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HomeMy WebLinkAbout202 Bradshaw Dr 18-1124; NSFH (A)JOERMITE SPECIFICATIONS: STRUCTURAL NOTES: , R318.1 CAST IN PLACE CONCRETE WIND SPEED (ALLOWABLE) CODE CRITERIA EXPOSURE CATEGORY TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BUILDING RISK CATEGORY II BUILDING TYPE 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" FLORIDA BUILDING CODE 6TH EDITION (2017) ENCLOSED BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE +/ 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY GME IS 15FT, AND PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 AND CLADDING WIND PRESSURES AND SUCTIONS FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) EFFECTIVE REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. WIND AREA IDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) FLORIDA AND SUCTION CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST "THE 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR NFPA NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 (-) VALUE DENOTES SUCTION CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2- TO FORM U.N.O. O TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 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 (+) 21.2 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 3i8 -!L4) O 23.0 AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6". OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD Ok to construct Single Family house as shown on plan. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 30110) (+) 20.3 20 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL.BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ O 26.4QI,, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530.13) NQTE5,,. A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS, TOP ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTIONS PER FBC 105.6 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION tree shall be located in the required front yard. REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY (+) 19.0 WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 3INA ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE " 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION LIQUID BORATE OR BOR -A -COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON (-) 23.9100 APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION NOTICE TO PERMIT--I-INU, PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 O 22.1 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY-TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT CERTIFIED PROFESSIONAL BUILDING DESIGNER (CPBD), CERTIFIED THROUGH THE NATIONAL COUNCIL OF BUILDING DESIGNER CERIFICATION (NCBDC) AND THE DESIGNERS ARE ALUMINUM DESIGN MANUAL- 2015 EDITION' DIAGRAM 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL B. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 91-0" x 7'-0" 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 0 39.5 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 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 U 20.9 ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. NOTES: HAVING JURISDICTION. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA, CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH OF 1900 PSI (f'm = PSI) 2. MORTAR SHALL BE TYPE S CONFORMING TO ASTM C270 -12A. "S", PROVISIONS OF THIS CODE, , 3. COARSE GROUT SHALL CONFORM TO ASTM 0476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA R703.7.1 LATH., 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. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: LATH LATH ATTACHMENTS SHALL BE OF 0 SIGN -RESISTANT MATERIALS. EXPANDED METAL OR H AN12 C 8134 XPAK 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT. ROOF RAFTERS LL/180 TL/120 WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG. i1 GAGE,�NAILS HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1%2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 7/16" HEAD OR 7/8" LONG, 18 GAGE STAPLES SPACE12 NOT MORE THAN B INCHES ON CENTER VERTICALLY** 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS LL/360 TL/240 AHD HORIZONTALLY LRFF• 2017 FRC RT„Q$.7.11. 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 FLOOR I-JOIST* ** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8703.7.2 PLASTER. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR **TL MAX 3/4" PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT THREE COATS WHEN APPLIED OVER 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. *** " TL MAX 1/2 S METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWOO COATS OAWHEN APPLIED OVER MASONRY, CONCRETE. 11. CONSOLIDATE POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION, AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER / GENERAL ROOF LOADING 8703.7.3 WATER -RESISTIVE BARRIERS. LOSS AND SETTLEMENT HAS OCCURRED, GROUT SHALL BE FLUSH WITH TOP OF WALL WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 0 0 0 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 10 SYNTHETIC HOUSE WRAP. 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 TOTAL (PSF) 37 37 45 55 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 8703.4 FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) APPROVED CORO I N -RS TANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF TREATMENTTMENT AND TO SELECT APPROPRIATE CONNECTORS THAT CORROSION. FOR EXAMPLE AC -C A C -D , ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED, ATTICS W/ HEAVY STORAGE 50 EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM EOR OR INDICATED ON PLAN CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: AT WALL AND INTERSECTIONS ROOF DECK: -D, EXTERIOR OR O GENERAL FLOOR LOADING • AT BUILT-IN GUTTERS, FLOOR SHEATHING: &G ACC GROUP 1 APA RATOEDB(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 TOP CHORD LL 40 (PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, PER R604.3 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) 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 SPECIAL FLOOR LOADING -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. GAME ROOM 60 (PSF) COMMMENTS: 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD, BALCONIES/ DECKS 40 (PSF) 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS: LIBRARIES 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, GUARD RAIL ® HAND RAILS (d) 200 (PSF) 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. GUARD RAILS IN FILL COMP. (f) 50 (PSF) 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS.AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. MORE INFO. I WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108.5 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/ 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY GME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR STH EDITION (2014) RESIDENTIAL. (-) VALUE DENOTES SUCTION DIAGRAM AREA O DURING BOND BEAM POUR. (+) 21.2 (+) 21.2 10 O 23.0 (-) 28.3 Ok to construct Single Family house as shown on plan. (+) 20.3 (+) 20.3 20 O 22.1 O 26.4QI,, (� sF�zoning district. Per Schedule J, at least one (1) MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTIONS PER FBC 105.6 tree shall be located in the required front yard. 50 (+) 19.0 (+) 19.0 NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 3INA ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE WHEN SEPTIC FIELDS ARE LOCATED IN THE FRONT OF THE HOUSE, GUTTERS ARE REQUIRED TO DIRECT RUNOFF AWAY FROM LEACH FIELDS 20.8 (-) 23.9100 MISSED, CONTACT THE EOR FOR SUBSTITUTION. _ NOTICE TO PERMIT--I-INU, 17.9 (+) 17.9 O, 19.7 O 22.1 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CERTIFIED PROFESSIONAL BUILDING DESIGNER (CPBD), CERTIFIED THROUGH THE NATIONAL COUNCIL OF BUILDING DESIGNER CERIFICATION (NCBDC) AND THE DESIGNERS ARE DIAGRAM GARAGE DOORS* OVERHANG 91-0" x 7'-0" 16'-0" x 7'-0" 0 39.5 (+} 18.5 (+) 17.7 U 20.9 (-) 19.7 GENERAL PRESSURE0 S N TE 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 IN THE WIND -BOURNE DEBRIS AREA, CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES MASTER REVISIONS DATE DESCRIPTION A--- o .�'Q� FO R� �1 M [�1QN0Y INDEX OF DRAWINGS C� SHT NO: TITLE 1 COVER SHEET 2 FLOOR PLAN z 3 FOUNDATION z 10 4 ELECTRICAL a 5 ELEVATIONS 6 ROOF FRAMING PLAN Q z S-2 DETAILS S-3 DETAILS W S-4 DETAILS _ a WP WATERPROOFING DETAILS o D-V)p W o 2 c OO ash E m cu"a-7 t1 W M: H N 0 U , Q QW y a x C ul Qi h j Q V O o V Affiliations: A! - -T \ ! P B! D." E ® Consultanty E N o m W 2, N Elf- ►- '� d 'n o0 o 00 ed 1 oo o CL O 9�Fo N 9¢, a w N e it � tz�. 0 A Pie - tv 9•. l � z ;V 7S�Ei°io Ow '��MU J10 Le �• R U C o `� a.. • lU LO a s o ; Q \�• r,, LL 12 0, S a� 0 r g ® Builder: N . ,§74 x� for tium It In SmTnofe town«'y' RECORD COPY E P.O. Box 181010 Casselberry, BUILDER NOTICE: D FL 32718 It Is the Intent of Designer/Engineer listed In the titleblock of these a documents that these documents be accurate, providing Licensed 5 Phone: 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 Deslgner/Engineer are not U)Fax: responsiblefor any plan errors, omissions,or misinterpretations 407-331-05504 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 € Web: information found in these plans should be directed to our Quality Assurance Manager at 321.972.0491 immediately. No backcharges HabitatSeminoleA 0 ka.or w(II be considered for reimbursement by the Designer/Engineer p p g without advanced notification and approval by the Designer/Engineer. Payments will be made In accordance to the Plan Issue Date: terms of the agreement, Thursday, January 25, 2018 e Revisions: REVIEWED FOR CODE COMPLIANCE 4 1 YV 2 PLANS EXAMINER 3 r- 4 DATE N M . 5 ro Job Information: SANFORD i3IADING DIVISION Y A PERMIT ISSUI D SHALL_ BE CONSTRUED TO BE A o O LICENSE TO PROCEED WITH THE WORK AND NOT AS a C AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET W ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL ~ '� CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT o ❑ THE BUILDING OFFICIAL FROM THEREAFTER -� REQUIRING A CORRECTION OF ERRORS IN PLANS, m CONSTRUCTION OR VIOLATIONS OF THIS CODE O U a (a j =3 72 m 0 OW m O i..'(�NIPACTION TEST b; LO LL. 0 Lu (N c REQUIRED U) U) (11 ��OCa❑ N ite alts to be Verified h@ O -1 Z:)❑ rrk .Slab Inspection ° ~ < 4 KA PROJECT NUMBER v L! 18-0577 LLJ Sheet: Of: ANFORD N a�A�Rr��c # 1 8 1 1 24 COVER SHEET `6 -- I ( FIELD REPAIR NOTES GENERAL NOTES: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. ': B r GV L I ) t`a�i,`�� ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2+' TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. S. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. cXJ` 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 HIGH STRENGTH EPDXY-TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 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 FLORIDA BUILDING CODE (SIMPSON THE INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR STH EDITION (2014) RESIDENTIAL. i PRIOR TO APPLYING THE EPDXY, ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY FOUNDATION INSPECTION: 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. 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 Ok to construct Single Family house as shown on plan. TO FOOTING ). EXPOSED AND STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. Meets area and dimension regulations for the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)1/4"x 21/" TITENS TO FRAMING INSPECTION: (� sF�zoning district. Per Schedule J, at least one (1) MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTIONS PER FBC 105.6 tree shall be located in the required front yard. GUTTER REQUIREMENTS -- -- - NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 3INA ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE WHEN SEPTIC FIELDS ARE LOCATED IN THE FRONT OF THE HOUSE, GUTTERS ARE REQUIRED TO DIRECT RUNOFF AWAY FROM LEACH FIELDS MISSED, CONTACT THE EOR FOR SUBSTITUTION. _ NOTICE TO PERMIT--I-INU, 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 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CERTIFIED PROFESSIONAL BUILDING DESIGNER (CPBD), CERTIFIED THROUGH THE NATIONAL COUNCIL OF BUILDING DESIGNER CERIFICATION (NCBDC) AND THE DESIGNERS ARE 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 PROFESSIONAL MEMBERS OF THE AMERICAN INSTIUTE OF BUILDING DESIGN (AIBD). THE STRUCTURAL PORTIONS ONLY OF THIS PLAN MUST BE SIGNED AND SEALED BY A EOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. MASTER REVISIONS DATE DESCRIPTION A--- o .�'Q� FO R� �1 M [�1QN0Y INDEX OF DRAWINGS C� SHT NO: TITLE 1 COVER SHEET 2 FLOOR PLAN z 3 FOUNDATION z 10 4 ELECTRICAL a 5 ELEVATIONS 6 ROOF FRAMING PLAN Q z S-2 DETAILS S-3 DETAILS W S-4 DETAILS _ a WP WATERPROOFING DETAILS o D-V)p W o 2 c OO ash E m cu"a-7 t1 W M: H N 0 U , Q QW y a x C ul Qi h j Q V O o V Affiliations: A! - -T \ ! P B! D." E ® Consultanty E N o m W 2, N Elf- ►- '� d 'n o0 o 00 ed 1 oo o CL O 9�Fo N 9¢, a w N e it � tz�. 0 A Pie - tv 9•. l � z ;V 7S�Ei°io Ow '��MU J10 Le �• R U C o `� a.. • lU LO a s o ; Q \�• r,, LL 12 0, S a� 0 r g ® Builder: N . ,§74 x� for tium It In SmTnofe town«'y' RECORD COPY E P.O. Box 181010 Casselberry, BUILDER NOTICE: D FL 32718 It Is the Intent of Designer/Engineer listed In the titleblock of these a documents that these documents be accurate, providing Licensed 5 Phone: 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 Deslgner/Engineer are not U)Fax: responsiblefor any plan errors, omissions,or misinterpretations 407-331-05504 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 € Web: information found in these plans should be directed to our Quality Assurance Manager at 321.972.0491 immediately. No backcharges HabitatSeminoleA 0 ka.or w(II be considered for reimbursement by the Designer/Engineer p p g without advanced notification and approval by the Designer/Engineer. Payments will be made In accordance to the Plan Issue Date: terms of the agreement, Thursday, January 25, 2018 e Revisions: REVIEWED FOR CODE COMPLIANCE 4 1 YV 2 PLANS EXAMINER 3 r- 4 DATE N M . 5 ro Job Information: SANFORD i3IADING DIVISION Y A PERMIT ISSUI D SHALL_ BE CONSTRUED TO BE A o O LICENSE TO PROCEED WITH THE WORK AND NOT AS a C AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET W ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL ~ '� CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT o ❑ THE BUILDING OFFICIAL FROM THEREAFTER -� REQUIRING A CORRECTION OF ERRORS IN PLANS, m CONSTRUCTION OR VIOLATIONS OF THIS CODE O U a (a j =3 72 m 0 OW m O i..'(�NIPACTION TEST b; LO LL. 0 Lu (N c REQUIRED U) U) (11 ��OCa❑ N ite alts to be Verified h@ O -1 Z:)❑ rrk .Slab Inspection ° ~ < 4 KA PROJECT NUMBER v L! 18-0577 LLJ Sheet: Of: ANFORD N a�A�Rr��c # 1 8 1 1 24 COVER SHEET BEARING WOOD WALL SCHEDULE MARK STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP-(plf) 01 BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ® TDP I BOTTOM NOTE: 1. O.C. TYP EACH SIDE BW1 16" (2)16d TOENAILS (2)16d TOENAILS SPF 0 BW2 BEAM SP2 W/ (6)40d SPI W/,(%l0d ROWS OF 12d NAILS ®12" OR (2) SIMPSON HETA16 TO CMU 16" NAILS ',NAILS COL. U.N.O. ON ROOF PLAN, SPF 402 FB -w--3].16" M SP4 W/ (6) SP4 W/ (6) 11,"14" BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST NOd 511/2" NOd 511/2" SPF 571 BW41 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SIMPSON LSTA24 OR (2) M4 SP2 W/ (6}10d SP1 W/ (6)-10d SCREWS 016" O,C• TYP. BW5 181, NAILS NAILS SYP 439 BW6 M5 SP4 W/ (6) 10d X 11/2" SP4 W/ (6) 10d X 11/2" ® 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST 16" NAILS NAILS SYP 665 BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF 0 CONNECTION: PROVIDE (2) M6 SP2 W/ (6)-10d SPI W/ (6)-10d 1 H N . 1/4" x 31/2" SDS WOOD BW8" o NAILS NAILS SPF 535 BW9 GENERAL BEAM NOTES SP4 W/ (6) lad X 11/2" SP4 W/ (6) 10d X 11/2" 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 12'• NAILS NAILS SPF 760 BW10 12" (2) 15d TOENAILS (2)16d TOENAILS SYP 0 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 SP2 W/ (6}10d SPI W/ (6}10d THIS SHEET 3 6> BW11 12' NAILS NAILS SYP 585 BW12 SEE GENERAL HEADER NOTE #5 SP4 W/ (6) 10d X 11/2" SP4 W/ (6) 10d X 11/2" THIS SHEET 5 8> (2) .13/4- X 11 1/4 12° NAILS NAILS SYP 885 NOTE: 2 x 4 WALLS ARE ASSUMED U.N.O. ON FLOOR PLANS * ALL LUMBER TO BE GRADE #2 ** CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED *** SP6'S & SP8'S CAN BE SUB. FOR SP4'S W/ RESPECT TO STUD SIZE TOP OF WALL. SIMPSON SPH4 SEE PLAN _ -: ---= -� - _ TOP AND BOTTOM DOUBLE 2x 2X STUDS PER TOP PLATE i PLAN/ SCHEDULE ABOVE EXTERIOR DOUBLE 2x HEADER SHEATHING FROM OVER OPENINGS W/ IN TOP AND BOTTOM, BRG WALL SEE DET, ATTACHED PER WFO9 FOR MORE INFO. - •-- NAILING SIZE 2x MID -SPAN BLOCKING -,'SCHEDULE W/ (2)12d TOENAILS EACH END FOR WALLS TALLER THEN 8'-0" CONNECTORS TOP & BOTTOM F•F,W7' wPER PLAN2x P.T. W/ 1/2" A B ® 32" .. SCHEDULE ABOVE EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/1•'.•; SEE FOUNDATION MIN, 7" EMBEDMENT PAST STEP DOWN.?? *' PLAN FOR MORE ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C. INFO W/ SAME EMBEDMENT BEG" WALL DETAIL 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. CONTACT E.O.R. IF SP4'S SP6'S OR SPS'S CONNECTORS ARE SUBSTITUTED, TO VERIFY THEY MEET THE STRUCTURAL REQUIREMENTS 5, IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/53,1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS, (NOTE; THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN, 7/16" OSB PLYWOOD W/ 8d NAILS AT 4. O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W1 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 TH H B W 1 BW4 BW7, BW10 THESE WALLS ARE ONLY N SUPPORT H 0 IGT THE OR LOAD AND DON T HAVE UPLIFT, FT, H T E STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFr(Lb) ; C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 11/2" 2145 k ANT. S2 1 q SDS SCREWS C3 (9) 2 x 4 SYP #1 -OR- (4) .16d TOENAILS 0 H3 m, DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4" X 11/2" 2145 SDS SCREWS FC57 C5 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 H� SYP POST SYP & (12) -16d NAILS U = 2200 6 x 6 P.T. #2 ASU66 W/ 5/8" ATR** e = 12000 C6 SYP POST & (12) -16d NAILS U = 2300 0" 8 x 8 P.T. #2 ABUBB W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) .16d NAILS U = 2320 I CO CO 1 g.g S-2CD H6 H � I � 3,5 x 3.5 P.L. HDU5-SDS2,5 W/,(14) 1/4" x CS 1.8E Fb=2400 PSI (WOLMANIZED IF EXT.) 21/2" SDS WS & 5/8" EPDXY ANCHOR, OR ATR** 5645 surfaces. 3.5 x5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" X BMS C9 1.8E Fb=2400 PSI (WOLMANIZED IF EXT.) 21-/2" SDS WS & 5/8" EXOPY ANCHOR, OR ATR** 5645 HabltatSeminoleApopka.org CEO 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDUS-SDS2.5 W/ (20)1/4" x 21/2" SDS WS & 7/8" EPDXY 2'-4" 8'-0" 2'-4" (WOLMANIZED IF EXT,) ANCHOR OR ATR*** 6970 5.25 x 5.25 P.L. HDU8-SDS2.5 W/ (20):L/4' x C11 1.8E Fb=2400 PSI (WOLMANIZED IF EXT.) 21/2" SDS WS & 7/8" EPDXY ANCHOR, OR ATR*** 7870 12' 8„ 0. 7x 7 P.L. HDUS-SDS2,5 W/ (20)1/4" x 38'-0" a1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY Monday, April 30, 2018 (WOLMANIZED IF EXT,) ANCHOR OR ATR*** 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH, STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37 4. MINIMUM BOLT EMBEDMENT; 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR S.EMBEDMENT FOR 7/8" ATR S. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT 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 2 NAIL DIA. -LENGTH NAIL SPACING 8d 0.131" X 2 V2" 0.131" X 2 1&' SEE PIAN RING SHEATHING Z! 3 SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0,148" X 3 t/4" 0.131" X 31/4° r� NAILS & TOP PLATE 12d 0,148" X 3'A" 0.131" X 31/4" 8' O.C.(COMMON) STUD WALL ' Job Information: 6' O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0,162" X 3112" 0,131" X 31/4" (2) 16D(COMMON) SEE PLAN 3 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS dA (21.2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) Ids VI ,� OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) 01 BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ® ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU NOTE: 1. O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 02 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS ®12" 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) M OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) 11,"14" BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O O,C• TYP EACH SIDE COL. U.N.O. ON ROOF PLAN.. -_ ,Vj (2)-13/4" x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb-2600 PSI., NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O,C• TYP. OR (2) SIMPSON HETA16 TO CMU 1. R302.6 (table 302.6) If water based ceiling texture EACH SIDE. COL. U.N.O. ON ROOFPLAN. (2) -13/4" x 117/8" LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2} M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) ® 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST Framing, or 5/8" gypsum board for 24" o.C• Framing. SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. Note 1/2" sag -resistant gypsum board may be used I.L.O. (2) -13/4" x 16"'LVL - - - - Of 5/8" gypsum. 5/8" type "X" gypsum board must beN 2,0E Fb-2600 PSL NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1 H N . 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST o SCREWS 0 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU ducts penetrating the walls or ceilings separating the 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 WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS 1 6> (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 Into the garage. W/ 1/2" FLITCH PLATE THIS SHEET 2 e> (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 13 g L W/ 1/2" FLITCH PLATE THIS SHEET 3 6> (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 protected by not less than 1/2 Inch (12.7r -nm) gypsum board or equivalent. W/ 1/2" FLITCH PLATE THIS SHEET 5 8> (2) .13/4- X 11 1/4 ATTACH TOGETHER W1(2) ROWS 1/4'X3 112` 8'-0" CLG. AFF I CONC. SLAB 1 LVL 2.0E Fb= 600 P 2 SI S SDS WD SCREW 0 16" O.C. TYP. EACH SIDE H6 3 -2 1 O X 2 #2 SYP W! ATTACH TOGETHER W/(3)ROWS 1/4"X31/2' (2) 1/2" FLITCH PLATE SDS WD 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 LU 1"�IT: 1 EA. END EA. END EA. END EA. END d (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 0F HEADER REQUIRED UIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND. FOLLOW I STRUCIONS WITHIN BEARING WALL SCHEDULE LE FOR REQUIRED CORRECTIONS LINO ON PLAN 3; IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 I 5, FASTEN ALL MOLT -PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 3 140 MPH OPENING PRESSURES oor from garage Into house must be a minimum 13/8" solid wood door, solid or ENCLOSED - EXPOSURE B dA +21.2 /-23.0 +21.2 / -28.3 O+20,3 /-22.1 (D-0 +20.3 / -26.4 01 +19.0 /.20.8 �� +19.0 / -23.9 ® +18,8 / 721.3 +18.0 , -20.1 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND 3050 SH SPEED. THE WIND PRESSURES LISTED ABOVE ARE o "ALLOWABLE" PRESSURES Z r co 3 Z WALL LEGEND a. I R, Z f ,.ew n i'1 T ,w W✓ a ! r -�'4fl, , bh.d,a+✓IY,,u� • p ,u:•,4ti G w V) 0 FRAMED WALL . W I (TS p, BEARING FRAME WALL 46 9 0LU 7 0) 0N00 71 -U.4 26'-0" oor from garage Into house must be a minimum 13/8" solid wood door, solid or ;?o 12'-0„ _._J M 0 < W-11" FRAMED WALL W/ BRICK VENEER00 5'-1" 01 01 <Hl>�� S02 S3 O °C,)� ., 4. R302.7 Any accessible space under a stairway shall 3050 SH w 1- o GARAGE 225 be protected with Ihgypsum board. FRAMED WALL W/SIDING �rcl:,g Nq t ' 4{ n O I EGRESS m U the home to the pool shall be equipped with an exit, PORCH 170 Y a�� e alarm complying with UL 2017 that has a minimum 10'-6" SIP PANEL WALL W/ SIDING 11,"14" iJL OF A/C COMP. op d I z O (! IN FIELD W/BUILDER -_ ,Vj ® Affiliations: GENERAL NOTES BID .' IBEROOM 02 13ROOM #1 1. R302.6 (table 302.6) If water based ceiling texture c"' 8'-0" CLG. TYP, 2x6 2 SPF STUDS CARPET material is used, Provide 1/2" gypsum board for 16" O.C. CARPET ip 'N� ® Consultants: Framing, or 5/8" gypsum board for 24" o.C• Framing. DET. WF66 ON SHEET Note 1/2" sag -resistant gypsum board may be used I.L.O. Q.T. ;.4; _ ,...� - - - - Of 5/8" gypsum. 5/8" type "X" gypsum board must beN 8-2 FOR MORE INFO. � m t � 00 installed on garage ceiling beneath habitable room(s). 1 H N . m HANsoN i�ox = m 2. R302.5.2 Duct Penetration. Ducts in the garage and o Q M N J SIM. W/ 2x6 ducts penetrating the walls or ceilings separating the a r. s gaol O cpv�l - Garage beneath rooms shall be separated from all dwelling from the garage shall be constructed of a min- c � y 0) N V 9 � 8 !mum No. 26 gage (0.48 mm) sheet steel, 1 inch min- habitable rooms above by not less than 5/8 inch 6 to 6 w ,,; � ° •g•� - - . r !mum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings a g � � y fn� is� d ¢ (15.9mm) type X gypsum board or equivalent. Where Into the garage. �.__ Z '8- 3 a a, F w LL o 0 3 R302 51 D a 13 g L 26'-0" oor from garage Into house must be a minimum 13/8" solid wood door, solid or ;?o 12'-0„ _._J M 0 < W-11" 16'-0" 5'-1" 01 01 <Hl>�� S02 S3 O SCALE _ 1/4„ 1'-0" LIVING AREA 72818-0577 4. R302.7 Any accessible space under a stairway shall 3050 SH r- y ., ; • • 3050 SH GARAGE 225 be protected with Ihgypsum board. E �rcl:,g Nq t ' 4{ C �. a EGRESS... I EGRESS thr the home to the pool shall be equipped with an exit, PORCH 170 VERIFY LOCATION alarm complying with UL 2017 that has a minimum 10'-6" 3'-8" 1 11,"14" ukl OF A/C COMP. op d I z (! IN FIELD W/BUILDER -_ ,Vj N tr �; .' IBEROOM 02 13ROOM #1 8'-0" CLG. a 8'-0" CLG. TYP, 2x6 2 SPF STUDS CARPET CARPET ip 'N� 016" O,C, SEE - DET. WF66 ON SHEET ..._._ - .- _ - _ ...._.,.. _ '"' Q.T. ;.4; _ ,...� - - - - ao 8-2 FOR MORE INFO. � m � 00 j �; m HANsoN i�ox = m 00 --- _ _ G.T. SIM. W/ 2x6 " V.T.W 36 AFF Garage beneath rooms shall be separated from all _ ATT .�1 1- K ri, m A C S5 00 1 I G7 habitable rooms above by not less than 5/8 inch a - - . r (15.9mm) type X gypsum board or equivalent. Where nWH 3 -8 3 -4" 4'-2" 4'-0" 2 I W III 1 D 112'-4"1'1`111'1' w o 4 �I 2668 a -._ jL_ _, N 00 N 0)n` protected by not less than 1/2 Inch (12.7r -nm) gypsum board or equivalent. ' UTILITY / 0'-0" C G. Op C0 00 8'-0" CLG. AFF I CONC. SLAB 1 . R 1 2. 2. S. 3 1 Window sills In dwelling units where re the o R/SH N opening of an windowIs 72 Inches 1829 the finished 3 � 1 =r. ��' ` % mm above grade or ( ) e �(' :rF 3068 MS'S• LU 1"�IT: 1 M 16" RAISED BAR In scm,).i0) 1w01,fr 1 2 9 d 1 8' 0" LG: TOP 42" HIGH W/ ryi 1 . VINYL r 1 1 KNEE WALL BELOW t'J 1' I I -7- I( 1 vi 4 (; 1 I e/ `� �j 1 z t� 11 I " K i m O ��1 o f LIVING d 8'-0'" CLG, �i CARPET ROOM � a 8 p CLG. AFF n C 11 E SO �I u' sphere cannot pass. o S3 1 ; f ; 10'-6" ,o FL 3271$ 1 - - BUII+T IN OPT F09 " F09 °P �1 k ANT. S2 1 q S2 "coo ID/W x � � 5� H2 ; �• �Q1 H3 m, 1 roof diahragm nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. 3050 SF� �R� H� (2) 3050 SH((v`�l Fax: ' 1 11. EC: R402.2.4 Access doors from conditioned$paces '`./ �0T31; D�i�%4 V 0" 4'-6" k � IF 111 111 I COY PORCH 1 �., TYP. �' R ffi-2 C6 8'-0". CLG. AFF nl I CONC. SLAB spaces) shall be weatherstripped and insulated to a k x. I CO CO 1 g.g S-2CD H6 H � I � 111 I _ _ ----__'-------=�=-= - =------------------ '------=-=----------- y a . - ;,',ti Q surfaces. 8070 :,5.,. r BMS BM3 BM3 12. Laundry Note: (Unless noted otherwise) Provide dryer OVERHEAD GARAGE DOOR HabltatSeminoleApopka.org 8,-4" 8'-4" 8'-4" 2'-4" 8'-0" 2'-4" r.4" (washer unit to be always on left side when facing 01 25'-4" 12' 8„ 0. 14 38'-0" 01 AREA CALCULATIONS oor from garage Into house must be a minimum 13/8" solid wood door, solid or ;?o 0 ¢ s� k ,�+ n a ••. �, �� _._J M 0 < honeycomb steel door, or 20 Minute fire rated door. NUMBER = o` 01 0 A ❑ " " SCALE _ 1/4„ 1'-0" LIVING AREA 72818-0577 4. R302.7 Any accessible space under a stairway shall Z r- y ., ; • • _ GARAGE 225 be protected with Ihgypsum board. E "' • r„ �`/ C �. UTILITY 92 5. All doors and windows providing direct access from z the home to the pool shall be equipped with an exit, PORCH 170 alarm complying with UL 2017 that has a minimum FLOOR PLAN sound pressure rating of 85 db a at 10 feet. The exit , , ; y•m> alarm shall produce a continuous audible warning when thdoor or wi o r e nd w are o ened. o -_ ,Vj 6. Bathroom exhaust fans must vent to the exterior of a the building, exhaust to attic space and sofflts Is not acceptable. 7. R302.6 The garage shall be separated from the ao residence and it's attic by not less than 1/2 -inch 00 (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all 2 habitable rooms above by not less than 5/8 inch a (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the 2 Builder: structuresupporting theseparation h II also N protected by not less than 1/2 Inch (12.7r -nm) gypsum board or equivalent. U) 0 c w . R 1 2. 2. S. 3 1 Window sills In dwelling units where re the opening of an windowIs 72 Inches 1829 the finished 3 � 1 =r. ��' ` mm above grade or ( ) surface below, the lowest part of the clear opening #� In scm,).i0) 1w01,fr 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 mm) shall be fixed or have openings through 4 mm) P.O. Box 181010 which a -Inch -diameter (102 E SO sphere cannot pass. Casselberry, S3 9. R308.4.2 All windows within 2'-0" of doors and in ,o FL 3271$ shower or tub areas will be saftey tempered glass. °P 10. Ceiling for exterior entries and covered porches to a Phone: have 7/16", span rated OSB nailed per zone onto 407-696-5855 roof diahragm nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. Fax: ' 11. EC: R402.2.4 Access doors from conditioned$paces �0T31; D�i�%4 to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a o : level equivalent to the insulation on the surrounding o W@b� Q surfaces. * N 12. Laundry Note: (Unless noted otherwise) Provide dryer HabltatSeminoleApopka.org vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing Plan Issue Date: units) hanson box 0 36" aff Monday, April 30, 2018 Revisions: w 1 YV 2 Z! 3 ri N 4 r� 5 'o Job Information: 0 7 •i E -m O U O le +� -o c c� 0 y o Vy) 0° o C3 - Lid LI_ U W CN - " j N .MM" 12 ~ J W LJ CN IU U O Q AREA CALCULATIONS >_ 0. r- _._J M 0 < KA PROJECT NUMBER FLOOR FLAN 0 SCALE _ 1/4„ 1'-0" LIVING AREA 72818-0577 Z _ GARAGE 225 x v Sheet: Of: UTILITY 92 `` z PORCH 170 FLOOR PLAN TOTAL 1215 S.F. (*)SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES FOOTING SCHEDULE IF GREATER THAN 24" CONTACT EOR OR IF GREATER THAN 24" CONTACT EOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION UNLESS NOTED OTHERWISE MARK 51zE DEPTH REINFORCINif GGR,avITv 8., CAP, Lbs] REINF: OPTIONAL CURB FOR VARIES 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE FIA 1'-0" X CONT. 11•0" 2 #5 E.W. BOT. 2000 GRADE. SEE PLAN F,F,.,_ _ MASONRY @ELEV. 0'-0":,- LAPPED MIN. B" AND SEALED. 2n 4 .�,_ *• v -,� W/ (1) - 45 BAR CONT. i •°y` � 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MININUM .75 LBS F2,0 2'-0" X 2'-0" 1'•O" 3 #5 E.W. BOT. 7200 d 00 a • ` * a - ' OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE • '� %.� C ' - ` a CONCRETE. IN ACCORDANCE 1N/ MANUF'S INSTRUCTIONS AND NER-2$4 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER MIL VISQUEEN 2^ F2,5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000: VTR e z - : � ., • •�, LiE: 6 VAPOR . - . ^" • .� n n � 2 STORY: 20 X 20 BARRIER &TREATED FOR TERMITES. 2 " T O ).�",.1 r W - # NT. N SEE PLN 3 0 INDICATES FILLED CELL W/3000 PSI CONC, FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB, HOOKED FTG F3.0 31-0" X 3'-0" 1'A" 4 #5 E.W. BOT. 15600 � LOREINF. r Z r• u; 16" (2) #5 REBAR (2) # 5 REBAR DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB, Fs.S 3'-6" x 3'-61. 11•0" 4 #5 E.W. BOT. 21500 m Z BEARING 16„ 4 CONSULT W/ MANUF, SPECIFICATIONS PRIOR TO POURING OR c Z FI41101 SINGLE STORY FTG / 10 �M02 SECTION @GARAGE 1/2 1-0 RECESSING. DOOR SILLS OR SLIDING GLASS DOOR SILLS. F4.0 �'-0^ x 4'-0~ 1'-0^ 5 #5 E.W. BOT. 28000 TUB � Q ,� OSLOPE MAY VARY 24 MAXIMUM DEPTH. 5 EXTERIOR SLABS SHALL -SLOPE 1/12" PER FOOT AWAY -FROM HOUSE U,N.O. ON PLAN. n i, W/�+" F4.5 A'-6 X 4'•6 1'-4" 5 #5 E.W. BOT. 34500 D DBL SINK LAV e � q, •p HANSON � o � Q" — IF GREATER THAN 24" CONTACT EOR OR REFERENCE FMASW FOR STEM WALL OPTION g CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED. BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR F5,0 5'-0" X 5'-0" 1'-4" 6 #5 E.W, BOT. 42500 + � BOX z7 � O_ IN EXTERIOR CONDITIONS), CONTROL JOINTS TO BE 1/$" SAW CUT . REINF, REINF. 311 � PLAN SEE PLAN F6,0 6'-0" X 6'-0" 1'-4" 7 #5 E.W. BOT.' A DEPTH OF I/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ 6.500 W ,SEE �F� F. 7 APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. NO WOOD STAKES PERMITTED IN FOUNDATION, 3„ A" 3" •C"'I o °0 I.x •:=,. ;*�:., - - a0 " " ''� "• PENDING � Lu E E ' " " '_L. - -•. .%'f LL 11 t. * ... : •., +� "" ( � $ SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. (1) #5 REBAR 7 CONT. 9 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 70 SANITARY # 5 REBAR SEWER 00 :I;; a 20" (3) 10 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT a THROUGH SLAB PLUMBING RISER nn t , r V Q cDn 4 � /2" =1'-0" FM03 THICKENED EDGE !L/2 -="-O"' FMOS 2 -STORY FTG. 11 PROVIDE 4 STEPDOWN TO SIDEWALK FROM ENTRY o „�,�bs,u ;•'v,.<p a •',� , ,. ® Afflllatlons: ' 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: N.T.S. SLOPE MAY VARY 24" MAXIMUM DEPTH, IF GREATER THAN 24" CONTACT EOR OR 2x BRG. WALL {SEE FLOOR PLAN FOR 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 .c � ,�, "� �] � REFERENCE FMASW F064 STEM WALL OPTION � D D. " MORE INFORMATION) ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION NOTE: THIS IS A SCHEMATIC DRAWING ONLY LICENSED 0 Consultants: PROVIDE 13 WIDE FRONT WALL DESIGN. SOIL TO BE COMPACTED t0 AT LEAST 9535 OF MAX: " " E RECESS AT GARAGE OF GARAGE DRY DENSITY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLUMBER TO PROVIDE AND OR MODIFY FINAL PLUMBING DOOR. EXTEND 6" BEYOND PLAN HAS BEEN F.Q.M. EACH END, TYP. GAR. FIN: FLR. DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF, RISER To COMPLY WITH CURRENT CODE. 5 r � � w_ Ise �� N� � �411 .� �, ALIGN DRIVE W/ BOTTOM OF r: r � 2 STORY: 20" X 20" RECESS &PITCH DRIVE s ^. 11 1611 (2) #5 REBAR CL � � N p p"• r`w -" u.i 4 CONC. DRIVE W 1/2" EXP - 5 QO NT, / 16" 2 STORY:.20" X 20" W/ #5 CONT. d LL!. N � a. 8 Lj JOINTS 10'' O.C. TYP. 2 #5 REBAR O (3) - r a � Z eeQ �� FM09 SECTION � GAR. DOOR. 1/2"=1'-0° FM10 INTERIOR BRG WALL, 1/2°=1'-0" 12 01 � �'.� J Q,:Y•:. ow -51 � 2x BRG. WALL FLOOR PLAN � ^ .'� ., � U U• �.� LN,� ~ � 2 STORY: 20" X 20" (SEE M19 /FM01 o �.� ! ❑ � � " `� W/ (3) - #5 CONT. FOR MORE � , �`� �'� INFORMATION) CORNERS EE PLAN 29--- 'SEE PLAN -------------------------- VERIFY LOCATION �. •- r: ------------ --_------- -------- OF A/C COMP. � 'o N . . ��� Ir; `n IN FIELD W/BUILDER � , °°.,..1' i 1 i II I A/C COMP PAIS c _ 8" �4" I �"•�d I ��'�� 4.. CONC. SLAB � 4" 16" 4" 2-#5 REBAR . � W/ 8" X $" THK'N C cn N ' r � r EDGE 00 FM�.1 STEP DOWN BRG. 1i2" _ �.'-a' FM�.2 STEP DOWN, NON BRG. 1/2" � 1,-0n �. � N cD � FM01 � m Q o SEE PLAN 3 om m � OPTIONAL CURB SLOPED GROUT . SEE PLAN � = ® Builder: OR MASONRY AT TO DRAIN 4"x 4"x 16" ELEV. 0'-0" WITH n PAVER CURB (1) 45 BAR CONT. 8 (G,C, VERIFY) /-F. Q c0 • " •` TYP. SEC. 5o a HVA CHASE __-------__--, - .r -.--r-- ------------------- � �. A F. REINF. • �; • " - _ (SEE PLAN) r ... � 2 #5 CONT. b , I I1 \ I � If � —�I '\ WH � 11 W 11 ' FM01 � 3 - INSTALL LINING EN T BARS ' v r luman PER wV. iMATERIALS MIN. 25„ LAP SPLICE r IIIII In sow,f0 " FBGR P2709.2 T W/C 8'7” c`° IC'I MUDDED FLR. SLOPED TO DRAIN 16" MIN. 4 I 00 I Ii 11 i �, LV rr—r_ FM12 r ,AdA; #5 CONT. N _ HVAC II r E P.O. Box 181010 FM14 SECTION @RECESS SHOWER a/z": a.' -Q" FM18 TYP. STEP FTG. DETAIL 1/2"=1'0" " �-''� II •--------------------- `-------- ----_----_____' -o----- �_=`c_ ------= � --------� T � Casselberry, �f O QP 0 STEP DOWN 4" r oQ c FL 327'18 ALTERNATE: ' REINR � 3 I ' � I I THE REINF. BARS SHALL BE •:, ' ° #5 CONT REINF. ' SEE PLAN GRADE r , r o Phone: CONTINUOUS AROUND CORNER - `, �> SEE FND. FOR \ BY COLD BENDING THE BAR WITHUANTITY '-0"i 3'-1" 3'-4" 7F -5n 10'-2" i 12'-0" i 407-696-5655 MIN. BAR LAP OF 25" a Q so '' I i #5 X 25" X 25"ED FAX_" :b CORNER BAR ONE N ';~ r \ . ..: FOR EA. HORIZ. b " r ' a 407.331-0504 REBAR, TYP. U.N.O. -! i zo (2) #5 REBARi tl tii ' FM02 N u 6. m¢ Web: •, A/C CHASE � � Cn � °-' HabltatSe minoleApoplka.org ti ; 9 ;t : , 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM01 Plan Issue Date: g °- Q ; FM19 TYP. CORNER BAR DETAIL 1.1/2"=1'•0" FM 23 TYP. FND PENETRATION 1/2"=1'_0" HOSE �.-------------------------------- -----�____-___--- ------ :-----. _-; BIBS � , -r Monday, Apra 30, 201$ r Revisions: STEMWALL SCHEDULE i 36"X64" #5 CORNER BAR— AR N 1 YV STEP STEP D WN @TOP OF FOOTING (TYP. � .R STEMWALL FOOTING DIMENSION, MAXIMUM F.C. SPACING (O.C.) i i @ GARAGE) ;t 2 NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL - i r CO CO a 3 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS a674# 6'-8" 09 TYP. @PORCH � � N 4 5 �2'-0"3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" ' _ i >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" i 303 FMO9 3 ; o Job Information: CL r , W/ (5) #5 BARS CONT. >4'-0" - $'-4" 16" 16" 48" 4$" 1162# 2'-$" , , ,--------------- -------- - - r Y & #5 @ 18" O.C. TRANSV. --------------- _--- --- ---- 1-___-_7--------- __ - - n $ i SEE FOUNDATION PLAN ,, O FOR F.C. SPACING ABOVE SLAB LEVEL - - ' - - - ' _ _ TYP. ' E - NOTES: F3.0 1, VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS JAMBS WALL$' -4 8' 4" 8 4" 2-4"_8'-0 2'"l(' W SEE CHART ABV: -MAX. F.C.;� �� INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM 10 o O �' U) SPACING STATED IN SCHEDULE 4" SPACING (O.C.) A^ i W.W.M. TO BE TIED TO #5 2. REQUIRED NECTON BETWEEN SLAB AD25 CONICAN 4 r n 12 8 C . '�VCRT. F.C. ARV, FDN. CONT. REBAR ' ' PER PLAN SPACING WALL TEM WALL EXCEEDS 0"TFIBERMESH NOT BE USED ANND L W EN SC #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO L0 W O 113] (1) #5 HORIZ. CONT. TIED TO , � s n 38 -0 � � 0 EA, VERTICAL REINF. BAR EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM C Lf) LL. U W N #4 TURN BAR @ STEM #g 3, IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO co 0 GREATER THAN CONSTRUCTION FOR MORE INFORMATION "� Q) �.. '�' (Yj Q U5 4WAOLS " r (1) #5 HORIZ. CONT. TIED TO " a m ° � a � � EA. VERTICAL REINF. B m 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE FOUNT t ro o m .i: ° �"' 0 J p Q J m w Q p n +16" FIN GRADE- 8" MIN. I V c• n x S. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16 1 KA PROJECT NUMBER TO TOP OF „ O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 18-0577 STRIP FTG. m �° m o.c. TALL (TYPICAL ALL CORNERS) ¢ ° SCALE = 1/4" = 1'-0" Q m COMPACTED CLEAN FILL i-. ' s e : , . �'' 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS IN MAX 12" LIFTS "• •' TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE, UJ STRIP FTG. w/ QTY of *SEEN TE 5 MIN. COVER 0 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. Q �°_ Sheet: Sh t: Of. . REINF, PER SCHEDULE d b 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE r Z (3 SHOWN) AT LEAST 12" BELOW THE UNDISTURBED G ROUND SURFACE. AS RE D WHEN STEM IS OVER 4'•0" TALL 9. EXTERIOR SHORING BY CONTRACTORREQ'D +• FMASW STEM WALL SCHEDULE NTS FOUNDATION PLAN NIC .1/4" PL, GLS. MIRRORre O ` °c BARTOP Q SINK ' Orr) BACKSPLASI-[N LL. znlLn �- o :J o❑ opo ❑ z o CN N Z o O "t CU 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 /A BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF —---- _____-N GARAGE GENERAL PURPOSE 42" AFF LOA® CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEI''j',� C_\ LES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 728 x 3 N ¢ n = 2184 APPLIANCE ClRrwUITS 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 100 GEN LIGHT'G & RECEPT. + APP. CIR. 30,634 SUBTRACT 100 % OF FIRST 10,000 10,000 ® A= 20,634 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 aIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 20,634) = 8,254 +100°6 OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 38,254 WATTS DIVIDED BY 240 = AMPS w CALCULATED SERVICE AMPS = 160 WP GFI 1: RANGE 2" AFF 0 ' Z 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. Z o 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR.Z --I 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT Q 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. ¢ j Z = 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FAC R314A AND LISTED 'D �I V" IN ACCORDANCE WITH UL 217 f° W 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO o I ~' w BACKSPLASH PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT d —r 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS p 'i, j — IT N M SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14, SUCH 0 w E .m[ DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, N C F. E O STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND L� �_ U O Lu - VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. o " M Q 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS I— N c] 00 SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. a 0 9 KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS `y U a REF. 10. IN NEW CONSTRUCTION SMOKE DETECTORS SHALL BE HARDWIRED INTO AN�� wm 2 Ca t , �v 9 , t,,,r Q N ¢ n P.O. Box 181010 A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED Cassolberry, a off. o ® Afflllations: N cn BATTERY BACKUP. IS 407-696-5855 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, , VENTILATION VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE.j :E II I Fax: 407-331-0504 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO JL._ - - J •='1 O THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 E ® Consultants: THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 DEET, AND Wa U EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE U) o Lu A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. w J O 13, ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' 1F THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE w _ Lu o ,�w z oo 8 a ~ o00 RECEPTACLE INSTALLED FOR A WASHING MACHINE, RECEPTACLES OUTLESTS SHALL NOT BE 9 V $ M G1. O qN� u- o N 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 Q w ©= a F �. y = cn `" 0 ca g i d fE Lq u7 cv OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT h Amokk °- a 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,, m "+ tm � a c m z An o 15 AND 20 AMPERE o p21 a °»' RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. PER 2017 NEC 406.11 AND 6th EDITION FBCR E4002A4 w z m a W Z (u 8 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFC0.c 2 o " _ =" Z �� Q o I muj 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS 0 0 E " C VERIFY LOCATION OF A/C COMP, IN FIELD W/BUILDER R� 12 Q c ro 0 Q ® Builder: ` or Humanity +t"il, APOOka wm 2 Ca a i— E P.O. Box 181010 I [ 720. Cassolberry, a F IL 32718 W 4 N cn D M v 407-696-5855 Job Information: o II I Fax: ¢ 407-331-0504 LO JL._ - - J caw O C (D Wa U ='--� U) o Lu w J O U s w qN� 0 t~ O U) m ti cco al i' Lf) W "'O 0 ca / Y Al I I R� 12 Q c ro 0 Q ® Builder: ` or Humanity c IWeb: HabltatSominoleApopka.org U) $ Plan Issue Date: a� GFI `n ti ti-tali-ni ai nwl d +t"il, APOOka Revisions: a i— E P.O. Box 181010 2 Cassolberry, a F IL 32718 W 4 N cn Phone: M v 407-696-5855 Job Information: o Fax: Of: 407-331-0504 x T a c IWeb: HabltatSominoleApopka.org U) $ Plan Issue Date: a� GFI `n ti ti-tali-ni ai nwl d Thursday, January 25, 2018 Revisions: a i— 1 YV HE NOTE: AMP SERVICE, TO SCALE = 1/4" = 1'.0" 2 11' a � M 0 4 N cn 5 M v Job Information: o Sheet: Of: x T a O C (D cs U) o S2 � O U s qN� 0 t~ O U) m ti cco al i' Lf) W "'O 0 ca a i— _IMw< HE NOTE: AMP SERVICE, TO SCALE = 1/4" = 1'.0" v 11' KA PROJECT NUMBER 18-0577 VERIFIED BY ELECTRICAL CONTRACTOR. OH i) 40 z Sheet: Of: x T LLI C ��„p'r .� Z. O cq cs ELEVATIONS 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 2.00 ft S.F. of Area to be vented (SF) 1215 s.f. Total needed for exhaust for upper 1/3 292 net sq inches Total needed for intake (soffit area, lower) 292 net sq inches 2 Number of Off Ridge Vents for upper 1/3 needed 2 L.F. of Ridge Vent needed (can be used in combo with ORV) 16 4 Lineal Feet of Soffit needed to meet required 35 Lineal S.F. provided by plan 146 RIDGE VENT TOP OF PLATE P100F 60 SCALE: 1/4" - 1'-011 ELEVATION NOTES: 2'-0" OVERHANG 1. LAP SIDING ON 2x6 EXTERIOR WALLS 2. ALL TRIMS ARE 1/2" X 4" FIN.FLR 3. ROOF OVERHANGS ARE 24" U.N.O. - — - - RIDGE VENT wnnnnv�u wT� n.-i� P OF PLATE - L SIDING 4" TRIM TYP: FREAR ELEVATION. zo TOP OF PLATE 12 4 loss lon-0 � 7sm! I 1� 4 4" TRIM TYP. 3050 SH 3068 DR "� LEFT ELEVATION RIDGE VENT APPROXIMATE & LOCATION SINGLES SCALE = 1/4" =1'-0" `- SIDING RIGHT E SCALE = 1/4" =1'-0" RIDGE VENT APPROXIMATE SIZ & LOCATION ERGLASS S FE I SIDING DBL 3050 SH 8070 OVERHEAD DOOR FRONT ELEVATION. SCALE 1/4" = 1'-0" Z 8 Z CL U) Z to (9 I LL, •U o 0 w E0 o� o" �E ~ m O !�_ U � U � '° u= CSM !li F- N 0 _ Q 53 0) O Cp ..„ a U < L0 o d ® Affiliations: A._ , 0_ .�►� �i i B D, P 1VI Consultants: r� t0 LO N m (jD 04 O 8 '2 Q CD N Z N ry'p F (V _Y $� ar. N N t� N a tom. 7�y.,J. fail 0Jun��. Luv V2 b LL a C C;k' ui flffFfl�ft:illi�F`te�!''``�. a� to K M a) v a� O 0 v ra � Bullder. U) " r for Humanity" _ C z P.O. Box 181010 Casselberry, F L 32718 o Phone: 407-696-5855 Fax: 407-331-0504 v u: 0 Web: HHabltatSeminoleApopka.org N 0 , Plan Issue Date: 3050 SH TOP OF WINDOW is FI .FLR Thursday, January 25, 2018 Revisions: 1 YV 2 a 3 N 4 (0 5 M o Job Information: �o Y 8 3050 SHN c6 j 's=. — - L SIDING 4" TRIM TYP: FREAR ELEVATION. zo TOP OF PLATE 12 4 loss lon-0 � 7sm! I 1� 4 4" TRIM TYP. 3050 SH 3068 DR "� LEFT ELEVATION RIDGE VENT APPROXIMATE & LOCATION SINGLES SCALE = 1/4" =1'-0" `- SIDING RIGHT E SCALE = 1/4" =1'-0" RIDGE VENT APPROXIMATE SIZ & LOCATION ERGLASS S FE I SIDING DBL 3050 SH 8070 OVERHEAD DOOR FRONT ELEVATION. SCALE 1/4" = 1'-0" Z 8 Z CL U) Z to (9 I LL, •U o 0 w E0 o� o" �E ~ m O !�_ U � U � '° u= CSM !li F- N 0 _ Q 53 0) O Cp ..„ a U < L0 o d ® Affiliations: A._ , 0_ .�►� �i i B D, P 1VI Consultants: r� t0 LO N m (jD 04 O 8 '2 Q CD N Z N ry'p F (V _Y $� ar. N N t� N a tom. 7�y.,J. fail 0Jun��. Luv V2 b LL a C C;k' ui flffFfl�ft:illi�F`te�!''``�. a� to K M a) v a� O 0 v ra � Bullder. U) " r for Humanity" _ C z P.O. Box 181010 Casselberry, F L 32718 o Phone: 407-696-5855 Fax: 407-331-0504 v u: 0 Web: HHabltatSeminoleApopka.org N 0 , Plan Issue Date: Thursday, January 25, 2018 Revisions: 1 YV 2 a 3 N 4 (0 5 M o Job Information: �o Y 8 0 c6 j 's=. E 0 p 3 9 O U) ow CO O Lo LL U W �y co Z c13 F-- `S m i� .0 0 _I = _m o � " -j KA PROJECT NUMBER 18-0577 z Y W z Sheet: Of: C4 U ELEVATIONS ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING SEE DET. TB03 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 1,5/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN I 7/16" OSB in z UJ a_ F, r TOP & BOTTOM CHORD GABLE END BRACING 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I 4 FT. , L---------------------------_ ------ — — — 4 FT. I� O 1 1 O / O /' 1 ------------------------------------------------ 1 5 FT, 4 FT. , O 1 2 5 FT. 4 FT. O tis O O F ------------------------------------ - - - - - - - - - - ` 1 1 ^% A� 1 I � `` 1 %� % O 1 4 FT. I r------------- ---------- O O ------------ I --- 4 FT. MARK O 4 FT. O3 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"S.C.W/8d COMMON NAIL ROOF NAILING SCHEDULE. SPF I SYP O NAIL AT TOP PLATE TWO ROWS @4"o.c,W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. VV/8d COMMON NAIL 1775 1810 ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6"0.0 IN FIELD O NAIL INT. AT 3'0.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE" W/ 8d COMMON NAILS @ 4" O.C. ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 MEMBER IF GABLE END RTIAw/(10)ft NAILS SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 670 NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/211 TO H10A w/(18)10d x 1112' PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO 1340 DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE 1180 1980 STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8- SPACE IS FRAME MORE THAN 1/8" 1070 1246 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 975 1180 O FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" MTS12 W4I4)10d X l I1r (AT EXTERIOR 15/32" OSB _ (2)- 2x TOP PLATE 15/32" OSB EXPOSURE/ EXPOSURE/ BEYOND SHEATHING SHEATHING FRAM_ LOCATION INCLUDE (3) 12dTOENAL-S) LOCATIONINCLUDE (3) 12d OENAILS) —I I — -' 1., TO MGT w/(22)10d NAILS AND 518" A.T.R*wl 12" 9330 — — — — 1 —11 — IT- -1 -- 1 3330 4408 MASONRY II 11 II I I II II II SOLI 2x TO HTS2OwC24)10dx i 12"(ATEXTERIOR 1245 111 HTW20w/(24)lgdxl 112" (AT EXTERIOR 1285 1530 I FRAM_ I 11 111 111 I BLOCKING @ ALL w w LOCATION INCLUDE (3)12d TOENAILS MEN II it FRAMEO (2) HTS20 ( R ill III II it II 1 SHEATHING a FRAME LOCATIONNCI UDF 0)12d TOFNAIL.S 11 2900 1 9) OCATION INC UDF (6)1?d TOENAILS EA iil 3080 III Il II II I EDGES (SEE11 HG72w/(1600d NAILS AND (2),11-A.T.R. El III MASONRY III II II I I SECTION X -X) 0z 10980 PROVIDE 7020 8/90 II EPDXY (HGT-3 FOR 3 -PLY) III X" BRACE III II I I SEE BLOCKING AS FRAME 10 I I II III _ _ 0 IOU 2 v REQUIRED PER 6000 - c 3000 6600 J2 FRAME TO MASONRY/ I IVIDE 4300-M LU tL DETAIL 3100-M 31 DOW TB01 III 41001 III 3800E I II it E oCL a NOT FULL II II OR (32)16d SINKERS FOR FRAME (rA) J3 FRAMETD MASONRY/ (2) L.G73 w/ (24) 1/4` x T SOS SCREWS & (&) 3)8" x 6"TIT FN (2 PLY TRu9S) 4730-M 6570-M "0 COMPLY HEIGHT SHEET 705" I I I I FRAME OR (52) 16d SINKERS FOR FRAME (EA) 111 7370-F III 54OD-F II II O N HU410 OPT HUC410 w/ (19)10d 6 (10) 1 O II II II II HD410 OPT HDL101F w/ (18)16d & (10) 1 O III /III II II II IWoc I II I II II 11 2xSTUDSMIII W w s p 1¢ � p tin -m _ _I i t II I NAILS U#IDN OSEAMTO HU4100PIIIUC410 W1(IS) III EN 0#4500 BEYOND. a~OOJ5 ("Bw II II Ig X23/4` & (10) IOd NAILS 1111 II II I III II II II I SEE PLAN o O vJ M U. Pn :F U_ BEAM TO MASONRY I _ _-11= _,l—_— ONWOO HD48OPTHU48w/(8)l0d NAILS 6 (12) 1/4' 2 3/4' TAPCONS Ili1 11 II I III 11 11 I I ATING OF O0 SYP-F U#1136 SYP-M © LOOR SYSTE U#1140 SYP-F U#1140 SYP- M 1 1 1 1 I I I I / I I I I I I I f( I 2035 � V) (2) HTA16 0 P (2) HTA20 1585 1015 O MASONRY _ 1 -PLY w/ (10)10d x 1 1/2" OR I I I 1 ILLI JI _ IL _ 11 _I 1 -PLY wl (10) I Od x 1 1l2.OR 3170 3290 W LL SHEATHING 2 -PLY w0 (12)10d 2x4 P.T. BASE 2x RIBBON PLATE BEYOND OR VERTICAL HORIZONTAL SEE PLAN BLOCKING WALL ELEVATION DIAGRAM BETWEEN "S"= NAIL FLOOR SPACING SYSTEM AT ALL PANEL BLOCKING TAPCONS WEDGE-WXT O MASONRY OR HTSM20 wl (10)10d NAILS AND (4)1/4'x2 1/4" OR HTWM20 wl (10)104 ALS AND (4) 1/4"x1 S/4' TAPCONS 1010 1175 WEDGE -BOLT 1145 1225 OFRAME TO I H10S w/ (6) Sd xl 12' NAILS AND (2) IIArx4" 815 1065 LUGT1 wl (8) Sd xl 1/2' ALS AND (2) 1065 MASONRY TITAN HD 3/87c4' WEDGE -BOLT FRAME TO DT1727 W (8)1/4° xl 112" SDS WOOD DTR -T7 v# (6)114" xl 1/2" WS15 WOOD O MASONRY SCREWS ANO(1)12'0 AT-R.EPDXIED w/ 1886 2145 SCREWS AND (1) A.T.R EPDXIED%W 1836 SIMPSONSEI'SEENOTE#4 SIMPSON"SET"(SEENOTE#4 FRAME TO HT751/ (20) 100 0 112" NAILS AND (1) 5/8" 0 RTT45 W/ (70)10d X7 12" NAILS AND (1) OMASONRY ATN, EPDXIED W 91MPSON-SET' 4376 6090 618"0A.TFL. EPDXIED W/SIMPSON"9ET' 8006 SEE NOTE#4 BELOW) (SEE NOTE #4 BELOW) FRAME To HT141/(18) 18d X212" NAILS AND (1) 518"0 RTT45 w/(18) 10d x212"NAILS AND III O MASONRY ATA. EPDXIED w/ SIMP90'SET" 3640 4235 118"0 A.TJ-L EPDXIED w/SIMPSON"9ET' 4180 SEE NOTE #4 BELOW)(SEE NOTE #4 BELOW) 7 FRAME TO FRAM° H109 w/(24)10d x11/2'NALS 870 1010 LUDTI w/(23)8dxl 1/2"NALS - 895 1088 OFRAME TO HM9KT w/ (4)1/4'X1 1/7' SDS WOOD 805 SOS RT76M w/ (9) 10d. 1 I/P NNI S & MASONRY SCREWS & (6)1/4'X2114' TAPCONS (4)1/4"x 1 314"TAPCONS 1305 1395 TO VEIT vd(16)1/4'X0" SUS WOOD SCREWS OFRAME MASONRY (1)S/B"OA.T.R.EPDXIEDw/SMPSON"SET" 3555 4940 W 1s MIN. EMBEDMENT TO (2) VONT w/ (32)114"x3` SDS WOOD SCREWS =10 OFRAME wor & 0518'0 ATA. EPDXIED w/ SIMPSON 5170 7185 'SET"w/B'MIN EMBEDMENT X FRAME O VGT w/(10)14'x3" ODS WOOD SCREWS & HDU4-SD WOOD 1) 8286 4583 MUG 115 w/ (22)10d NAILS & HTT45 wl (18) FRAME CR WSwl & SCREWS & (1) 5/8"0 A.7,R 5/8.0 A.TSL 104 NAILS & (1)516° 0 AT.R 4100 OFRAME O (2) HITS wl (52)15d"x2l/2' NAILS & 4315 5000 (2) HFT45 w/ (52) 10d"X21 /2' NAILS FRAME (1) 8/8"8 A.T.R.(SEE NOTE #4) &(1)6/8.0A.T.R.(SEENOTE#4) " 5005 �'ENFRAI f`(IIJNF�(1R Nl1T�C� 1. CONNtCI ALLFLOOR I HUSSES TO INI FRICH REARING WOOD WALLS/ REAMS w/(2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.00NPLAN. & O.C. MAY USE EITHER SIMPSON OR LISP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4, rOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2"x4" TO TRUSS VERTICAL WEB wl (2) ROWS OF 10d NAILS 0 3' O.C. STAGGERED. 6. MINIMUM A.T.R. FMBFFWFNT76' EMBFOMFNT FOR 10"A.T.R. 6" FMBEDMFNT FOR C✓8"A.T.R. d' FMBFDMFNT FOR 7/8"A.T.R. (IF AT STEP, 0111111 O MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTIONFOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24"OR 32"O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FBI203 FOR MORE INFORMATION - 3'CONNECTION FOR ALL HIP JACK (CORNER JACK) 70 MASONRY WALLS/ICF WALLSUNTCLS moll CORNEA. QC. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUSEAMS w/ (2) 12d TONAILS BO MINIMAL CONNECTOR UNOON FRAMING PIAN 1, CONNrCT ON FOR JACK TRUSS TO WOOD WALL ON BEAM O MINIMAL CONNECTOR UNOON FRAMING PLAN 110111111 F, r TOP & BOTTOM CHORD GABLE END BRACING 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I 4 FT. , L---------------------------_ ------ — — — 4 FT. I� O 1 1 O / O /' 1 ------------------------------------------------ 1 5 FT, 4 FT. , O 1 2 5 FT. 4 FT. O tis O O F ------------------------------------ - - - - - - - - - - ` 1 1 ^% A� 1 I � `` 1 %� % O 1 4 FT. I r------------- ---------- O O ------------ I --- JJ/4-1/2" s /2" S /2" ALTERNATING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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. STAGGERED BLOCKING SECTION X -X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. ALL BEAMS BY OTHERS SEE FLOOR PLAN (TOP @ 8') FOR BEAM SIZE UNLESS NOTED OTHERWISE Hatch Legend M I 8' BEARING HEIGHT TRUSS LAYOUT SCALE: 1/4" = 1'-0" SIMPSON - CONNECTOR SCHEDULE 4 FT. MARK O 4 FT. O3 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"S.C.W/8d COMMON NAIL ROOF NAILING SCHEDULE. SPF I SYP O NAIL AT TOP PLATE TWO ROWS @4"o.c,W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. VV/8d COMMON NAIL 1775 1810 ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6"0.0 IN FIELD O NAIL INT. AT 3'0.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE" W/ 8d COMMON NAILS @ 4" O.C. ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 MEMBER IF GABLE END RTIAw/(10)ft NAILS SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 670 NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/211 TO H10A w/(18)10d x 1112' PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO 1340 DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE 1180 1980 STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8- SPACE IS FRAME MORE THAN 1/8" 1070 1246 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 975 1180 O FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" MTS12 W4I4)10d X l I1r (AT EXTERIOR 15/32" OSB _ (2)- 2x TOP PLATE 15/32" OSB EXPOSURE/ EXPOSURE/ BEYOND SHEATHING SHEATHING FRAM_ LOCATION INCLUDE (3) 12dTOENAL-S) LOCATIONINCLUDE (3) 12d OENAILS) —I I — -' 1., TO MGT w/(22)10d NAILS AND 518" A.T.R*wl 12" 9330 — — — — 1 —11 — IT- -1 -- 1 3330 4408 MASONRY II 11 II I I II II II SOLI 2x TO HTS2OwC24)10dx i 12"(ATEXTERIOR 1245 111 HTW20w/(24)lgdxl 112" (AT EXTERIOR 1285 1530 I FRAM_ I 11 111 111 I BLOCKING @ ALL w w LOCATION INCLUDE (3)12d TOENAILS II it FRAMEO (2) HTS20 ( R ill III II it II 1 SHEATHING a FRAME LOCATIONNCI UDF 0)12d TOFNAIL.S 11 2900 1 9) OCATION INC UDF (6)1?d TOENAILS EA iil 3080 III Il II II I EDGES (SEE11 HG72w/(1600d NAILS AND (2),11-A.T.R. El III MASONRY III II II I I SECTION X -X) 0z 10980 PROVIDE 7020 8/90 II EPDXY (HGT-3 FOR 3 -PLY) III OPENING III II I I BLOCKING AS FRAME 10 I I II III _ _ 0 IOU 2 v REQUIRED PER 6000 - c 3000 6600 J2 FRAME TO MASONRY/ (2) LGT2 W/ (32) 16d SINKERS & (14) Il4"X21/4" TI TEN (2 PLY TRUSS) I 4300-M LU tL SECTION X -X IF 3100-M 31 DOW II I III 41001 III 3800E I II it E oCL a NOT FULL II II OR (32)16d SINKERS FOR FRAME (rA) J3 FRAMETD MASONRY/ (2) L.G73 w/ (24) 1/4` x T SOS SCREWS & (&) 3)8" x 6"TIT FN (2 PLY TRu9S) 4730-M 6570-M (2) LUGT3 wl (2411/4"m 2 1/T W825 SCREWS & (4) 3/8"x WINS PLY TRUSS) HEIGHT SHEET 705" I I I I FRAME OR (52) 16d SINKERS FOR FRAME (EA) 111 7370-F III 54OD-F II II O N HU410 OPT HUC410 w/ (19)10d 6 (10) 1 O II II II II HD410 OPT HDL101F w/ (18)16d & (10) 1 O III /III II II II IWoc I II I II II 11 2xSTUDSMIII W w s p 1¢ � p tin -m _ _I i t II I NAILS U#IDN OSEAMTO HU4100PIIIUC410 W1(IS) III EN 0#4500 BEYOND. a~OOJ5 ("Bw II II Ig X23/4` & (10) IOd NAILS 1111 II II I III II II II I SEE PLAN o O vJ M U. Pn :F U_ BEAM TO MASONRY I _ _-11= _,l—_— ONWOO HD48OPTHU48w/(8)l0d NAILS 6 (12) 1/4' 2 3/4' TAPCONS Ili1 11 II I III 11 11 I I QZ O0 SYP-F U#1136 SYP-M © LOOR SYSTE U#1140 SYP-F U#1140 SYP- M 1 1 1 1 I I I I / I I I I I I I f( I 2035 � V) (2) HTA16 0 P (2) HTA20 1585 1015 O MASONRY _ 1 -PLY w/ (10)10d x 1 1/2" OR I I I 1 ILLI JI _ IL _ 11 _I 1 -PLY wl (10) I Od x 1 1l2.OR 3170 3290 W LL SHEATHING 2 -PLY w0 (12)10d 2x4 P.T. BASE 2x RIBBON PLATE BEYOND OR VERTICAL HORIZONTAL SEE PLAN BLOCKING WALL ELEVATION DIAGRAM BETWEEN "S"= NAIL FLOOR SPACING SYSTEM AT ALL PANEL BLOCKING JJ/4-1/2" s /2" S /2" ALTERNATING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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. STAGGERED BLOCKING SECTION X -X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. ALL BEAMS BY OTHERS SEE FLOOR PLAN (TOP @ 8') FOR BEAM SIZE UNLESS NOTED OTHERWISE Hatch Legend M I 8' BEARING HEIGHT TRUSS LAYOUT SCALE: 1/4" = 1'-0" SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR FASTENERS SPF SYP CONNECTOR 6 FASTENERS SPF I SYP OFRAME TO HETAI0w1(9)1Odx11/2"OR 1775 1810 HTA10w/(10)10CxIIIeOR 1585 1615 MASONRY FETA20 Yd (9)1 Od x 1 12" FTA20 w/ (10jl0d x 1 I W C3 OFRAME TO FRAM_ HRfiA w/(10)8d NAI IS 5535 800 RTIAw/(10)ft NAILS 565 670 OrRAMC TO H10A w/(18)10d x 1112' 1015 1340 RT16Aw/(17)104 x 112' 1180 1980 FRAME H10A-2 w/(18)10d x 1 V? AT 2 PLY TRUSSES 1070 1246 18-2 w/(18)10d X 1 VT' AT 2 PLY TRUSSES 975 1180 O FRAME TO MTS12 W4I4)10d X l I1r (AT EXTERIOR 800 1000 MTW12 W/(14)10d x 1 1/2' (AT EXTERIOR 1005 1195 FRAM_ LOCATION INCLUDE (3) 12dTOENAL-S) LOCATIONINCLUDE (3) 12d OENAILS) OFRAMC TO MGT w/(22)10d NAILS AND 518" A.T.R*wl 12" 9330 32W MUGT15w/(28)I0d NALSAND 5/8" A.T.R. wl 3330 4408 MASONRY EMSEDMENTWSIMPSON"SET` EPDXY 12"EM9EDMEN71/SMPSON'SET"EPDXY OFRAMF TO HTS2OwC24)10dx i 12"(ATEXTERIOR 1245 1450 HTW20w/(24)lgdxl 112" (AT EXTERIOR 1285 1530 FRAM_ LOCATION INCLUDE (3)12d TOENAILS LOCATION INCLUDE (3)12d TOENAILS FRAMEO (2) HTS20 ( R FRAME LOCATIONNCI UDF 0)12d TOFNAIL.S 2490 2900 1 9) OCATION INC UDF (6)1?d TOENAILS EA 2670 3080 FRAMED HG72w/(1600d NAILS AND (2),11-A.T.R. IIUG12 w/(16)10d NAILS AND (2) 518"A.T.R. O MASONRY w/12"CMBEDMENTw/SIMPSON "BET" 848s 10980 w/12"EMBEDMENTw/SIMPSON SET* 7020 8/90 EPDXY (HGT-3 FOR 3 -PLY) EPDXY (HUOTH FOR 8 -PLY) FRAME 10 FGTR Yd (19)1/4'x3'909 WOOD SCREWS RFUS w/(12) WS3 WOOD SCREWS AND 0 MASONRY AND (2)1/2'x5' TTrEN HD ANCHOR BOLTS 3000 6000 (4)314' x6' W[DW-BOLT 3000 6600 J2 FRAME TO MASONRY/ (2) LGT2 W/ (32) 16d SINKERS & (14) Il4"X21/4" TI TEN (2 PLY TRUSS) 3720.M 4300-M 12) LUGT2 w/ (32) 10d SI NKERS & (10) 1N "x3"WEOGE-BOLT(2PLYTRUSS) 3100.M 3100-M 31 DOW 35701 41001 3800E FRAM=- OR (28) I Od SINKERS FOR FRAME (EA) OR (32)16d SINKERS FOR FRAME (rA) J3 FRAMETD MASONRY/ (2) L.G73 w/ (24) 1/4` x T SOS SCREWS & (&) 3)8" x 6"TIT FN (2 PLY TRu9S) 4730-M 6570-M (2) LUGT3 wl (2411/4"m 2 1/T W825 SCREWS & (4) 3/8"x WINS PLY TRUSS) 6480.M 705" FRAME OR (52) 16d SINKERS FOR FRAME (EA) 6310•F 7370-F (2 OR (56)16d SINKERS FOR FRAME (EA) 54OD-F 77101 O BEAM TO HU410 OPT HUC410 w/ (19)10d 6 (10) 1 O G02080 HD410 OPT HDL101F w/ (18)16d & (10) 1 O G#2540 BEAV NAILS U#1808 I NAILS U#IDN OSEAMTO HU4100PIIIUC410 W1(IS) III EN 0#4500 HD4100PT HD4101F wI(19)1/4"XW ("Bw MASONRY Ig X23/4` & (10) IOd NAILS U#1800 WEDGEBOLT& (10)10d NAILS (1#1905 O BEAM TO MASONRY I HL1400PT HUC48 w/(6)1Od NALS & (I2) l/4' x 2 314' TITEN (TO MAS,) 0011640 0#480 ONWOO HD48OPTHU48w/(8)l0d NAILS 6 (12) 1/4' 2 3/4' TAPCONS 0111690 0#3000 FRAME OR (12)1 Od & (0)1 Od (FOR FRAME) SYP-F U#1136 SYP-M x (10 MAS.) OR (12) 16d & (6)1 Dd (FOR FRAME) U#1140 SYP-F U#1140 SYP- M FRAME TO (2) HETA16 OPT 121 NETA20 2035 2035 (2) HTA16 0 P (2) HTA20 1585 1015 O MASONRY _ 1 -PLY w/ (10)10d x 1 1/2" OR 25DO 2500 1 -PLY wl (10) I Od x 1 1l2.OR 3170 3290 2 -PLY w0 (12)10d 2 -PLY w/ (12) 16d HTSM16w/(8)10dNAILS AND (4)1M'k2VC 1010 1175 HTWM18w/(6)IOdNAILS AND (4)Wk13/4- 1145 1225 FRAME TO TAPCONS WEDGE-WXT O MASONRY OR HTSM20 wl (10)10d NAILS AND (4)1/4'x2 1/4" OR HTWM20 wl (10)104 ALS AND (4) 1/4"x1 S/4' TAPCONS 1010 1175 WEDGE -BOLT 1145 1225 OFRAME TO I H10S w/ (6) Sd xl 12' NAILS AND (2) IIArx4" 815 1065 LUGT1 wl (8) Sd xl 1/2' ALS AND (2) 1065 MASONRY TITAN HD 3/87c4' WEDGE -BOLT FRAME TO DT1727 W (8)1/4° xl 112" SDS WOOD DTR -T7 v# (6)114" xl 1/2" WS15 WOOD O MASONRY SCREWS ANO(1)12'0 AT-R.EPDXIED w/ 1886 2145 SCREWS AND (1) A.T.R EPDXIED%W 1836 SIMPSONSEI'SEENOTE#4 SIMPSON"SET"(SEENOTE#4 FRAME TO HT751/ (20) 100 0 112" NAILS AND (1) 5/8" 0 RTT45 W/ (70)10d X7 12" NAILS AND (1) OMASONRY ATN, EPDXIED W 91MPSON-SET' 4376 6090 618"0A.TFL. EPDXIED W/SIMPSON"9ET' 8006 SEE NOTE#4 BELOW) (SEE NOTE #4 BELOW) FRAME To HT141/(18) 18d X212" NAILS AND (1) 518"0 RTT45 w/(18) 10d x212"NAILS AND III O MASONRY ATA. EPDXIED w/ SIMP90'SET" 3640 4235 118"0 A.TJ-L EPDXIED w/SIMPSON"9ET' 4180 SEE NOTE #4 BELOW)(SEE NOTE #4 BELOW) 7 FRAME TO FRAM° H109 w/(24)10d x11/2'NALS 870 1010 LUDTI w/(23)8dxl 1/2"NALS - 895 1088 OFRAME TO HM9KT w/ (4)1/4'X1 1/7' SDS WOOD 805 SOS RT76M w/ (9) 10d. 1 I/P NNI S & MASONRY SCREWS & (6)1/4'X2114' TAPCONS (4)1/4"x 1 314"TAPCONS 1305 1395 TO VEIT vd(16)1/4'X0" SUS WOOD SCREWS OFRAME MASONRY (1)S/B"OA.T.R.EPDXIEDw/SMPSON"SET" 3555 4940 W 1s MIN. EMBEDMENT TO (2) VONT w/ (32)114"x3` SDS WOOD SCREWS OFRAME MASONRY & 0518'0 ATA. EPDXIED w/ SIMPSON 5170 7185 'SET"w/B'MIN EMBEDMENT X FRAME O VGT w/(10)14'x3" ODS WOOD SCREWS & HDU4-SD WOOD 1) 8286 4583 MUG 115 w/ (22)10d NAILS & HTT45 wl (18) FRAME CR WSwl & SCREWS & (1) 5/8"0 A.7,R 5/8.0 A.TSL 104 NAILS & (1)516° 0 AT.R 4100 OFRAME O (2) HITS wl (52)15d"x2l/2' NAILS & 4315 5000 (2) HFT45 w/ (52) 10d"X21 /2' NAILS FRAME (1) 8/8"8 A.T.R.(SEE NOTE #4) &(1)6/8.0A.T.R.(SEENOTE#4) " 5005 �'ENFRAI f`(IIJNF�(1R Nl1T�C� 1. CONNtCI ALLFLOOR I HUSSES TO INI FRICH REARING WOOD WALLS/ REAMS w/(2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.00NPLAN. & O.C. MAY USE EITHER SIMPSON OR LISP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4, rOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2"x4" TO TRUSS VERTICAL WEB wl (2) ROWS OF 10d NAILS 0 3' O.C. STAGGERED. 6. MINIMUM A.T.R. FMBFFWFNT76' EMBFOMFNT FOR 10"A.T.R. 6" FMBEDMFNT FOR C✓8"A.T.R. d' FMBFDMFNT FOR 7/8"A.T.R. (IF AT STEP, DEPTH 19 FROM LOWER SLAB). O MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTIONFOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24"OR 32"O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FBI203 FOR MORE INFORMATION - 3'CONNECTION FOR ALL HIP JACK (CORNER JACK) 70 MASONRY WALLS/ICF WALLSUNTCLS 4. CONNFCTION FOR ALLCONTINUOUS RIM SCARE) TO TOP OF MASONRYAT 32' O.0 MAX. w/ (2) AT EACH CORNEA. QC. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUSEAMS w/ (2) 12d TONAILS BO MINIMAL CONNECTOR UNOON FRAMING PIAN 1, CONNrCT ON FOR JACK TRUSS TO WOOD WALL ON BEAM O MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR SEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 1/2" CDX (4 PLY) PLYWOOD, SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. - - - NOTE TO FRAMER - - - 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.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-2 Z U.) 2 O i Z Q 7 J 7 Z Xn V( ,t > LL i �Q RCpT D N i O Uj c_ !y 00 ' t/1 0`h v 0 o c V i ` V �QI? LU O ..,.. �- 0 CL ' U �° F l �y pp ,.u, .,aG✓ .a...w1 ,,.." m. Q 01 O 0 Affiliations: A!0 IBi I ® Consultants: 1 S IS N (�( ( 39 (/� el %Cc me- IJ --1496 `0 Do N I III- J� QS0LpZ ik c V; 'E (V � z J J T U m � IL L ` e Cf) n-g�FS 00 $ LU O i bF w•� Q c .-OF a w N zp- ¢ 3 Z M a �_ NTN, OIDS� I y5IDe �W LLLLLI GtO ids/if°7 Q T Uj r "= a Builder: I for Humanity' inn "17 +1 COuts1; P.O. Box 181010 Casselberry, FL 32718 Phone: 407-696-5855 Fax: 407-331-0504 Web: HabitatSeminoleApopka.org Plan Issue Date: Monday, April 30, 2018 Revisions: 1 YV Job Information: I ROOF FRAMING PLAN L_ O C N (0 > O U o 3 - _— Cf) C - - cc 'a M U C3 L LL W N c Z as mo oNU) KA PROJECT NUMBER z 18-0577 LLJ z Sheet: 6 Of: ROOF FRAMING PLAN * CRIPPLES MAY/MAY NOT BE PRESENT, VERIFY HEADER ELEVATION 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STAP 10d NAILS @ - B" 0/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U,N.O.) - HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0, & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2 -ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3 -ROWS 12d NAILS STAGGERED @12"C/CFOR 2x10 OR GREATER HEADER `— DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE \ HEADER. (U.N.O.) - FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS &A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN \ P.T. BOT. PLATE WF09 I WALL HEADER DETAIL 1/7 -V -W] 1/2"X 10" J -BOLT W/ 2"X2"X1/2" WASHER (IF BOLT IS MISSED A 1/2" THREAD ROD MAY BE USED, DRILLED & EPDXIED W/ 7" MIN. EMBEDMENT OR 1/2" WEDGE ANCHOR W/ MIN. 7" EMBEDMENT) TYPICAL. _ SIMPSON SPH4 @ EACH STUD Fol 2 ROWS 12d NAILS @ 8" O.C. io 1/2"X 10" J -BOLT W/ 2"X2"X1/2" WASHER (IF BOLT IS MISSED A 1/2" THREAD ROD MAY BE USED, — DRILLED & EPDXIED W/ 7" MIN. EMBEDMENT OR 1/2" WEDGE ANCHOR W/ MIN. 7" EMBEDMENT) TYPICAL. 12d NAILS @ 8" O.C. 12d NAILS a 8" O.C. WC03 WALL TO WALL CONN. @ END OF SHEARWALL 111/2' = 1'-0^ 1 2x STUDS TYPICAL ALL SHOWN 12d OR EQUIVALENT —� PNEMATIC GUN NAIL TYPICAL ALL SHOWN U.N.O. (2)12d NAILS AT 6" O.C. -1/2"x10" ANCHOR BOLT WITHIN 6" OF INSIDE CORNER OF FRAME WALL -PROVIDE SIMPSON SPH4 TOP & BOTTOM OF EACH STUD @ CORNER -1/2"X 10" J -BOLT W/ 2"X2"X1/2" WASHER (IF BOLT IS MISSED A 1/2" THREAD ROD MAY BE USED, DRILLED & EPDXIED W/ 7" MIN. EMBEDMENT OR 1/2" WEDGE ANCHOR W/ MIN. 7" EMBEDMENT) INTERIOR OF BLD, WC06 EXTERIOR FRAME CORNER 3/4"=1'-0" TOP PLATE SIMPSON MSTA24 W/(12)10d NAILS EACH AT 32" O.C. (3)SIMPSON SPH4 W/(6)10d NAILS EACH o ° GARAGE HEADER ° SEE PLAN G ° O ° ° a(2)SIMPSON MSTA 24 W/(18)10d NAILS EACH ° ° ° GARAGE OPENING (2) 2x4 P.T. #2 SYP & (3) 2x4 #2 SYP (TOTAL OF 5) ATTACHED W/ (2) ROWS OF STAGGERED °� ° 16d NAILS @ 6" O.C. ° ,° o i° o :' 0 1° 06: °1 SIMPSON STHD14 W/ (30) 16d NAILS D D D 115 D 15D D w A w A w A w A #5 CORNER BAR REQ'D SEE PLAN WC04 GARAGE HEADER ANCHOR 1 3/4" =,I BEAM PER PLAN CALL OUT SEE PLAN FOR B, CONNECTORS CD11 I PORCH POST DETAIL 3/4" =1'-0" TYP. CORNER @ GARAGE HEADER SUPPORT SPH4 W/ 12-10d x 1/2 OSIMPSON MSTA24 W/ NO. OF JACKS & STUDS (18) 10d NAILS REQ, AT OPENINGS SEE HEADER SCHEDULE FOR (18) 10d NAILS OPENING 2 X 4 WALL 2 X 6 WALL SIZE JACKS KINGS JACKS KINGS EA END EA END EA END EA END LESS THAN 4' 1 2 1 2 >4' BUT <9' (2) (3) (2) (2) 10'-0" - is' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STAP 10d NAILS @ - B" 0/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U,N.O.) - HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0, & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2 -ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3 -ROWS 12d NAILS STAGGERED @12"C/CFOR 2x10 OR GREATER HEADER `— DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE \ HEADER. (U.N.O.) - FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS &A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN \ P.T. BOT. PLATE WF09 I WALL HEADER DETAIL 1/7 -V -W] 1/2"X 10" J -BOLT W/ 2"X2"X1/2" WASHER (IF BOLT IS MISSED A 1/2" THREAD ROD MAY BE USED, DRILLED & EPDXIED W/ 7" MIN. EMBEDMENT OR 1/2" WEDGE ANCHOR W/ MIN. 7" EMBEDMENT) TYPICAL. _ SIMPSON SPH4 @ EACH STUD Fol 2 ROWS 12d NAILS @ 8" O.C. io 1/2"X 10" J -BOLT W/ 2"X2"X1/2" WASHER (IF BOLT IS MISSED A 1/2" THREAD ROD MAY BE USED, — DRILLED & EPDXIED W/ 7" MIN. EMBEDMENT OR 1/2" WEDGE ANCHOR W/ MIN. 7" EMBEDMENT) TYPICAL. 12d NAILS @ 8" O.C. 12d NAILS a 8" O.C. WC03 WALL TO WALL CONN. @ END OF SHEARWALL 111/2' = 1'-0^ 1 2x STUDS TYPICAL ALL SHOWN 12d OR EQUIVALENT —� PNEMATIC GUN NAIL TYPICAL ALL SHOWN U.N.O. (2)12d NAILS AT 6" O.C. -1/2"x10" ANCHOR BOLT WITHIN 6" OF INSIDE CORNER OF FRAME WALL -PROVIDE SIMPSON SPH4 TOP & BOTTOM OF EACH STUD @ CORNER -1/2"X 10" J -BOLT W/ 2"X2"X1/2" WASHER (IF BOLT IS MISSED A 1/2" THREAD ROD MAY BE USED, DRILLED & EPDXIED W/ 7" MIN. EMBEDMENT OR 1/2" WEDGE ANCHOR W/ MIN. 7" EMBEDMENT) INTERIOR OF BLD, WC06 EXTERIOR FRAME CORNER 3/4"=1'-0" TOP PLATE SIMPSON MSTA24 W/(12)10d NAILS EACH AT 32" O.C. (3)SIMPSON SPH4 W/(6)10d NAILS EACH o ° GARAGE HEADER ° SEE PLAN G ° O ° ° a(2)SIMPSON MSTA 24 W/(18)10d NAILS EACH ° ° ° GARAGE OPENING (2) 2x4 P.T. #2 SYP & (3) 2x4 #2 SYP (TOTAL OF 5) ATTACHED W/ (2) ROWS OF STAGGERED °� ° 16d NAILS @ 6" O.C. ° ,° o i° o :' 0 1° 06: °1 SIMPSON STHD14 W/ (30) 16d NAILS D D D 115 D 15D D w A w A w A w A #5 CORNER BAR REQ'D SEE PLAN WC04 GARAGE HEADER ANCHOR 1 3/4" =,I BEAM PER PLAN CALL OUT SEE PLAN FOR B, CONNECTORS CD11 I PORCH POST DETAIL 3/4" =1'-0" TYP. CORNER @ GARAGE OSIMPSON SPH4 W/ 12-10d x 1/2 OSIMPSON MSTA24 W/ ` (18) 10d NAILS MSTA24 W/ SEE HEADER SCHEDULE FOR (18) 10d NAILS OSIMPSON SPH4 W/ 12-10d X 11/2" O1/2"X10" E JACKS & KING STUDS BLOCKING BETWEEN (3) #2 STUDS STUDS 0 CORNERX NAILED W/ 16d 6" O.C. STAGGERED @ SIMPSON STHD14 () (0 -� W/ (30}16d NAILS O (5) 1/2" DIA. x 5" C 5� LAG BOLTS V M I b- � CONT. WOOD TRIM NO C z 4) m ca 04 a _j 2"x6" WOOD JAMB DOOR AND CONNECTION PER TRACK MOUNTING DET. GARAGE DOOR MANUFACTURER KA PROJECT TYP. GARAGE DOOR z 18-0577 1/2" X 5" L.B. o 8W � ? > z Sheet: S=2 W/2" WASHERS i a o TYPICAL FRAMING SEE 4/S-2 FOR DETAILS ADDITIONAL INFORMATION a --I SECTIONAL OVERHEAD o DOOR #2 SYP 2" X 6' 7 0 0 OVERHEAD SECTIONAL DOOR TRACK ATTACHED PER GARAGE DOOR GARAGE SLAB MANUF. CO. o a 00 WC05 SECT. OVERHEAD GAR. DOOR INSTALL I N.T.S. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W/ 8d 21/2" x 0.131 NAILS S C (3) 2X4 SPF #2 CD25 I BEAM TO WALL CONNECTION JNF] (3) 2x4 STUD PACK. I III SEE PLAN FOR COLUMN SIMPSON HTT5 POST BASE WITH A 5/8" ATR DRILLED & EPDXIED W/ MIN. 7" EMBED. & (26) 16d SINKERS TO POST ALTERNATE HTT5 CONNECTION (3) 2x4 STUD PACK. SEE PLAN FOR COLUMN (2) 1/2" x 10" J -BOLT W/ 2"x2"x1/8" WASHER EACH SIDE OF STUD PACK (IF BOLTS ARE MISSED 1/2" THREADED ROD MAY BE USED, DRILLED AND EPDXIED W/ MIN. 7" MIN. EMBED. OR 1/2" WEDGE ANCHOR W/ MIN. 7" EMBEDMENT) IMPSON SPH4 EACH STUD W/ (12) 10d x 11/2" NAILS CD26 GIRDER BASE CONNECTION 1/2" = 1'-0" -NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR C@ EA. STUD TO TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS AT 32" O.C. MAX iEASIDE B 2 2X (#2 SPF) TOP PLATES W/12d 6" O.C. MIN. SPLICE 48" SEE PLADER SIZE 2X #2 SPF STUDS AT 16" O.C. SEE TABLE BELOW NO CONNECTORS REQUIRED FOR JACK STUDS (SHEATHING BEING USED FOR UPLIFT) REQ'D . AT 32" O.C. 2X P.T. BASE PLATE CONNECTOR LEGEND OSIMPSON SPH4 W/ 12-10d x 1/2 OSIMPSON MSTA24 W/ ` (18) 10d NAILS MSTA24 W/ OSIMPSON (18) 10d NAILS OSIMPSON SPH4 W/ 12-10d X 11/2" O1/2"X10" E J -BOLT W/ 2" WASHER @ 32" O.C. PLUS (2) WITHIN 6" EACH SIDE OF JACK STUDS @ HEADER WINDOW & DOOR JACK TABLE PROVIDE JACKS @ EACH END AS FOLLOWS (2) WHEN OPN'GS ARE GREATER THEN 4'-0" (3) WHEN OPN'GS ARE GREATER THEN 10'-0" BUT LESS THAN 16'-0" NOTE: FOR EXTERIOR OR SHEAR WALL SEE SHEET S1 FOR WALL & ROOF SHEATHING INSTALLATION & NAILING SCHEDULES WF66 I TYPICAL BEARING WALL N.T.S. 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 @ SLOT AT SPACE TRUSS CROSSING TRUSS PARALLEL 10 NON-BEARING WALL 1/4" MIN. SPACE OT BY IMPSON owR PS ENE WF18 I TYPICAL INTERIOR NON-BEARING WALL 3/4" - 1' -0 - Do not nail within 6" of valley centerline - Line valley by centering 36" wide Waterproofing Shingle Underlayment or equivalent directly to deck. Embed each Shingle I I -In a2" wide strip of asphalt raging cement. ; ` Cut 2" diagonally off upper > comer of trimmed back from ASTM6380 valley centerline D1970 R10103. I VALLEY FLASHING DETAIL I N.T.S. (D ffn Z r- Z z i � INI U)z � C9 i Q' N � a-- � W N � i O WE (D-Lo LM oE � � cctlpU O .Y N O i 2 = o vi to < FZ ' Q `a : o ♦ Affiliations: ) AI_0 ♦ Consultants i 04 C m 8 vo,. g' W o O N m ^' N 00 CO MNpZ _J 0�� �v�Fs s uNi m '?'Ir 1 r rri w E Q at o N rf �+ °a"4TH vd o LWL I � W "�. ;.' m^ f� ¢ fit' y Q l7tltt ttiPt�tttt���t ; ' ♦ Builder. ) for Humanity, In Semlrlo'e County s f" Gr�atrr,Apt+plc� P.O. Box 181010 Casselberry, FL 32718 i Phone: 407-696-5855 I o Fax: 407.331-0504 Web: HabitatSeminoleApopka.org Plan Issue Date: Thursday, January 25, 2018 Revisions: ! 1 YV Job Information: o ` > i � Q D p () (0 -� O i C 5� "-0 V M I b- � Lo LL LU NO C z 4) m ca 04 a _j in (n I f1' KA PROJECT NUMBER z 18-0577 8W � ? > z Sheet: S=2 Of: i a TYPICAL FRAMING ' DETAILS 12 PRE -ENG. TRUSSES SEE ELEV VARIES ' 12 ^r —SEE ENERGY FORM CALCULATIONS SEE PLAN FOR INSULATION REQUIREMENTS FOR CONNECTION PROVIDE BAFFLES AT EAVE SEE ROOF VERIFY BRICK FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATI[ON) TYVEK FRAMING PLAN IMENSION W/ BLDR. OVER A POVED UNDEDERLAYMENT ' TAR PAPER WRAPPED 6" PER FBCR 905.2.7 OVER APA RATED STRUCTURAL SHEATHING UP EXTERIOR FRAME WALL AND SEALED BY TYVEK z rnZ PRE -ENG. WOOD (SEE STRUCTURAL NOTES INSTALLER BEAM HEADER TRUSSES @ 24" D.C. "r D�m FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) DECO FlNISH W/ SEE FRAMING PLAN 4" BRICK [STONE] VENEER 1/2" x 3" LAG SCREWS TYPICAL INTO WOOD HEADER v; z Q -� (D TRUSS ANCHOR (SEE PLAN) @ 16" O.C. FOR OPENING I- j ' TO BE INSTALLED ON OLTfSIDE STOP VULKEM „ FACE CAULKED TO FOR CONNECTION GREATER THAN 4' 0" BRICK VENEER TIES NOT OVER 16" O.C. N Q - �`/ z _ _ _ — _ — _ TERMITE SHIELD (VERT) &NOT OVER � CEILING BOARD -*-METAL DRIP EDGE TERMITE SHIELD11, 16" O.C. (HORZ.) � N - Q N � r- E o ATTACH ZX STUDS TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. SIDE _ 2X SUBFASCIA NA17LS MAY BE SEE PLAN FOR COLUMN 5' .� (2) - 2X HEADERS SEE cy PLAN FOR SIZE � o (Lj w U - O w W/ (iro SIMPSON H2 5A CONNEE CTOR SOFFIT. SOFFIT. SEE ARCH, �- EXTEND MIN. C @ EA" STUD TOP PLATE W/ PLANS • •' • ' • •' • •' • ' • •' • •' '; SIMPSON ABU44 5/8" ATR 3" x 5" x 1/4" L.L.V. CONT. 6" BEYOND SHELF ANGLE W/ 1/2" x 3" € V) V) ,� E m g .1 Sd 21/2" x 0.131 NAILS ; ' ;'.•; ;: ' ; = ' •' = ' •' = ' CONT. OPNG. TYP. F - o " SEE PLAN FOR HEADER SIZE ; • • •. ;• • •. • • •. � '.,.•.'.. DRILLED & EPDXIED W/ MIN. „ LAG SCREWS INTO WOOD BOTH ENDS " Ca U ti 1/2" DRYWALL .'.,.•.'• , , 7 EMBEDMENT HEADER @ 16 O.C. FOR OPENINGS GREATER d uu r a rte, • .' .': • ' .. .. •'• • •,� • • ' • • ,•• • -SEE FOUNDATION PLAN THAN 4'-0"CID O p o Q.PTION9 �.. �';. �. ���' �.. •:;, ;•'; :;, ;•' FOR FTG. REQ. 3" x 5" ANGLE DETAIL ( U o 0 O.H. •' • ' • •' MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV• ' '� '� ' ' •' • : ' • ; . p•. ,; o% FRONT VIEW SHELF ANGLE TO BE GALVANIZED °' C ' Q o, ADDED BELOW THE HEADER W/ EACH �• • ��' ��� • .'�; ; OR COATED TO PREVENT RUSTING o Affiliations: PLY ATTACHED W/ (2) ROWS OF 16d •; G.C. TO COORD. NAILS AT 8" O.C. Alo- B,p" XIP WS07 EXT. FRAME WALL TERMITE DETAIL 3/4^=1'0" CD24 POST &BEAM DETAIL 1/2"=ro" BD07 BRICK SHELF DETAIL N.T.S. ALUM FRAMED WINDOW w/ SCREEN (G.C• TO VERIFY W/ FLOOR PLAN ® Consultants: LOCATION OF OPENINGS IN >, EXTERIORA F NO zb OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). OPENING TRIM PROVIDE2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ (2) 2X CONT. OR S cn NOTE: 44" MAX. SILL HGT. ON TOP PLATE ATTACH w / 3 O.C. BLOCKING _ o ,� $ o a o¢� 00 ALL BEDROOM WINDOWS. 12d NAILS O.C. OUBLE 2x4 BETWEEN TRUSSES a € ¢ z 00 (2) TOP PLATE m U 0 "' o (,-' (V (SOLID BLOCK w/ 2x6) FLOOR PLYWOOD TO PROVIDE SOLID BLOCKING a a S� e t e ra r� VINYL SIDING AND TRIM OVER 2x4 STUD N BLOCKING (2)12d NAILS @ 6" O.C. TO BOTTOM OF PLYWOOD, DECKING sp f� �P, •.• + N APPROVED VAPOR BARRIER OVER a g - '" `•° 8 ®" ` Z ` PER PLAN. •' .• _ �- �"�I is a ' 3 7/16" OSB WALL SHEATHING 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE - - _ -a -------- (2) 8d NAILS TRUSS/JOIST/RAFTER n n �i t •a: • • ` •< m 0 r , ., 2X STUDS (SEE FLOOR PLAN FOR NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 O.C. TO SEE ROOF FRAMING PLAN c' �i y vvV// vvV// .. ¢ L°' O-� 1' „ 1/2 DRYWALL MORE INFORMATION). SEE TB13/S2 FOR NAILING INFORMATION FOR TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ TOP PLATE i BLOCKING BELOW ' FOR CONNECTORS a ` - o „ � = m c n ° a f .• 02.T4 a�" f• O 2x8 STUD - 2 19* m � � -� �° g 0 � 0 SEE ENERGY FORM FOR WALL SHEATHING. (1) 51MPSON H2.5A CONNECTOR @ EA. STUD TO 8d 21 0.131 pER p ; 2 - 2"x4" TOP PLATE 9 M •� v 2 9 '',r •� Q' Q TOP PLATE W 2" x NAILS --]STUDS) (SIM, w/ 2x6 CONST. GRADE SPF � 6 � a ✓ ►- �.ls 1� •. � •� WALL INSULATION P.T. 2X #2 SYP. BASE PLATE * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF SPLICE MIN. OF 48" APART E � �7ft 0 �TllitttLEtELtI� REQUIREMENTS w/ 1/2 x 8 A•B. (OR 1/2" x 8" MEN 12d NAILS @ 3" O.C. g HD) W/2" WASHER AT 32" O.C. TOP PLATE TRANSITION SEE PLAN FOR BRG. WALL co co m WOOD BASE MIN. 6" FROM END - SEE WS07 ON SEE FOUNDATION PLAN THIS SHEET FOR TERMITE SHIELD PIPE OR DUCT w/ OUBLE 12d SIMPSON STRUCTURAL SHEATHING i" 144" y FOR SLAB INFORMATION TOp OF SLAB PENETRATION THRU TOP SPLICE SP2 OR SPH4 (MIN, 7/16"). NAIL 3" O.C. TOP & BOTTOM, 4" SIDES & 6" O.C. •'� � + _ — _ _ — _ ~ - r - - � TOP PLATE w/ MORE THAN 50%OFTOPIJ ROWS 12d INTERIOR. SHEATHING MAY 5L a i _ • , PLATE WIDTH INSTALL @ 3" O.C. U RUN HORIZ. OR VERTICALLY 1/2" 10" A307 A.B. OR 5/8" l •. .-�' GRADE SIMPSON PSPN516Z x .''..:.: -- - ) •. .. • w w/ (12)16d NAILS TYP. TOP & BOTT. 48`M/ N, SSIMPSON • WEDGE BOLT W/ 7 MIN. EMBEDMENT W/2" WASHER y .. TREATED •: •-'• OTTOM SPLICE SPH4 @ 32" O.C. MIN. 6" FROM END Q •' •' NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS w/ #3 PT SYP BASE PLATE CLEAN FILL T". �,; ,: m I TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ OVER STUD •.. •.. •.. •.. •.. •.. •.. •. •.. •' r'r.�:� - r:.• ., '� �" �'' '!' '!' • L (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 8 LAMINATIONS W/ (2) FOUNDATION PLAN 16" (1) SIMPSON H2.5A CONNECTOR C� EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS '' "' ;':�; : !, , ''%'; %A 'A •�•� ,--a--1--1--, ti� ',� i;' ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148', L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) a °' BSEE FOR FTG REQUIREMENTS*NOT REQ'D. WHEN QT SYSTEM IS APPLIED (D - 0.162', L- 3-1/2") OR EQUAL (D = 0.162", L= 31/2") OR EQUAL ♦ Builder: NOTE: SEE FOUNDATION PLAN 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 -PLY, PROVIDE 1/4 -DIA. x 51/2" LAG +. PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL FOR FTG, REQ. @ 4" STEP-DOWN OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY)N 2) ALL NAILS PENETRATE AT LCAST 3/4" Or 4) REFER TO NDS SECTION 16.3 FOR THE THICKNESS OFTHE LAST LAMINATION, ADDITIONAL INFO �^ �► WS02 3/4" WF17 TOP PLATE SPLICE DETAIL 3/4- 1'-0 TYPICAL WALL SECTION EXTERIOR FRAME SW01 INTERIOR BEARING SHEARWALL W/UPLIFT N.T.S. WF37TYPICAL COLUMNS DETAILS N.T.S. for Humanity" N N N E P.O. Box 181010 Casselberry, FL 32718 a Phone: 407-696-5855 Fax: 407-331-0504 Web: v HabitatSeminoleApopka.org a Plan Issue Date: 2 ROWS 8d @ 6" O.C. (2) SYP#2 TOP PLATE r Sol NAILS 0 6" O.C. � ROOF OR TO BLOCKING � TIIUfSday, January 25, 201$ FLOOR SHEATHING Revisions: 1 YV 2 do (2) 12d NAILS LSTA12 EACH SIDE a 3 TO BLOCKING SIMPSON @ EACH END OF WALL o 4 TRUSSES 9P2 m 5 m a Job Information: `a 2X4 BLOCKING STRUCTURAL SHEATHING Y AT EA. ROOF (MIN. 7/16"). NAIL w/10d @ 0 - PANEL JOINT AT 3" O.C. EDGES STAGGERED a 0 48" O.C. MAX & 6" O.C. INTERIOR - EXTEND = c j TO ROOF SHEATHING , 2 - Ed ❑ 2x4 SPF STUDS 1/2"x 10" A.BOLT 6" FROM ENDS ° 3 " THEN 32 O.C. - OR 5/8" w/7" @ 16 O.C. M Ma .2 U C6 EMBED WEDGE BOLT 6" FROM ENDS ,$' p SIMPSON SP1 THEN 32" O.C. W/#3 PT SYP BASE PLATE O 3 OR SPH4 +, Z3 C c cu 73 Lna) O=ff m •, a v� .ts •a rz CO 0 CN e• to °eeo a °ne• • ° J F i V N SEE FND. PLAN KA PROJECT NUMBER FOR FOOTING SPECS. cc 18-0577 STEP-DOWN, WALL TO TRUSS SW04 INTERIOR SH EARWALL @ TRUSSES 1/2" =1'-0" .0 W-IcaSheet: Z S-3 Of: m TYPICAL WALL DETAILS ' *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN � OR EQUAL TO 450 ' RAFTER SIZE , _ - r � 0'•8' SPAN - 2"X6" W/442d EACH END A i MINIMUM 2"x4"- '-- ` $'-12' SPAN - 2"X8" W/4 -12d EACH END ' CROSS BRACING ' 1 (SEE PLAN FOR - �. _' r '' "• 12'-15' SPAN - 2"X10" W/ @SIMPSON A 34 EA. END LOCATION) �'; l .. ='+ l—BLOCKING 15'-18' SPAN - 2"X12" W/SIMPSON A 34 @ EA. END UI ,n �•..'- %, ryry 'END TRUSS CHORD GABLE ( ) TOENAIL EACH RAFTER W/2 -12d 10 z Q (D AT EACH VALLEY STRINGER _j CI_ - SIMPSON H5 ALL RAFTERS 1080R GREATER SPAN NAIL 0 ENGINEERED TRUSSES ONLY U) Z 2d 1 SIMPSON LSTA24 - W/ 18.10d RAFTER �/ I 0(3) I____� PER JOINT � ' � SIMPSON H8 w/ 2X6 SYP TO TRUSS OR BLK'G. BELOW. '° (1 j `; 10-10d x 11/2" (ATL) SIMPSON MTS16 W/ (4) 10dx11/2' �, U ' CONTINUOUS LATERAL BRACING ' 2" X RIDGE BOARD NAILS Y Q ' NAIL OVER X -BRACE AS SHOWN- WSW (2" NOM. LARGER THAN RAFTERS) (EXC. 12" RIDGE BD. W/ 12" RAFTERS) � (J — Q)V) v ~ d INSTALL BLKG. AT TRUSS WEBS CHORD BRACE TOENAIL EACH RAFTER W/2 -12d c V w E `' ca CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X -BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB W/ 12d NAILS AT EACH VALLEY STRINGER c E a co ` " 08 O.C. NAIL @ENGINEERED TRUSSES ONLY � !j a (2) LSTA18 NAIL AT VALLEY �, � �. � U ���m CIO CONTINUOUS 2x6/2x4 SYP STRONG -BACK W/5 -10d x 11/2" TO' STRONGBACK & 8-10d x 1 1/2 TO T BRACE " "" 4 Q 4 tlLYW00D STRINGERS O.C.oCTO VALLEY N a U a y o o °i TB01 TYPICAL CROSS BRACING DETAIL 1/2" 1'-0" TB02 TYPICAL CROSS BRACING DETAIL 1/2" =1'-0" w/ 12a NAILS EACH ®8 O.C. 2" x 4" BLOCKING @ 24" O.C.°}� j Q a v o ® Affiliation AlI 0_ Bi�,.'� PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. ,, ; ;� , , , ,RAFTER '� ' SIMPSON A 34 @ END WHEN SPAN IS OVER 12' UNDER 2' (3)12d TOE NAILS ARE NEEDED 1§ BETWEEN TRUSSES W/ (2)12D `,`♦� 2"X4" VALLEY STRINGERS c NAILS EACH END TO TRUSS TOP w/2 -12d AT EACH TRUSS CROSSING Consultants: CHORD 2X4 "T" BRACE (2X4 SPF) SEE GABLE BRACING DETAIL ENG. TRUSSES TYP � �, � tocnco A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING FW- �+ o � o g o DD WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP GE04 "T" BRACE CONNECTION C� GABLE END W/ VOLUME CEILING 3/4" = 1'-0" TB17 CONY. FRAMING &VALLEY FRAMING N.Ts.� m,.z o q (—STRUCTURAL G.T. SHEATHING PAGE c N ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D TO TOP CHORD t 3 �Wu TO PREVENT SHEATHING JACK FIHIPPED TRUSS W/ TRUSSES01 v .7 Y rr n W �i .- ro N O O� � r C ' SPAN FROM EXCEEDING HIP 12d NAILS @ 6" O.C. _ .� LUQ C- Z w rJ'•C'j � .Z;1NQ MAX 24" SPAN (EITHER) G.T aco g �+ {: - of t6 SIDE OR BOTH IF REQ'D) P b a N. m v iii °'- �j -Z 8 I ; J •�� (2)12D NAILS MINIMUM (3) 2d SEE STRUCTURAL NOTES DROP GABLE END TRUSS &LOOKOUT RAFTERS 8d NAILS c : J o ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - AT 4" O.C. E ' '+' ••' �: SHEATHING SYP TRUSS BRACING FOR SHEATHING DETAILS SPACE BLOCKS AT 24" O.C. SEE PLAN r * SPACED AT 10'-0" MAX BACKNAIL W 2 / O 2x4 OUTLOOKER ' ,, • �r•",",r `` �� PRO SEE STRUCTURAL 16d NAILS @ 24" O/C , �, ' �>> NOTES AND NAILING TOP CORD 2X4 SPF BLOCKING @ I 2X4 BLOCKING SCHEDULE FOR BLOCKING FOR PANEL EDGES W/ (3)12d ' ��� •'� '° �. m BETWEEN TRUSSES HIP TRUSS SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS NAILS EA. END TO TRUSS '° 6 BRACE NAILED �`� SIMPSON MTS12 rn ECT. A EQUAL @ EA. 24 " OF TRUSSES @ -NAIL SHEATHING @ 4" O.C. r� TO SIDE OF GABLE �° LOOKOUT RAFTERS v -A 2 x4 CROSS BRACE " APPROF 8" FROM RIDGE FASTENED AT OUTLOOKER MAX. EDGES OF SHEATHING TYP. "L' STAGGERED w 8d / `� `� TRUSS WEBS '° � - w/ 12d NAILSTB03 `• �% @4 O.C.WHEN +4—STRUCT.SHEATHING IF APPLICABLE c ,o /[1/2-- HIP RIDGE BLOCKING DETAIL —1-0 TB04 TRUSS BRACING OVERLAP DETAIL (TYP) 1/2"=1-0 ' EACH JOINT W/ (2)2x4 10d & (2)10d TOE BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) SPF CROSS -BRACE @ 48" O.C. - NAIL w/ (3)12d AT EACH END & AT GREATER T AN 3'-0" X7/16" ` i �` `. �� '� i° �` �� . '� ' MIN. THK. - NAIL W/8d COM. @ 3" O.C. EDGES & 6" Y 6 � NAILS @ EA. END GABLE TRUSS CROSSING AT 45"t ANGLE , r c ,, O.C. FIELD � a 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED TRUSSES 10d @ 4" O.C. _ + FIRST (4) ROWS OF NAILS ® / 1S CONTINUOUS 2x4 SPF ,/ • ,�' �� v Builder. I_Rt�$� NOTES: TRUSSES FROM FJ1. E AND 2Od O.C. FIELD SPANNING (4} TRUSS BAYS (8 FT) NAILED TO ` , GABLE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND END TYP. TOP & JACK TRUSS 2x4 BLOCKING @ 4" O.C. f `� '° NAIL TOP OF "T"► • 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 BOTTOM ATTACHED W/ (2) 16-d TOENAILS SEE PLAN FOR ONNECTION w/12d & (3)12d TO CHORD ,' �`� ,`� '° TO GABLE TRUSS w/2 -12d & (1) '-- TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALLBE SPREAD OUT , . ♦ SIMPSON MTS12 w/,■ �r ' 2X4 SPF BLOCKING 14-10d x 11/2 EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL BETWEEN TRUSSES In $rMInole County LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 2X4 "T' ON TOP OF PANELL " @ O.C. MAX , $ & G'f erti, Apopka 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W 3) 12d NAILS AT EACH TRUSS INTERSECTION. DESIGN BLOCKING, FASTEN WITH 2x4 BLOCKING NAIL DEADWOOD TO NAIL TRUSS BOTTOM 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO BOTTOM CHORD OF THE TRUSS. 10dX3" @ 4° 0/C W/ (2) 12d TOP PLATE w/16d @ CHORD TO 2X4 DEAD- '155. THE PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. TOENAILS SIMPSON MSTA24 W/ 4" O.C. WOOD W/16d 0 4"O.C. P.O. Box 181010 SEE TYP. TRUSS BLOCKING DETAILS 18-10d @48" O.C. a "BAYS E SIMPSON LSTA30 W/ o Casselberry, SHEATHING VINYL SIDING AND TRIM OVER - - 14-10d @48" O.C. v FL 32718 . 4'.0- - _ _ _ APPROVED VAPOR BARRIER OVER : 7/16" OSB WALL SHEATHING FRAME WALL OR BFJJIM Phone: 3 To 4 TRUSS x4 AS SHOWN BELOW SEE PLAN ALTERNATE TRUSS SPACES DIRECTION N P+ /. 407-696-5855 GE21 SECTION @ DUTCH GABLE 3/4" =1'-0' GE05 GABLE END BRACING - FRAME WALL 1/2" =1'-0" 01 US Fax: VERTICAL SCAB 2X6 #2 SPF 48" O.C. ' 407��"0504 W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS (2} NAILS OR HCLR/LL IN PLACE OF (4) 100 SEC)1ON TO EA TRUSS REQIURED @ RAFTERS GREATER THAN 8'-0" BB Web- SEEPLAN OUBLETOP DOUBLE SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS > °' HabitatSerninoleApopka.org PRE -ENG. TRUSS PLATE SECTION B -B TOP PLATE VARIES w ROOF ro 2x STUD WALL SEE PIAN C SLOPE / . Plan Issue Date: Thursday January 25' 2018 \ / / -d \ 2X4 SPF BLOCKING \ / z Revisions: CONY. FRAMED RIDGE \ BETWEEN TRUSSES \ MAY BE NAILED w/ MIN,VERTICAL SCAB 2X6 #2 @ 48" O.C. MAX. \ / / (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4)10D \ / / `•� 1 YV NEXT TO PRE -ENG. TRUSS 2x8 BLKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ 2x4 SPF BRACE _ 2 3 B REQUIRED w/ (2) MTS12'5 REQIURED @ RAFTERS GREATER \ @ 48" O.C. - NAIL W/(4) / \ •` � STRUCTURAL SHEATHING d THAN 8'-0" \ 12d AT EACH END & �� 7/16" MIN. NAILED W/ 8d ai 4 00000 - \ \ ALTERNATE DIRECTION `� COMMONS @ 3" O.C. 0 a N 5 COLIARTIE \ \ �� EDGE & 6" O.C. FIELD RUN a) SHEATHIN EVERY 3rd - RAFTER \ `� �` FULL SHEET FROM BOTTOM OF FALSE BEAM Job Information: 2X4 BLOCKING BETWEEN CB BEVEL CUTS /' / , TRUSSES TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT. EACH BAY / / SEE PLAN I ♦ ♦ a Q O B TB 2X4 SPF W/ (2) #7X3-1/2' / / �� l� $ ALTERNATING WOOD SCREW EACH TRUSS1 \ / / SEE GE05 FOR ------,,I `` \� � N � BLOCKING OR H5 @ 48" O.C. \ STANDARD I j �`� E PRE -ENG. TRUSS \ \ / / GABLE END 1 �� STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. SIMPSON A34 OR \ \ / / / FRAMING Z I SEE PLAN FOR CONNECTION (USP MP4) (Ea \ \ / 2'-0" ON CENTER \ \ / / ♦ 3:B O 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W/ (2)-12d NAILS 0 WOOD -j( 2x8 #2 SYP RIDGE BEAM AT 8'-0" \ / X �/ 2X4 SPF BLOCKING @ TWEEN MAX + +1 @ 1+ +I X. E o 0 3 �, -a L_ EACH END TRUSS MAX -�(• 2x6 RAFTERS @ 2'-0"O.C. MAX. W/ (3) 10d COMMON / \ \ / . ,\ .w/ (3)12d EA. END (TYP.) I 0 I 3 LO 0 0 = U% � 0 � m O TOENAILS TO RIDGE BEAM SEE PLAN 2X TOP PLATE TO I J - hi Lo LL U W CN `�-' 2X4 RAFTERS FOR SPANS LESS THAN GABLE END W/ 16d I 4 FT Q 2'd" O,C. MAX W / (3)12d STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 1/2" SPACE NAILS @ 6" O.C. 1 + 1— — — ami Z c F-' m N 2X4 CONT. AT BEARING SUPPORT + + ,o N .i'"". O J 0 T & B CHORD + +1 + + o, I ., m � Q TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING SEE PLAN FOR MORE SHEATHING s 2X4 STUDS @ 24" O.C. U) KA PROJECT NUMBER @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING INFORMATION W/ SINGLE BASE & TOP 0 PLATE W/ PLYWOOD u 18-0577 S.Y.P.2x4 SHEATHING z @ 16" O.C. COVERING > Sheet:AN Of: v z - N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS 3/4"=1'-0" TB15 EXTERIOR NON-BEARING WALL DETAIL 3/4"=1'-0" GE15 FALSE BEAM C� GABLE END 1/2"=1'-0" ROOF FRAMING AND BRACING DETAILS MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH � RESISTIVE BARRIER & WEATHER RESISTIVE SELF -ADHERED FLASHING PATCH FLASHING REQUIREMENTS � SELF -ADHERED FLASHING TEMPORARILY SECURE `' �RESISTIVE BARRIER DOOR ROUGH OPENING SELF -ADHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. R609.1 Flashing,Sealants and Weatherstripping. Exterior walls shall -''� , • provide the building with a weather -resistant exterior wall envelope. The exterior e BARRIER °� -' -' ' '' EXTERIOR WOOD FRAME m wall envelope shall include flashing as described in Section R703.4. The exterior SHEATHING ED FLASHING BYLAPPIN DOWN SHING ADI" SIVETOF APPLIED BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED F LAS H I N G wall envelope shall be designed and constructed in such a manner as to prevent OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN SILL PLATEthe accumulation of water within the wall assembly by providing a water -resistive [_;;i� WALL BY 6 IN. n UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKINGbarrier PRODUCTS DETAILS behind the eXterlOr Veneer aS required by $eCtlOn 8703.2. All eXterlOr finishes shall be applied in accordance with the manufacturer's specifications orWEATHER (� LO LTAPE \ o z RESISTIVE SELF•ADHERED FLASHING ;.,BARRIER TOPS OF JOISTSUNDER WALL SHEATHING TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC 8703.28703.2 installation instructions. � z DECKING WEATHER RESISTIVE Weather -resistant sheathin a er. One la er of No. 15 as halt felt, freeSEAL g p P Y P co CL SELF -ADHERED FLASHING (SEE DETAIL wPo�) SUBFLOOR VINYL sIDwGBARRIER from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. "vS Q z Such felt or material shall be applied horizontally, with the upper layer lapped over Ln O HEAD FLASHING TIE-IN INSTRUCTIONS: Detail Instructions 1. Cut, fold up & temporarily secure weather RIM JOIST NOTES: the lower layer not less than 2 inches (51 mm), Where jolnts occur, felt shall be � � W resistive barrlerabove header to avow forflashing Installation 2. Self -adhered flashing head flashing under weather 1. INSTALL WEATHER RESISTIVE BARRIER TO FORM WATER -SHEDDING LAPS. 2. FOR SILL PAN DEPTHS GREATER THAN 6 INCHES, A SLOPED SILL IS REQUIRED IN ACCORDANCE WITH Refer to the number marked as On each detail that corresponds to the lapped not less then 6 inches (152 mm). The felt or other approved material shall (0 0 •U plus ASTM E 2112 numbered items in the list of instructions below: be continuous to the top of walls and terminated at penetrations and building o - resistive barrier 3. Fold weather resistive barrier back over head flashing and 1 seal with tape 1 3. A BACK DAM CAN BE ACCOMPLISHED USING A WOODEN FURRING STRIP OR BY FOLDING THE ADHESIVE LAYER ONTO ITSELF. 4. EXTEND SELF ADHERED FLASHING OVER NAILING FLANGE OF THE LAST COMPLETE COURSE OF SIDING 1. Install self -adhered flashing In order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. o O w C o i 2 2 PANELAND TRIM TO PROTECT FROM PERMANENT € � a v EXPOSURE TO UV, 3. Self -adhered flashing can be substituted for building paper g � ►- �, v -- �; 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved corrosion -resistant flashing shall be applied W o Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING W P 02 TIE-IN WITH VINYL SIDING W P 03 embedded in the adhesive layer) for ease of installation and to minimize y )' scoring cuts shingle -fashion in a manner to prevent entry of water into the wall cavity or to the buildin framin _ 3'°"'"""'! - o o R y o FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A AT WINDOW SILL 5. Remove all release paper standard installation instructions and p p enetration of water structural components. onents. Self -adhered p g g p °' c ° per P adhere to substrate using a square piece of flashing material (6" x 6" membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant ^' ¢ a o EXTERIOR SHEATHING EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER & RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE MlnimUm) 6. Fold as shown b arrows y flashings shall ve installed t all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door fi +; ♦ Affiliations: FLASHING JAMB HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight opening shall extend to the surface of the exterior wall finish or the water- iv B d• REFER TO TECHNICAL SEE DETAIL WP01 OR EQUAL WEATHER PROOF CAULKING ( ) t0 corner resistive barrier for subsequent drainage. Flashing at exterior window and `V LETTER ON CHEMICAL '- COMPATIBILITY SCORED 8. Mechanically fasten as necessary door openings shall be installed in accordance With one or more of the E ♦ Consultants: . ° , RELEASE PAPER following or other approved method: SELF -ADHERED • .' • . SELF -ADHERED FLASHING, 1 ��• r (BeroaerOLDiNG, SCORE nELEASEPAPER TOEXPOSE 1.1. The fenestration manufacturers written flashing instructions. r € 1 CVJ N .1 FLASHING - EXTEND A MINIMUM 6" VERTICALLY FROM ADHE81VEABaHOWM 1.2. The flashing manufacturer's written installation instructions. c 3 N ,., ai �� LP w N m � N v 1.3. In accordance with FMA / AAMA 100, FMA / AAMA 200, or a � � � m � Z 00 � THRESHOLD MECHANICALLY FASTEN AS FMA / WDMA 250. 1.4. In accordance the flashing design - g -' SECTION -A NECESSARY IN CORNERS THROUGH with method of a registered professional N 3 LLi Li FX Ld CN • • , - (SEE DETAIL WP02) SELF -ADHERED FLASHING 2. At the intersection of chimneys or other masonry construction with frame or a Q = _u_ oE d e� �� x a ' SELF -ADHERED -'' FLASHING O / stucco walls, with projecting lips on both sides under stucco copings. p I 9 p p g 3. Under and at the ends of masonry, wood or metal copings and sills. °' $ z a� a z M g 4 W m <•/ 2 w o m 4. Continuously above all projecting wood trim. 2 Q ° _ z 2 ro ;' 4 d �, -' SELF -ADHERED FLASHING5 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of E a N ca N o NAILING FLANGE1 4 wood -frame construction. I -S 3 W f v o -'' - 2 DO NOT FLASH OVER SEAL TOPS of Jo1sTs © 1 6 6. At wall and roof intersections. 7. At built-in gutters. s A " ❑ ❑ _ ~ BOTTOM NAILING$ FLANGE UNDER DECKING (SEE DETAIL WP07) 2 7 ti SELF -ADHERED FLASHING HALF ROUND WINDOW Vno4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK VR05 SELF -ADHERED FLASHING WP06 m INSIDE CORNER 8 in SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING s SELF -ADHERED c a FLASHING PATCH >a ♦ Builder: SELF -ADHERED FLASHING DECK PROTECTOR 1 c « for Humanity' Ic DOUBLE SINGLE JOIST ` ` `° c in 5t'•rmlri lt• County JOISTSELF-ADHERED FLASHING A?7D� SELF -ADHERED FLASHING mi�Ct"r 2 MIN P.O. BOX 181010 3' 4 Casselberry, 5 2 FL 32718 o Phone: SELF-ADHERED SERO 8S62xR JOIST FLASHING W P07 SELF -ADHERED FLASHING � /� /no� � 407-696.5855 OUTSIDE CORNER V V r Fax: 407-331-0504 Web: T HabltatSeminoleApopka.org m Plan Issue Date: Thursday, January 25, 2018 SELF -ADHERED FLASHING r- EXTERIOR WALL Revisions: / 1 YV 2 WINDOW WITH VINYL SIDING WOOD SIDING ` NAILING FLANGE / i WOOD BUCK VINYL SIDING a 3 (SET IN SEALANT EXCEPT / / WOOD SIDING SELF -ADHERED e i 4 ALONG SILL FLANGE) / SELF -ADHERED FLASHING n / SILL PLATE /5 lis (SEE VCRDET-106 FOR OPTIONS) / FLASHING � Job Information: 3 / 1 SELF -ADHERED SIDING FLASHING 00 O1110 co ; CORNER PATCH RECOMMENDED 0 O (SEE VCRDET-507 OR 0 VCRDET-504 FOR OPTIONS) =3 3 MECHANICALLY FASTEN AS SIDING m '� 0 _ (t3 U NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING CORNER CORNER POST BOARDS CORNER CORNER POST BOARDS 0(1) m 0 Ln LL_ U LU (V c NOTES: NOTES: NOTES: $ a 11-- -1. 1.INSTALL WINDOW PER MANUFACTURER'S RECOMMENDATION AND USE APPROPRIATE SEALANT 1, EXTEND SELF -ADHERED FLASHING BEYOND JOINT BETWEEN SIDING AND CORNER POST/BOARDS, 1. EXTEND SELF -ADHERED FLASHING BEYOND JOINT BETWEEN SIDING AND CORNER POSTBOARDS. vN, KA PROJECT NUMBER FOR WINDOW AND WOOD BUCK 2. INSTALL SELF -ADHERED FLASHING ON OUTSIDE CORNER FOR THE HEIGHT OF THE WALL, 2. INSTALL SELF -ADHERED FLASHING ON OUTSIDE CORNER FOR THE HEIGHT OF THE WALL. 2. WEATHER RESISTIVE BARRIER TO FORM WATER -SHEDDING LAPS. m o 18-0577 ��-z 8 j Z Sheet: Of: P 1 O WP 1 1 WP12 CNCN UVP RECESSED WINDOW V V WALL-TO-WALL OUTSIDE CORNER WALL-TO-WALL INSIDE CORNER WATER PROOF DETAILS