUM FASCIA MASONRY HETA201W(9) I Ud x 11!21 I/l5 1810 HTA20 w/(1 U)JWA 1 lrC 1586 1615 Q FRAME TO FRAME 8d NAI S 10 H2.GA'w/ ( ) 535 6U0 HT'7Aw/(10)BCNAILS 500 070 OC FRAME 10 H10A w/(16) IOd x 1 112" 1015 1340 RT18Aw/(17)IOd A 11/2" 1160 1380 �TL� `y FRAtAE H10A2W(N1)l0dx 112"AT 2 PLY' TRUSSES 1070 1245 RTId-2W(Id)IUd.I l2'AT2PLYTRUSSES 97d 1100 O FRAME to MTSI2w1(M)IOU xll/2"(AT EXTERIOR 800 1000 MTVV12vd(14)IUdxl11'L'(ATEXTENUR CONTINUOUS VINYL OR 12 cc7�T ALUMINUM SOFFIT FTWA -a LOCAtIDN INCLUDE (3)12d TOENAIW) LISTED ON THE PLAN SET COVER SHEET RESIN THE DESIGN PRESSURES PER FBC2014 R703.1.3 FOR THE COMPONENTS AND CLADDING WIND PRESSURE. LOCATIONINCLUDE(3)12d TOENAILS) 1005 1795 OFRAME TO MGrwl(2P)IodNAIL6AND 5/a"A.T.R.wl 12" 3330 3wjo VQrl MUGTI5w/(28)IUdNAIL6ANU5a,ACR.wI AIL13 L MA50NRY EMUEUMENTvd SIMPSON"SET'EPDXY 12" EMBEDMENT rd ON"SET°EPO;KY 233u 4449 /�\ F1iAlAE: TO HT52U w/C24)1Udi 112"(AT EXTERIOR 1245 1450 HTW2uvd(21) I Ud x 11/2"(AT EXTERIOR �/ FRAIAE LUCATIONINCLJDE(3)12dT0CNAJL8 LOCATION INCLUDE (3)12,A TOENAILS 1265 1530 QFRAME TU (2)Hr820ud(46)IOdx(1/2"(Ar EXTERIOR (2)HTW20w1(4a)lodxIW.1 ,TCX111OR FRAIAE LOCATION INCLUDE (0)12d'TOENAILB 2400 2000 LOCATION INCLUDE (0)12d TOENAILS (FA) 2670 3000 FRAME TO HQT-2w/(16)IUd NAILS ANO C2) 16• A.T.R. 1UQI2.1(16) IOd NAILS ANU Cd) S/8" ALH. QO tAA50NRY wl12"CMUCDMCN'Twl81tAP6UN"BET' 6465 10080 w'12"EMBEDMENrw1SIMPSON"SET" 1020 0700 FF'OXY (H -,T-3 FOR 3 -PLY) EPDXY (HUCTT 1 FUR 3 -PLY) OFHAME FI TO FQIRvr/(18)1/4•AS•SU9 WOOD SCHEVIS RFUSIW (121 W53 WOOD SCREWS AND MASONRY AND (2) 12' x 7 TITEN HU ANCHOR BOLTS 3000 5000 (q) 3/4'A 6' WEDGE -BOLT 3000 6500 12 FRAME TO AIA;iVNRY/ (2) LGT2 w/(12) 1 G SINKERS d (14) 114"x21/4-11 7/24M 4300dA (2) LUG12 w/(32) 1Gd SINKERS & (10) 3104A1 31 HEN (2 PLY TRUSS) 3570E 41C0 1/4"x3'WEOUE-UULr(2PLYTRUSS) DO-tA FRAtA= OR 428) 16d SINKERS FOR FRA41C (CA) -F OR (32) 16d SINKERS rOR FR MME (EA) 3dU0F 4520-F J3 FRAME TO MASONRY/ (2) LQ13 wl (24) TIX x 3' 5D5 3CREW5 (8) 318' 6" I I f EN PLY [Russ) 4730 -Al f �5I0-TA (2) LUGT3 w/ (2411/4'A 2 1/T WS26 6480-h1 7050-M FRAME x (2 OR (52) 16d SINKERS FOR FRAME (EA) 5310F 7310-F SCREWS & (4) 21&'x 5" WB (2 PLY I RUSS) OR (56) 16d SINKERS FOR FRAME (EA) 6180F 7710-F O 13EAIA TO HU410 OPT HUC410 vd (I 8) IGd d (10) Tod GY2000 HD410 OPT 1104 101F w/ (18) 1 Q d (10) 1 Q G17440 BEAM: NAILS UN7806 NAIL'S UN1U06 BEAM40 H U4 IU VP I I IU 0410 w/(18)TII EN Qd4600 110410 CPT HDI IwFvdO Id)114;3" MASONRY _ 1/4"r23h1"&(IQ)104NNLS U#1800 WEDQEBOLT4(10)10dNAILS U#1905 10BEAM , TO MASONRY/ HU4U OPT HUTAO w/(0) 1 D NALS & (12) 1/4'x23/4' TIrEN(IOAIAS.) C#1d40 G.,I 0OU HD400PTHU401W(0) 10d NAILS 8 JI1G90 CA3000 FRAME OR (12) 1 Gd?, (0)10d (FUR FRAME) Uaaau SYP F UN 1135 SYP M (12)1;4'x23/4' I APCON9(TO MAS.) OR (12) 1Gd & (0) 10d (FOR FRAME) UN1140 SYP-F U411 MIT SYP-M FRAME TO (2) HETAIU OPT (2) HETA20 1035 2035 (2) HrAI60PT (2) HMO M MASONRY 1 -PLY w/ (10) 1 Ud x 1 112" OR 2505 205 I -PLY w/ (10) I Od x 1112' OR 1585 1075 Z VLY 2,d (12) Wd 2 -PLY w/ (12) !lid 3770 3235 HTGM10w/III) lodNAILS AND (4) 1/4"x2 U4' 1010 1175 HTWM16w/(8)IOdNAILS, AND (4) L'4''a1W4" 1145 TO TAPCON3 WEDGE UOLT 1225 OFRAME N MASONRY oil OH HFS.V20 wl(IO)IOd NAILS AND (4) 1/4'x2114" HTWM20,W(I Q1 Od NALS AND (4) 1/4"x1314" TAPCON3 1015 1176 WEDGE -BOLT 1146 1225 ©FRAME TO H10S w/ (8) ad xl 12" NAILS AND (2) 3/3'x4" 015 1085 LUCII wl (8) 8d Al 112" NAILS AAD (2) 1 4AS0N RY TITAV HD 3/8"xl' WEDUE•UULT 005 1065 FRAME TODrr7Lw/(6)1/4"x1112"2,[)S;WOOD O1B-TZvd(8)1/4"x1117"W315WOOD Q MASONRY SCFIEWSANU(1) 112')3 A.T.R. EPDXIED w/ 1836 21.15 SCREWSAND(1) 1441 AT.R,EPOAIEDw/ - la3d SIMPSUN"SET"(SEENUrENM1) SIh1PSON"SEI"(SEE NOTE #4) ROFRAME TU HRC1W(20)IOd:Ql2"NAILSMJD(1)6I8"U AT.H. EPDXIED vtl SItAP50N"SET' HTT4Cvd(20)1Udx21/2"NAL5AND(1) MASONRY(SEE NOFE44 BELOW) 4:175 6090 618"b rl r3l. EPDXIED wl SUAPSON-SET' (SEE NOTE #4 BELOW) 6005 OrRAMC TO HTT41W(18) lwl2127NAILS AND([) 618"9 ATT I. EPDXIED W URAPSON'9ET" ITTr45'rd(18) 10dx2112' NALS AND (1) MASONRY 3040 4235 Nd"U ATEL EPDXIEDNl SIMP`;UN'SET' 416n (SEE NOTE#4 BELOW) (SEE NOTE #4 BELOW) i FRAtAE TU FTULIdE H1U5 wl (24) lUd xt VT NAILS 870 !UID LUQTI v✓ ('23) Ndxl 11'1 NAILS 895 1006 OFRAME TO HM9KT w/ (4)1/4"x1 1/2" SDS WOOD 8Ub RT1UM'J (9) tOdx 1 1/2" NAILS & MASONRY SCREWS & (5) 1!4"x2114' TAPCUNS 805 (4) lld"x 13/T'TAPCQN3 135:1 1304 OFRAMETO V Val a(lo) 114'x3"SDSV/OOD9CREWB$ (1)51d"JA.T,R.EMAIEDw/SIMPSON "SEP MASONRY W 6" MIUL EMBEDMENT 3x55 4040 OFRAME TU (2) VQT W/ (32) 114"X3" SDS WW U SCREWS &(2)6/3'DA.T.R.EPDXIED w/SIMPSON MASONRY '$ E I' w/ 0' MSN. EtABEDnI E N r 0175 714 UFRAME TO VGT w!(10)1/4"A" SDS WOOD SCREWS HOU4-S0328w(10)Ltrl"SDSWOU&D 3286 45115 VUUI I5w/(22)100 NN L&III IAS w(a) FRAM' 6CREV& (1) 518"O A.T.R.5Od (1)5,18"oA 4100 O_ FRM1E TO (2) HTT5 w/(52) I W'x214e NALS 8 (2) HTT45 w/ (52) 164"x2 L2" NAILS FRAME (1) 51S"U A.T.R. (SEE NUFE 441 375 b000 6, (1) N8" U A'T.TL (SEE NOTE 4-1) 5005 (IF 11F Ilnl f:f1NN Ff:Tf1R N(1TF4• 1. CONNEC IALL FLOOR IHUSSES I U IN I ERIOR BEANNQ WOOU WALLS IBEAMS N1 t2) 12d IOhNAIL9. 2. ALL FRUSS TO TRUSS CUNNEOFIUN3 ARE PRO1710EU BY rrt= MANUFACTURER, U.N.0 ON P'AN. 3. Q.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMIINQ PLAN FOR CONNECTOR CALL OUT. 4. FOR 61NOLEPLY'IHUBOEU.SCAB ONFULL HEIQHTSYP #12'x4"TOTRUBUVER TICALWEB w/(2) ROWS or10dNAILS (w3'O.C.8TAQOERCD. Q. tAIN04UM A.T.R EVBEDMEAT: G' EtABFDtAFNr FOR 12"A.T.R 6" EMBFDMFN'r FORCVB'A.T.R. d' FA1BFDtxFNT FVR 718"A.T.R. (IFA'r 6TFP, UEHFH IS FROM LOWEH SLAB). O MINIMALCONNEOrVI1UA0ONFRAMINQPLA4 1. CONNECTIONFUHALLHUUFIFLUUFIrliUSSES'TU MASONRY WALLS/ LIN IELJ/ICF V/ALLS LINO ON PLAN 2. CONNECTION AT 24"Or(32"O.C.PEN LANG VERTICALS FOR ALL FLOORTRU5SESPARALLEL TOMASONRY WALLS SEE DETAIL FUl"3 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLOACF WALL81INTELS 4. CONNECTION FOR At. CONTINUOUS RIM BOARD TO TOP VF AIASONRYAT 32" 0•C IAAX. w/ (2) AT EACH CORNER. Q.C. TU VERIFY LCICATIUN DOES NCYT CONFLICT w/UI (IF APPLICABLE) LAYUU'r 5. CONNECT ALL FLOOR TRUSS E6 TO INTERIOR BEARING WOOD WALL1BEAtAS w' (2) 12d TUNAILS O MIN MAL CONNECTOR UNU ON FRAMING PLAN 1, CONNECTION FOR JACK mUSS TO WOOD WALL OR BEATA © MIINIAIALCONNECIOFi UNOONFHANIINGPLAV 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXr5MGH BEARING WOOD WALLS AND/OR UEAMIS 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'-O" 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 - - - 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 FABRICATION, 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.U.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 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST C.M.U. OR ICF WALL Ir A v 7 �4�' W6. METAL DRIP EDGE SEE TYP. WALL — - - "' �C 2 xSUB-FASCIA SECTION = - _1 IL F^PO�U ¢OCA r ALUM FASCIA z L -1 v) NO U- O F1�31i:i3 ISL O2x BLOCKING NAILED 1x2 MIN. P.T. FASTEN TO _ - � t PN ,�14 Q Z TO TOP CHORD OF EVERY C.M.U. w/ 11/2" LONG U Til L), z' to OTHER TRUSS w/ T -NAILS @ 2'-0" O.C. Q _ y O (2) 10d NAILS AS SHOWN SECURE JCHANNEL - = �TL� `y w @ O.C. ca C) v U 01 " N Ruh~ CONT 2 x 4 NAILED TU 2x4 IF 2x4 P.T. IS USED BLOCKING w/ (2) 12d ATTACH W/ 21/4" CASE HARD NAILS @ 16" U.C. CONTINUOUS VINYL OR 12 cc7�T ALUMINUM SOFFIT ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING DESIGN CRITERIA. MATERIAL CAPACITY TO LISTED ON THE PLAN SET COVER SHEET RESIN THE DESIGN PRESSURES PER FBC2014 R703.1.3 FOR THE COMPONENTS AND CLADDING WIND PRESSURE. TYPICAL SOFFIT SUPPORT DETAIL 3/4" =1'-0" Builder: Afflllatlons: v 7 Lr W6. ALN G P - ••• G c� �C L Q fl 6 ci _1 IL F^PO�U ¢OCA z L -1 v) NO U- O F1�31i:i3 ISL V, 32,1x'Pi cy cp c Cn � Q � sj W ° �,, C. O 'L'l, v:rC2irj•F�y �'D., T. •' .1) o Q) � t PN ,�14 Q Z R •. V,, � U Til L), z' to V -I (y) 0 L �r-� , o u Q 0 y O O D LLL a CQ r. CU O 7 C)0 �TL� `y w (") ca C) v U 01 " N Ruh~ ( �< 0 �ci 1 12 cc7�T O EMU 1= NUMBER V) !) p Q Builder: Afflllatlons: for Humanity' W6. ALN G P - ••• Gae;r;ta Apopka ® Consultants;Iwo �C C we .3n fl 6 ci F^PO�U ¢OCA 8�-ga L -1 v) NO U- O F1�31i:i3 ISL O N 32,1x'Pi cy cp c Cn � Q � sj W ° �,, C. O 'L'l, v:rC2irj•F�y �'D., T. •' .1) LO o a? C 4) CL y l0 m m rni � t PN ,�14 Q Z R •. V,, � U Til .`=(nt' 4 t"IQ,s 'O z' to V -I (y) 0 L t5 11J 1 a' 0) o (Yl 0 - " H m N m0 m (") v . E ( KA PROJECT NUMBER Builder: PO. Box 181010 Casselberry, FL 32718 Phone: 407-696-5855 Fax: 407-331-0504 Web: I HabltatSeminoleApopka.org Plan Issue Date: Ttlursday, January 25, 2018 Revisions. 1 YV I I Job Information: a it MLA %bitat for Humanity' in sf.'ftllrlole county Gae;r;ta Apopka PO. Box 181010 Casselberry, FL 32718 Phone: 407-696-5855 Fax: 407-331-0504 Web: I HabltatSeminoleApopka.org Plan Issue Date: Ttlursday, January 25, 2018 Revisions. 1 YV I I Job Information: ROOF FRAMING PLAN , D �C O A E (� CL c,6 W � � 0 V -I (y) 0 L © o z H m N m0 m ( KA PROJECT NUMBER ® 18-0575 L Sheet: Of: �z6 ROOF FRAMING PLAN , D r^ '! INIMUM 2"x4" ROSS BRACING IEE PLAN FOR )CATION) 3) '12d "ER JOINT vv1Y 111`lvvvJ vvl Ivivl VI Ivitu ui%m situ L A`t MIN. T1301 TYPICAL CROSS BRACING DETAIL PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D ACK TO PREVENT SHEATHING SPAN FROM EXCEEDING TRUSSEf MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2) 12D NAILS SHEATHING AT 12" O.C. MAX SEE PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A A HIP \\ G.T ALTERNATE TO BLACKING STRUCTURAL SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. HIP T11303 HIP / RIDGE BLOCKING DETAIL 1/2"=1'-0" *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING CONTINUOUS LATERAL BRACING - NAIL OVER X BRACE AS SHOWN - INSTALL BLKG, AT TRUSS WEBS FOR NAILING i r i ' SEE ENERGY FORM CALCULATIONS ` ^ ' FOR INSULATION REQUIREMENTS PROVIDE BAFFLES AT EAVE 2 FIBERGLASS SHINGLES OR SEE PLAN I TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT PRE ENGINEERED WOOD PER FBCR 905.2.7 OVER APA -TRUSSES 24" O.C. RATED STRUCTURAL SHEATHING @ BLOCKING (SEE STRUCTURAL NOTES ' FASTENED TO TRUSSES PER ROOF ix, NAILING SCHEDULE) T— —'• TRUSS ANCHOR (SEE PLAN) � X11 ,1 '1 111 111 11 11 I ll 11 11 11 11 SEE PLAN FOR — • CEILING BOARD e• + BRG. Fi r. FELT PAPER OR ` ^ METAL DRIP EDGE ' TRUSS PLATE 3/4" P.T. NAILER r 2X SUBFASCIA p 1/2" DRYWALL SOFFIT. SEE ARCH. PLANS CURTAIN NAILER 8 x 8 x 16 K.O. 1 x 4 P: T. @ WINDOWS LINTEL BLOCK X BRACING - 2x4 SPF OR SYP 1 x 8 P. T. @ S.G.U. O.H. W/ (1) #5 DIA. REBAR & w/ (3) 12d @ EACH TRUSS WEB " SEE ELEV, 3000 PSI CONCRETE PRECAST "U°LINTEL H SEE SCHEDULE u N T602 TYPICAL CROSS BRACING DETAIL 1/2"=1'0" PRE-ENGINEERED 2VERLAP TRUSS BRACING WOOD TRUSSES ---\ A•r LEAST ONE TRUSS 6" SPACE -MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR SPACED AT 10'•0" MAX SYP TRUSS BRACING TB04 TRUSS BRACING OVERLAP DETAIL (TYP) TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2014 (TRUSS PLATE INSTITUTE) NOTE THA T THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS 'THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED 'TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCE55 CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (06,CB,BS) SHOWN ABOVE SHALL BE IN AUDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY THUS$ MANUR SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-C" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-124 NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP, TRUSS BLOCKING DETAILS VERTICAL SCAB 2X6 #2 W/ (4) 12d TOP & BOTI OR HCLR/LL IN PLACE REQUIRED @ RAFTERS B 2X4 BLOCKING BETWEEN —� TRUSSES W/ (2) 12d NAILS 0 EACH END, CONT. EACH BAY ALTERNATING BLOCKING STRUCTURAL SHEATHING — SEE PLAN FOR CONNECTION — B 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS Cd EACH END WALL BELOW (SEE PLANS FOR TYPE) TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL SHEATHING TRUSS SEE / SECTION A SEE PLAN — "DOUBLE TOP PLATE 2x STUD WALL SEE PLAN CONV, FRAMED RIDGE MAY BE NAILED w/ MIN. (4)12d WHEN IT LANDS N'EXr TO PRE•ENG. TRUSS 3 To 4 TRUSS 2x4 AS SHOWN ALTERNATE ninFrrrnnt SECTION B -B 0-12 NAILS o TRUSS DOUBLE TOP PLATE VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4)12d REQUIRED @ RAFTERS GREATER THAN 8'-0" COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPTIONAL) 2X4 SPF W/ (2) #7X3.1/2" WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL MOOD 2x8 #2 SYP RIDGE BEAM AT 8'•0" TRUSS v�v MA.n X — A 2x6 RAFTERS @ 21.0"O.C. MAX. w/ (3)12d COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN CONC. MASONRY 4 FT @ 2'•0" O.C, MAX W / (3)10D STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT T & B CHORD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING TB06 BLOCKING AND CONVENTIAL FRAME DETAILS 3/4" NOTE: 44" MAX. SILL HGT. ON PLAN FOR MORE INFO r FILL CELL (1) #5 DIA ALL BEDROOM WINDOWS. r h REBAR W/ 3000 PSI =CONNECTION INFO. n N CONC. ALL LOCATIONS SEE FLOOR PLAN FOR COLUMN SIZE & BASE SHOWN ON FOUNDATION WINDOW STOOL H C & FLOOR PLANS PER SPECS N u rl (y ® L I l 4- 0 & CONNECTION INFO N PLAN FOR MORE INFO SEE ENERGY FORM FOR rh WALL INSULATION SIMPSON CNW COUPLER LwS01 TYPICAL WALL SECTION - 81, CMU 3/4"=1'-0 SIMPSON DTC W/— (4) 8d NAILS TO TOP PLATE, (2) 8d NAILS @ SLOT AT EVERY TRUSS CROSSING 2 24" 1 2x P.T. E 2x4 #2 SPF W/ (2) 12D NAILS EACH END AT 24" O.C. SIMPSON DTC W/ (4) 8d NAILS TO TOP PLATE, (2) 8d 1/4" MIN. NAILS @ SLUT Ar SPACE TRUSS CRU551NG TRUSS PARALLEL TO NON-BEARING WALL 1/4" MIN. SPACE IOT BY IMPSON /e, jo (t+oG� E6 EY�'F PSj��EF1 WF18 TYPICAL INTERIOR NON-BEARING WALL 3/4" = 1'-0" SIMPSON HUC410 BUCKET SEE ROOF PLAN FOR MORE INFO I ALUM FRAMED WINDOW SEE ROOF PLAN r ' W/ SCREEN =CONNECTION INFO. n SEE FLOOR PLAN FOR COLUMN SIZE & BASE PRECAST CONC SILL WINDOW STOOL H C 0�6 w 2 -° PER SPECS N v a) rl (y ® L I l 4- 0 & CONNECTION INFO ' PLAN FOR MORE INFO SEE ENERGY FORM FOR WALL INSULATION CEMENTIrIOUS REQUIREMENTS L 18-0575 DECORATIVE FINISH 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 X 4 P.T. Of: 17" IN CONCRETE - 25" BASE NAILER EXTEND (ACI 530) ABOVE DETA1 LS SLAB. ALL LOCATIONS SHOWN WOOD BASE SEE FLOOR PLAN ON FOUNDATION PLAN SEE FOUNDATION PLAN FOR SLAB INFORMATION FOR COLUMN SIZE & TOP OF SLAB - - -- - -' BASE CONNECTION INFO H * �\ MFFIT O PT 1 C N A O PT I C N B GRADE 1/2" USB FLITCH PLATE _ SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED II C I ON BEAM SCHEDULE/PLAN Iv SEE PLAN FOR SECTION A -A RE -BAR QUANTITIES r� SCALE: 11/2" = 1'-0" rr SEE PLAN (/ SEE FOUNDATION �( PLAN LwS01 TYPICAL WALL SECTION - 81, CMU 3/4"=1'-0 SIMPSON DTC W/— (4) 8d NAILS TO TOP PLATE, (2) 8d NAILS @ SLOT AT EVERY TRUSS CROSSING 2 24" 1 2x P.T. E 2x4 #2 SPF W/ (2) 12D NAILS EACH END AT 24" O.C. SIMPSON DTC W/ (4) 8d NAILS TO TOP PLATE, (2) 8d 1/4" MIN. NAILS @ SLUT Ar SPACE TRUSS CRU551NG TRUSS PARALLEL TO NON-BEARING WALL 1/4" MIN. SPACE IOT BY IMPSON /e, jo (t+oG� E6 EY�'F PSj��EF1 WF18 TYPICAL INTERIOR NON-BEARING WALL 3/4" = 1'-0" SIMPSON HUC410 BUCKET SEE ROOF AA PLAN FOR MORE INFO I r SEE ROOF PLAN r , ' < =CONNECTION INFO. SEE ROOF PLAN SEE FLOOR PLAN FOR COLUMN SIZE & BASE E OD CONNECTION INFO FOR BEAM SIZE C 0�6 w 2 -° ,o• r v a) rl (y ® L I l 4- 0 & CONNECTION INFO ' PLAN FOR MORE INFO KA PROJECT NUMBER i L 18-0575 ,0 7 vLU S=2 Of: n - DETA1 LS SEE FLOOR PLAN FOR COLUMN SIZE & - - -- - -' BASE CONNECTION INFO - O PT 1 C N A O PT I C N B 1/2" USB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SCALE: 11/2" = 1'-0" AA CD1.• COMMON BEAM ATTACHMENT N.T.S. V C V Affiliations: BID I i Pi '1 Con3ultants: N w .12 a $ ��N Hoqon W 00 CD.v`I a 2" w N O n clrj 04 n - •W ••. ,� �. o 3 e 9 a1 w ;p �.. 0,0 mY iii 43 y L9 v 'ff E 9fIT0ee ' U m U c N 0 N N N x 'o q U C2 N Builder: 1 F,* Habitat for : umanit )rt S�ri,r1'8.�d1r�6�!' CvtaIlY��r m P O. Box 181010 Casselberry, F L 32718 c N Phone: 407-696-5555 Fax: 407-331-0504 V; Web: 'v HabitatSeminolelApopka,org Plan Issue Date: 1-- Thursday, January 25, 2018 Revlsions: 1 YV 2 a I I Job Information: I SEE PLAN FOR I TOP OF BEAM SEE ROOF PLAN FOR BEAM SIZE < =CONNECTION INFO. SEE FLOOR PLAN FOR COLUMN SIZE & BASE E OD CONNECTION INFO C 0�6 w 2 -° ,o• v a) rl (y ® L I l 4- 0 EE FOUNDATION '• • PLAN FOR MORE INFO CD1.• COMMON BEAM ATTACHMENT N.T.S. V C V Affiliations: BID I i Pi '1 Con3ultants: N w .12 a $ ��N Hoqon W 00 CD.v`I a 2" w N O n clrj 04 n - •W ••. ,� �. o 3 e 9 a1 w ;p �.. 0,0 mY iii 43 y L9 v 'ff E 9fIT0ee ' U m U c N 0 N N N x 'o q U C2 N Builder: 1 F,* Habitat for : umanit )rt S�ri,r1'8.�d1r�6�!' CvtaIlY��r m P O. Box 181010 Casselberry, F L 32718 c N Phone: 407-696-5555 Fax: 407-331-0504 V; Web: 'v HabitatSeminolelApopka,org Plan Issue Date: 1-- Thursday, January 25, 2018 Revlsions: 1 YV 2 a I I Job Information: I v I < E OD C 0�6 w 2 -° v a) rl (y ® L I l 4- 0 E 001 z as X t- "mcg N� KA PROJECT NUMBER i L 18-0575 ,0 7 vLU S=2 Of: n - DETA1 LS Line valley by centering 36" wide Waterproofing Shingle Underlayrneequivalent dirt or equivalent directly to ((�� deck. o) � ` 7 U Q n Do not Hall with(n del 6" of Embed each Shingle _ N valley centerline--�- Ina 2" .� C wide strip of asphalt 40 A — raging cement. 1,�„ ,, ¢ z _ 1 1'f'" 11�" to 0 ` - Cut 2" Q.) O ` - ---diagonally off upper 0 corner of trimmed_ _ 4C Q o •U — F_ 6 2 LU C9 sf,� Ir�gie — E V) ZD o2 C9 u `n E F- Vmmam U a) V (2) 2 x 4 LAMINATIONS W/(:1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ti ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 1.6d � ? F= 0_"'V) x c' - COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS Q 0 p) (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) 00 ca Cut shingles 2" USE: ` (D _ 0,162", L> 8-1/2") OR EQUAL (D = 0.162", L- 31/2") OR EQUAL Q U � , ¢ x==I Lt O N()TFS• a� 2 IT : back from ASTM6380 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 -PLY, PROVIDE 1/4"DIA, x 6 1/2" LAG °� Q, valley centerline D1970 OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4'• OF 4) REFERTO NUS SECTION 15.3 FOR � ® Affiliations: [HE THICKNESS OF THE LAST LAMINATION. AUUTTIONAL INFO. � ` • ° P _j P IRD0.1A10 VALLEY FLASHING DETAIL N:r.S.WF37 TYPICAL COLUMNS DETAILS N.T.S. N E ♦ Consultants: T C (d * CRIPPLES MAY/MAY NOT BE PRESENT.P 7, w� a VERIFY HEADER ELEVATION L = a a SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR (4)12d NAILS SHEATHING DETAILS EA. END (-'EE CTD, V•TI IDAI hinTEQ AAI f1 nnnn nnni c cern 1111— o , „ r,�,-,•r-�n SEE STRUCTURAL NOTES DROP GABLE END TRUSS & LOOKOUT RAFTERS HEADER ANCHOR HEADER SUPPORT HEADER & JACK HEADER SIZE NO. & SIZE OF NO. OF JACKS & STUDS RAFTER TIES ey£m vv O05 REQ. Ar OPENINGS SEE PLAN FOR OPENING 2 X4 WALL 2 X6 WALL )ACKS KINGS SIZE JACKS KINGS ZI�C•�LL� 7 Z Ni�6��eZL! y '3wU�•p rrC EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) :4' BUT <9' (2) (3) (2) (2) 101-011- 16' 3 (4) 3 4 HEADER ANCHOR NAILED TO -rap PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES ey£m vv O05 EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 7 yam (�.1%��b",,��•la;•• Z !yllV, Q,z LL FOR O.H. GREATER THAN 12' FOR 12" AND UNDER OU NAILS ")rn cv NAILING SCHEDULE FOR FOR O.H. GREATER THAN 12", FOR 12" AND UNDER AND NAILING SCHEDULE SHEATHING DETAILS -SPACE BLOCKS AT 24" O.C. ,' ,' FOR SHEATHING DETAILS SPACE BLOCKS AT 24 O.C. A7 4" O.C. ' ? <Z,e',� g F- ¢ A2 C ,'� , ti, 2X CRIPPLES @ lfi" U.C. SEE SCHEDULE o A s I -'j A� �� •� W/ SIMPSON SP2 TYP. �` . 9 9�9 ''�• G\� ' ' TOP AND BOTTOM c ° LL �4e. �-- SIMPSON NITS12 @ 2X4 SPF BLOCKING � � � 2 -ROWS 12d NAILS E 2X4 SPF BLOCKING @ , ,' 2X4 SPF BLOCKING @ Io STAGGERED @ art tttttt/�� PANEL EDGES W/ (3) 12d LOOKOUT RAPPERS @ 48" O.C. MAX.w/ 2X4 BRACE@ 4'-0 �� / O �� ' WHEN SPUD LE FACE OR 3 -ROWS ' '° IF APPLICABLE 3 12d END NAILS NAILSLEA. END TO TRUSS I ' SIMPSON fvITS12 @ * LENGTH NAILS EA. END TO TRUSS ( ♦� ,' ,' I O I° 12" O/C EACH NAIL SHEATHING @ 4" O.C. ,' '° EACH END ON CENTER �r �, I 2X6 BRACE NAILED �� • r - �♦ I -NAIL SHEATHING @ 4" O.C. , ,° LOOKOUT RAFTERS IS LESS THAN 12 USE 12d NAILS STAGGERED STAGGERED w 8d I �' �, STRUCT. SHEATHING ,' ,' , `♦ TO SIDE OF GABLE , a, STAGGERED w/ 8d LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x lU 2X6 BRACE NAILED 7/16" MIN. THK. - ' ' TRUSS WEBS I° IF APPLICABLE I �° '� '� `�♦ W 12d NAILS i STUD WRAPPED OVER UR GREATER HEADER NAIL w/8d COM. @ / ° TO SIDE OF GABLE I ,' ,' , , 'POP PLATE 8L NAILED � 2x4 SPF CROSS BRACE ' TRUSS WEBS WHEN �° 3' O.C. EDGES & 6 , @ 4" O.C.WHEN , • STRUCT. SHEATHING TO HEADER EACH SIDE < GREATER T N 3'-0° ;° O.C. FIELD ' ' 2x4 SPF CROSS -BRACE `♦ GREATER f IAN 3' 0" I° 7/16" MIN. TFIK. FILL ALL FLUKES IN @ 48" O.C. - NAIL vr/ (3) I , ♦ , . , , I 12d AT EACH END & AT ' ` '� ' @ 48" O.C. - NAIL w/ I I° NAIL w/8d COM. @ STAP DOUBLE 2 x !#2 N CROSSING AT 45 *y \'. ,� ♦ �° (3) 12d AT EACH END & AT ' ; ' 3" O.C. EDGES & 6" S.Y.P. HEADER W/ 1Ud @ 4 O.C. CROSSING AT 45°x ANGLE , '7` �° O.C. FIELD 1/2" FLITCH PLATE ,' ti U% TfP10d NAILS @ --\ HEADER. (U.N.U.) o ' GABLE'rRUSS ' 10d @ 4" O.C. I .' ♦ FILLING AND BLOCKING AS a �, � ♦ i° NAIL TOP OF 'T' TRUSSES ' , , , CONTINUOUS 2X4 SPF ' TRUSSES I CONTINUOUS 2X4 SPF TRUSSES ` � � , , • �` , � SPANNING (4) TRUSS . ' ' TO GABLE TRUSS ' `♦ ' DOUBLE 2 x 4 BAYS 8 FT NAILED TO ' '° SPANNING (4) TRUSS I �i GABLE TRUSS REQUIRED FASTENED TO o ( ) ' NOTCH BLOCK @ w/2 -12d & (1) CRIPPLE STUD PLEADER W/(2 ROWS ' BAYS (8 Fl) NAILED TO ' �° ( ) OF 12d @ 16")0/C UNLEa� ' SIMPSON H8 w/ 2x4 BLOCKING @ 4" O.C. i.' `♦ i TYPICAL U,N.O. t` 2X4 BLOCKING @ 4" O.C. NOTED OTHERWISE w 12d & 3 12d TO CHORD ;,'� PLATE TOENAILw/ f �° TO—NAIGABLEOTROSS Builder: / O r 3164 ,° 10104 x 11/2" w/124 & (3) 124 TO CHORD ,� �♦ I ,' ♦` ♦♦ , I ♦ ♦ Io NAIL GABLE TRUSS = _ ♦ ` `♦ ' 111/2-12d & (1) _ SIMPSON HGMA10 ♦ SIMPSON MT312 w/ TO PLATE 111/164 @ 1/2" GAP - @ 4' O" O.C. MAX. 2X4 SPF BLOCKING 14104 x 11/2" 2 x 4 STUDS TYP. - BETWEEN TRUSSES SIMPSON HTT4 W/ I a 2X4 SPF BLOCKING 4" O.C. ` ' _ �► JL @ 48" O.C. MAX. .1 BETWEEN TRUSSES (-8) Hab"ta 16d NAILS & A 5/8" NAIL DEADWOOD TO NAIL TRUSS BOTTOM EXPANSION ANCHOR @ 48" U.C. MAX. I •�rF 1/2" x 8" A.B. _ TOP PLATE w/16d C� CHORD TO 2X4 DEAD- W @ 48" O.C. MIN. 1 EXTERIOR =INTERIOR 4" U.C. W000 w/16d @ 4"O.C• op D o / 6" EMBEDMENT U.N.O.Fir1sn9Srtrti�L rgy 2x8 PT a KNOCK OUT BAYS +- IN STEP DOWN U t 'L"Alfk,'k�t r �I,pQpk, PLATE COURSE Fiy R OR 8 1/2 AT GARAGE 0 BAYS = - G MASONRY - 8" C.M.U. SEE SIMPSON LSTA30 vr/ �r Vc HOLD DOWN CONNECTIONS WALL - PLAN FOR REINF. _ _ 14-10d @48" O.C. NOT REQUIRED @ BEARING P.T. BOT. PLATE °J WALLS WITHOUT UPLIFT P O. Box 181010 FRAME WALL OR BEAM Casselberry, BELOW SEE PLAN y, FL 3279 3 GE01 GABLE END BRACING - CMU WALL 1/2" =1'-0" TB14 NON-BEARING EXTERIOR CMU WALL 3/4T-1/2GE05 GABLE END BRACING - FRAME WALL" =1' o" WF09 WALL HEADER DETAIL 1/2° = 1'0° o Phone; 407-696-5655 N PRECAST "U" LINTEL W/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL Fax: LINTEL SCHEDULE FOR REQUIRED 407-331-0504 REINFORCEMENT HURRICANE n n n 1011STD. 90 HOOK ANCHORS HOOK .1 Web: (TYP.) 2x6 #2 SYP P.T. - ° N HabitatSerninoleApopka.org E " ` - ' NOTE: Y L11 nN ey£m vv O05 Q 7 yam (�.1%��b",,��•la;•• Z !yllV, Q,z LL v ® REBAR ON BOTH SIDES N STD. 90 DEGREE ZI�C•�LL� 7 Z Ni�6��eZL! y '3wU�•p rrC '� •j,� Q ��'y FbUr d -Stj OF OPENING U.N.O. CONC. W/1 95 DIA. w 6 MS02 TYPICAL SHEAR WALL SECTION FOR O.H. GREATER THAN 12' FOR 12" AND UNDER OU NAILS ")rn cv NAILING SCHEDULE FOR FOR O.H. GREATER THAN 12", FOR 12" AND UNDER AND NAILING SCHEDULE SHEATHING DETAILS -SPACE BLOCKS AT 24" O.C. ,' ,' FOR SHEATHING DETAILS SPACE BLOCKS AT 24 O.C. A7 4" O.C. ' ? <Z,e',� g F- ¢ A2 C ,'� , ti, 2X CRIPPLES @ lfi" U.C. SEE SCHEDULE o A s I -'j A� �� •� W/ SIMPSON SP2 TYP. �` . 9 9�9 ''�• G\� ' ' TOP AND BOTTOM c ° LL �4e. �-- SIMPSON NITS12 @ 2X4 SPF BLOCKING � � � 2 -ROWS 12d NAILS E 2X4 SPF BLOCKING @ , ,' 2X4 SPF BLOCKING @ Io STAGGERED @ art tttttt/�� PANEL EDGES W/ (3) 12d LOOKOUT RAPPERS @ 48" O.C. MAX.w/ 2X4 BRACE@ 4'-0 �� / O �� ' WHEN SPUD LE FACE OR 3 -ROWS ' '° IF APPLICABLE 3 12d END NAILS NAILSLEA. END TO TRUSS I ' SIMPSON fvITS12 @ * LENGTH NAILS EA. END TO TRUSS ( ♦� ,' ,' I O I° 12" O/C EACH NAIL SHEATHING @ 4" O.C. ,' '° EACH END ON CENTER �r �, I 2X6 BRACE NAILED �� • r - �♦ I -NAIL SHEATHING @ 4" O.C. , ,° LOOKOUT RAFTERS IS LESS THAN 12 USE 12d NAILS STAGGERED STAGGERED w 8d I �' �, STRUCT. SHEATHING ,' ,' , `♦ TO SIDE OF GABLE , a, STAGGERED w/ 8d LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x lU 2X6 BRACE NAILED 7/16" MIN. THK. - ' ' TRUSS WEBS I° IF APPLICABLE I �° '� '� `�♦ W 12d NAILS i STUD WRAPPED OVER UR GREATER HEADER NAIL w/8d COM. @ / ° TO SIDE OF GABLE I ,' ,' , , 'POP PLATE 8L NAILED � 2x4 SPF CROSS BRACE ' TRUSS WEBS WHEN �° 3' O.C. EDGES & 6 , @ 4" O.C.WHEN , • STRUCT. SHEATHING TO HEADER EACH SIDE < GREATER T N 3'-0° ;° O.C. FIELD ' ' 2x4 SPF CROSS -BRACE `♦ GREATER f IAN 3' 0" I° 7/16" MIN. TFIK. FILL ALL FLUKES IN @ 48" O.C. - NAIL vr/ (3) I , ♦ , . , , I 12d AT EACH END & AT ' ` '� ' @ 48" O.C. - NAIL w/ I I° NAIL w/8d COM. @ STAP DOUBLE 2 x !#2 N CROSSING AT 45 *y \'. ,� ♦ �° (3) 12d AT EACH END & AT ' ; ' 3" O.C. EDGES & 6" S.Y.P. HEADER W/ 1Ud @ 4 O.C. CROSSING AT 45°x ANGLE , '7` �° O.C. FIELD 1/2" FLITCH PLATE ,' ti U% TfP10d NAILS @ --\ HEADER. (U.N.U.) o ' GABLE'rRUSS ' 10d @ 4" O.C. I .' ♦ FILLING AND BLOCKING AS a �, � ♦ i° NAIL TOP OF 'T' TRUSSES ' , , , CONTINUOUS 2X4 SPF ' TRUSSES I CONTINUOUS 2X4 SPF TRUSSES ` � � , , • �` , � SPANNING (4) TRUSS . ' ' TO GABLE TRUSS ' `♦ ' DOUBLE 2 x 4 BAYS 8 FT NAILED TO ' '° SPANNING (4) TRUSS I �i GABLE TRUSS REQUIRED FASTENED TO o ( ) ' NOTCH BLOCK @ w/2 -12d & (1) CRIPPLE STUD PLEADER W/(2 ROWS ' BAYS (8 Fl) NAILED TO ' �° ( ) OF 12d @ 16")0/C UNLEa� ' SIMPSON H8 w/ 2x4 BLOCKING @ 4" O.C. i.' `♦ i TYPICAL U,N.O. t` 2X4 BLOCKING @ 4" O.C. NOTED OTHERWISE w 12d & 3 12d TO CHORD ;,'� PLATE TOENAILw/ f �° TO—NAIGABLEOTROSS Builder: / O r 3164 ,° 10104 x 11/2" w/124 & (3) 124 TO CHORD ,� �♦ I ,' ♦` ♦♦ , I ♦ ♦ Io NAIL GABLE TRUSS = _ ♦ ` `♦ ' 111/2-12d & (1) _ SIMPSON HGMA10 ♦ SIMPSON MT312 w/ TO PLATE 111/164 @ 1/2" GAP - @ 4' O" O.C. MAX. 2X4 SPF BLOCKING 14104 x 11/2" 2 x 4 STUDS TYP. - BETWEEN TRUSSES SIMPSON HTT4 W/ I a 2X4 SPF BLOCKING 4" O.C. ` ' _ �► JL @ 48" O.C. MAX. .1 BETWEEN TRUSSES (-8) Hab"ta 16d NAILS & A 5/8" NAIL DEADWOOD TO NAIL TRUSS BOTTOM EXPANSION ANCHOR @ 48" U.C. MAX. I •�rF 1/2" x 8" A.B. _ TOP PLATE w/16d C� CHORD TO 2X4 DEAD- W @ 48" O.C. MIN. 1 EXTERIOR =INTERIOR 4" U.C. W000 w/16d @ 4"O.C• op D o / 6" EMBEDMENT U.N.O.Fir1sn9Srtrti�L rgy 2x8 PT a KNOCK OUT BAYS +- IN STEP DOWN U t 'L"Alfk,'k�t r �I,pQpk, PLATE COURSE Fiy R OR 8 1/2 AT GARAGE 0 BAYS = - G MASONRY - 8" C.M.U. SEE SIMPSON LSTA30 vr/ �r Vc HOLD DOWN CONNECTIONS WALL - PLAN FOR REINF. _ _ 14-10d @48" O.C. NOT REQUIRED @ BEARING P.T. BOT. PLATE °J WALLS WITHOUT UPLIFT P O. Box 181010 FRAME WALL OR BEAM Casselberry, BELOW SEE PLAN y, FL 3279 3 GE01 GABLE END BRACING - CMU WALL 1/2" =1'-0" TB14 NON-BEARING EXTERIOR CMU WALL 3/4T-1/2GE05 GABLE END BRACING - FRAME WALL" =1' o" WF09 WALL HEADER DETAIL 1/2° = 1'0° o Phone; 407-696-5655 N PRECAST "U" LINTEL W/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL Fax: LINTEL SCHEDULE FOR REQUIRED 407-331-0504 REINFORCEMENT HURRICANE n n n 1011STD. 90 HOOK ANCHORS HOOK .1 Web: (TYP.) 2x6 #2 SYP P.T. - ° N HabitatSerninoleApopka.org E " ` - ' NOTE: Y L11 41 Of: Q PATE LENGTHS MUST BE AT v ® REBAR ON BOTH SIDES N STD. 90 DEGREE LLJ O ANGLE 3000 P.S.I. o u� -� OF OPENING U.N.O. CONC. W/1 95 DIA. MS02 TYPICAL SHEAR WALL SECTION N.T.S. REBAR MS01 BLOCK WALL REINFORCEMENT I.T.s. MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. 7 PROVIDE KNOCK -OUT BLOCK FOR FIRST I TOP PLATE SPLICE DETAIL 3/4"=1'-0" • ` COMPLETE CMY COURSE Plan Issue Date; BELOW SILL & FILL SOLID W/ (1) #5 DAR FOR ALL o WINDOW OPENINGS 0'-2" � AND LARGE DETAILS 16" CMU U.N.Q. it Thursday, January 25, 2018 OVERHEAD SECTIONAL PROVIDE 2x4 ON TO Revisions: DOOR TRACK W/ 3/8" X _Ji y 1 1/2" STEEL LAG BOLT TOP PLAFE ATTACH w/ 3" O.C. OUBLE 2x4 S 1 YV TYP. BOND BEAM I, SEE FOUNDATION PLAN (2) 12d NAILS O.C. FOUNDATION 2 SE FOR LOCATIONS PLAN " ` - ' NOTE: Y L11 W/ (2) '/z'x6' Of: PATE LENGTHS MUST BE AT v S-3 LEAST 8' 0" LONG. TYPICAL o u� -� MS02 TYPICAL SHEAR WALL SECTION N.T.S. MS01 BLOCK WALL REINFORCEMENT I.T.s. MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CA WEDGE ANCHOR I TOP PLATE SPLICE DETAIL 3/4"=1'-0" Plan Issue Date; o � DETAILS Thursday, January 25, 2018 OVERHEAD SECTIONAL PROVIDE 2x4 ON TO Revisions: DOOR TRACK W/ 3/8" X OF 2x8 TO BLOCK OUT 2 ROWS 12d @ y 1 1/2" STEEL LAG BOLT TOP PLAFE ATTACH w/ 3" O.C. OUBLE 2x4 S 1 YV TYP. BOND BEAM W/ WASHER. MIN. 6 PER (2) 12d NAILS O.C. TOP PLATE 2 8" X 8" X 16' K.O. TRACK TO JAMB. (SOLID BLOCK w/ 2x6) 3 LINTEL BLOCK ��" FILL W/3000 P.S.I. LINTEL BEAM: - 1 COURSE LINTEL +► 2x4 STUDS/N, 0 4 CONC. W/1 ,.5 DIA. REBAR BLOCK W/ 1 # 5 BAR & 3000 PSI NON-SHEARWALL SEGMENT (5) 1/2" DIA. X 8" 1/2" X 8" A.B. W/2"--_- 0 PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE c1 �0 5 GROUT, MIN. 25" -r� "J" BOLTS WASHERS SET IN ° o Job Information: LAP (ACI 530) FILLED CELL W/ #5 TYP. FILLED CELL NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 r INDICATES FILIIED MIN. 5 PER JAMB. TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. TOP PLATE CELL FROM FTG. TO BEAM WITH 1 #5 TYPICAL SHEARWALL SEGMENT VERTICAL _ b 171 SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W / SIMPSON H2.5A CONNECTOR 2x8 STUD (1) @ EA. STUD TO PER PLAN d BAR PAIN. SECTIONAL X 0.131 NAILS W1 8d 2 'SYSTEM *ONUT (SIM. W/ 2x6 ALL SHEARWALL SEGMENTS REQ D. WHEN QTLATE IS APPLIED STUDS) 2x4 w ` CONSIST OFA FILLED o OVERHEAD DOOR TOP PLATE TRANSITION 12d NAILS @ 3" O.C. E CELL EACH END WITHOUT CONT � — AN OPENING BETWEEN. ' P.T. #2 71 � _ . .• :.{ WOOD SYP 2" X 6" PIPE OR DUCT w/ OUBLE 124 l� O FILLED CELL: •1 `°• : •i' �'p : t TRIM a PENETRATION THRU TOP SPLICE `O CV (n FILL BLK. CELLS WITH 3000 P.S.I. ° TOP PLATE w/ MORE GROUT ONE #5 @ LOCATIONS THAN 50�o OF TOP ROWS 12d " >� o?j ca -O TYP. DOWEL 25" SHOWN ON THE FOUNDATION � " 2x6 P.T. WOOD JAMB — � PLATE WIDTH INSTALL @ 3" O.C. rn = 0) N L L O O MIN. LAP (ACI 530) MIN. CONC, SLAB SEE PLAN AND FLOOR PLAN. i r1 SIMPSON PSPN516Z �; 4) C� Ej LLI CD 4-- PLAN MIN. LAP 25" (ACI 530) w/ (12)16d NAILS TYP. FOR MORE INFO DOOR AND CONNECTION PER ° TOP & BOTT. 4! z @� �-. `� 0 CV (n TOP OF SLAB GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR GARAGE SLAB NOTE: @ALL EXTCONDITIONS . ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. BOTTOM SPLICE OVER STUD o a a m • . •'," SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ KA PROJECT – L , NUMBER = "I TRACK M U N T I N DETAIL O- (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO I �` •'' °* TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS NOT REQ'D. WHEN QT SYSTEM IS APPLIED ° 18-057 SE FOR LOCATIONS PLAN " ` - ' NOTE: Y L11 Sheet: Of: PATE LENGTHS MUST BE AT v S-3 LEAST 8' 0" LONG. TYPICAL o u� -� MS02 TYPICAL SHEAR WALL SECTION N.T.S. MS01 BLOCK WALL REINFORCEMENT I.T.s. MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CA WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-0" DETAILS MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH �` . ` � RESISTIVE BARRIER $ WEATHER RESISTIVE F LAS H I N G REQUIREMENTS ` ^ \ SELF -ADHERED FLASHING ` TEMPORARILY SECURE moi- BARRIER THESE DETAILS ARE GENERIC AND MEANT TO SHOW WEATHERR609.1 �RESISITIVE ' y' DOOR ROUGH OPENING WINDOW UNIT Flashing, prov de the building witha weather -resistant exteriorwalSealants Exterior l envwalls GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. elope. shall The exterior BARRIER TAPE - '' EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD Or CONSTR. SLOPE wall envelope shall include flashing as described in Section 8703.4. The exterior 0 ' SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in wall envelope shall be designed and constructed in such a manner as to prevent ELF -ADHERED FLASHING OVER RIM JOIST AND UP / THRESHOLD OF DOOR AND RETURN (0.6 CM: 30.5 cm) the accumulation of water within the wall assembly by providing a water -resistive � (ASSHAK ED WINDOW) WALL BY 6 IN, UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS barrier behind the exterior veneer as required by Section 8703.2. All exterior finishes shall be applied in accordance with the manufacturer's specifications or U z WEATHER EXTERIOR installation C) RESISITIVE BARRIERSEAL SELF ADHERED FUISHING TOPS OF JOISTS CEMT. FIN. instructions. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO, FSC R703,2 R703.4 Weather z z C UNDER DECKING suBFLooR -resistant sheathing paper. One layer of No, 15 asphalt felt, free �2 SELF -ADHERED FLASHING(SEE DETAIL WP07) from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be N - "I -IE WIRE LATH applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over z to U HEAD FLASHING -IN INSTRUXrIONS: Detail InStl"UCtIOC1S m 1. Cut, fold up & temporarily secure weather barrier header to for flashing installation RIM JOIST the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be Refer to the number marked as ® in each detail that corresponds to the w resistive above allow lapped not less then 6 inches (152 mm). The felt or other approved material shall 0 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: be continuous to the top of walls and terminated at penetrations and building 4 U •U - resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape PAPER 1. Install self -adhered flashing in order as shown by numbers appendages in a manner to meet the requirements of the exterior wall envelope as 2. Install flashing and weather resistive barrier to farm water shedding las g g P described in Section R703.1, s � N O c Cly N N ,_- -(, � E 2 20 3. Self -adhered flashing can be substituted for building paper I � 9 o a 4. Split the release paper using the ripcord (Split release on demand, R703.8 Flashing, Approved corrosion -resistant flashing shall be applied w v U N q w SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM SELF -ADHERED FLASHING WP02 SELF -ADHERED FLASHING WP03 embedded in the adhesive layer) -for ease of installation and to minimize shingle -fashion in a manner to prevententry of water into the wall cavity or scaring cuts N xtl D r p r; c x __v U, FLASHING INSTALLATION AFTER WEALHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER penetration of water to the building structural framing components, Self -adhered 5, Remove all release paper per standard installation instructions and � � membranes used as flashing shall comply with AAMA 711. The flashing shall adhere to substrate using a square piece of flashing material (6" x 6" extend to the surface of the exterior wall finish. Approved corrosion -resistant pp Q a EXTERIOR SHEATHING --� EXTERIOR SHEATHING 3/4"-VBEAD OF CONSTR. INSTALL SELF ADHERED RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE Minimum) flashings Shall ve installed t all of the following locations: 6. Fold as shown by arrows v ® Affiliations: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6", USE LIQUID NAIL BRAND FLANGED WINDOW ADHESIVE SELF -ADHERED FLASHING 0tight 1, Exterior window and door openings, Flashing at exterior window and door 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit opening shall extend to the surface of the exterior wall finish or the water- to comer "- REFER TO TECHNICAL LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOt) resistive barrier for subsequent drainage. Flashing at exterior window and 8. Mechanically fasten as necessary c � I �w Q� ®J Consultants: COMPATIBILITY • ' �'' SCOREDRELEAS door openings penin s shall be installed in accordance with one or more of the a PAPER following or other approved method: SELF ADHERED �' SELF -ADHERED FLASHING, ~ -o �� (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE 1.1. The fenestration manrfacruer's written flashing instructions. m �, N FLASHING EXTEND A MINIMUM 6" VERTICALLY FROM ADReslveAssHONr,I 1.2. The flashing manufacturer's written installation instructions, €'� a w N N ' BOTTOM OF THRESHOLD 1.3. In accordance with FMA / AAMA '100, FMA / AAMA 200, or o , g t : F- o a d `o o0 € N G ' ¢ d ti 2' z Lo 00 s a .' MECHANICALLY FASTEN AS FMA / WDMA 250, � CLNECESSARY N _ ° ° C3 m TH SECTION -A IN CORNERS THROUGH 1.4. In accordance with the flashing method Of a registered design professional � W DETAIL WP02) SELF -ADHERED FLASHING 2. At the intersection of chimneys or other construction with frame or E 0c Qox.kx-o 6v LLI(SEE Z SELF -ADHERED \�\ � FLASHING a \ � stucco walls, with projecting lips on both sides under stucco copings. p J f1 P 3. Under and at the ends of masonry, wood or metal copings and sills. ami 8.� cD ¢ 5 z � � � �° uni G u, � a N o o o ro sr 2 ma e,;. w'M z m 4. Continuously above all projecting wood trim. o A W w ® w OE � F SELF -ADHERED FLASHING 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of h d_at�� NAILING FLANGE 4 woad -frame construction. u¢ W� o DO NOT FLASH OVER 2 O SEAL TOPS OF JOISTS UNDER DECKING 6. At wall and roof intersections. 7. At built-in gutters. w# F 0 p BOTTOM NAILING $ FLANGE SEE DETAIL WP07) 2 7 co c SELF -ADHERED FLA5HINGW � ®� HALF ROUND WINDOW SELF -ADHERED FLASHING W � ®� EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING WPM) INSIDE CORNERo In 3 SELF -ADHERED FLASHING DECK PROTECTOR m SHEATHING 1 7/8" Cement Plaster 7/8' Cement Plaster in accordance with in accordance with SELF -ADHERED ASTMC926 ASTMC926 FLASHING PATCH '-- Felt backed metal Felt backed metal lathe in accordance lathe in accordance Builder: SELF -ADHERED FLASHING \ % DECK PROTECTOR r �:=-�-� with AS rMC1063 with ASTMC1063 F,+ \1 '' Building Paper : Building Paper i tat ' 16O.S.B. ,',' "' •. 7/16" O.S,B. 7/" - �. � sheathing ' . sheathing �' '� for nit DOUBLE �,'� , C SINGLE d JOIST �, .. ., ' , , Metal Keep tap edge Irl' f~rratlrlofe�:>v ty JOIST �SELF SELF -ADHERED FLASHING -ADHERED FLASHING � ' Flashing �\ of weep screed � U, Gfeator Apopka 2" below top of 2 3 1/2" -__- , block P.O. BDX 181010 3" MIN Unperforated ; '' `__ Flange 7/8" - Vulcum (;aSS81i£'1"t'y, O 5 \ Weep Screed s `auk F(° 32718 oink only - 1 Y M Maintain Bottom of Metal Flashing o Phone: SELF -ADHERED FLASHING JOIST WP07 SELF -ADHERED FLASHING W 08 Wee Screed 3-1/2" Unperforated 7/8" Weep Screed\HO.8362x;DECK 1 1/2" 2" 4C7-6964gB55Flange OUTSIDE CORNER to Above Roof 1/2" Cementltious Sheathing Fax: Decorative Finish 407-331-0504 - o,o•o• • w, _ _ _ All Inside and - o Web: EXTERIOR WINDOW UNIT; •0 ' outside corner will • �-� � °' need to be miter \\ •°°• HabitatSeminolleA o ka,or p p CEMT, FIN. cut and caulked all Cement PI - �` \ BUILDING PAPER SLOPE SLOPE in accordanceer '°-•••°o° •�•�•. butt joints need to ASTMC926 .d • becaulked using °••' • Plan Issue Date: SLOPE 0.3 in : 12.0 in 0,3 in: 12.0 in ( 0,6 cm : 30.5 cm) 0.3 in :12.0 in (0.6 cm : 30.5 cm) with •� Vulcum caulk for all over woad 2nd � floor M � Thursda January y, Janua 25, 2018 Revisions: (0.6 cm: 30.5 cm) v 1 YV • Y SELF -ADHERED FLASHING 2 WIRE LATH SELF -ADHERED FLASHING EXrEHIOR o41 CEMT. FIN. m 5 BUILDING PAPER a 1 Job Information: WIRE LATH 1/2" Cement SELF -ADHERED FLASFIIN(;, Plaster Finish WIRE LATH -� : Block 2112" Perforated r E BUILDING PAPER BUILDING PAPER -' . ' . • ••' - '''''�• Flange 1/2" Weep •• -Cement •• °•o• Screed � o3 -Plaster w Q over block ' 2C'4 =_- EXTERIOR 1 st floor \ vi ' CL E tri 2- WINDOW UNIT CEMT. FIN. Install bottom Slab `) N a) � d edge of weep M Q LLJ k+- 0 screed 1" below finish floor v �i I- tzl CV m ro Q -J :D _ OPTIONAL, DETAIL KA PROJECT NUMBER 18-0575 z z Note: o ;Z1 3LLI 3 The building paper and metal lath v Sheet: Of: must be installed over the to of WEEP SCREED DETAIL p �' 7 SELF -ADHERED FLASHING �J�� i 0 SELF -ADHERED FLASHING [] W 1 1 SELF -ADHERED FLASHING WP12 SCALE: NOT TO SCALE the CEMT. FINISH WINDOW HEAD V Y 1 CEMT. FINISH WINDOW SILL �" CEMT, FINISH PARAPET WALL weep screed. WATER PROOF DETAILS Rl'-, 1-7, - ""AllY