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HomeMy WebLinkAboutBUILDING PLANSTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA File INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST "T HE BUILDING HAS RE CEIVED A COMPLETE THAT CONTAINS THE FOLLOWING STATEMENT: 'TM CONTROL COMPANY TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NO TES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUS WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THATUNTREATEDPORTIONS OF WOOD EXPOSES ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATI ON 10. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENIT R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WATER -RESISTIVE BARRIERS. 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 LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. EXTERIOR CEILING LATH ATTACHMENT THE ASTM C 1063 7.1 . DIAMOND -MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL LATH, AND WIRE LATH SHALL BE ATTAC HORIZONTAL WOOD FRAMING MEMBERS WITH 1I,- N. (38.1-MM) ROOFING NAILS DRIVEN FLUSH WITH THE PLASTE AND ATTACHED TO VERTICAL WOOD FRAMING MEMBERS WITH 6D COMMON NAILS, OR -IN. (25-MM) ROOFING RIVEN TO A PENETRATION OF NOT LESS THAN 3/4 IN. (19.1 MM), OR 1-IN. WIRE STAPLES DRIVEN FLUSH HE PLASTER BASE. STAPLES SHALL HAVE CROWNS NOT LES N. (19.05 MM) AND SHALL ENGAGE NOT LES THREE STRANDS OF LATH AND PENETRATE THE AMING MEMBERS NOT LESS THAN'' -/a IN. (19.05 MIA). WHE L LATH IS APPLIED OVER SHEATHING STENERS THAT WILL PENETRATE THE STRUCTURAL MEMBERS SS THAN 014 IN. (19 MM). 7.10.2.3 EXPANDED M IN. (9.5 MM) RIB LATH SHAL TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT 13,41N. (44.5-MM) PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 344N. (19A TRATIO TO VERTICAL WOOD FRAMING MEMBERS. 7.10.2.4. COMMON NAILS SHA VT OVER TO ENGAGE NOT LES. THREE STRANDS OF LATH OR BE BENT OVER A RIB WHEN RIB LA TALLIED. 7.1.0.2.5. SC SED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VE WOOD FRAMING MEMBER: SHALL P E NOT LESS THAN M IN. (15.9 MM) INTO THE MEMBER WHEN THE L4 STALLED AND SHALL OT LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW PASS THROUGH, UT NOT DEFORM, THE RIB. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11 2" TO FORM U.N.O 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED 0N PRE AST CONCRETE PADS, -C C CSTEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMFFFED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( f m = 1500 PSI) 2. MORTAR SHALL BE TYPE "S" CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT 1•HE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10PT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6, REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALL BEARING WALLS SHEAR WALLS AND MISC STRUCTURAL W FRAMING MEMBER LE BLOCKING R ABLE 0 00 S S, , STRUC U L WOOD G S, ( OC G O G END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS ANY W ME INTERIOR BEARING W STUDS THAT HAVE HOLES IN THE 0 3 A WOOD FRAME B A ALL ENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-8 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fib = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADQ,• 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING ANO/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. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES, THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 5TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14 NATIONAL ELECTRICAL CODES (NEC 2014 & 6TH FBCR Ch. 3443 ) BUILDING CODE REQUIREMENTS RSTRUCTURAL CONCRETE - A 1 -14 S FOR C 3 8 Q( ) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 53043) NATIONAL DESIGN SPECIFICATION F ON FOR WOOD CONSTRUCTION ON -2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- D 015 2 EDITION 1. ODE REQUIREMENTS: IT IS THE IN ALL WORK SHALL CONFORM C U TENT THAT C N RM TO THE Q ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS(W/0 CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD10 DL 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 NON -CONCURRENT NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) 1 BOTTOM CHORD OIL 5 (PSFI SPECIAL FLOOR LOADING GAME ROOM 60 (pSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES - d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY f)IRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED ULTIMATE 160 MPH WIND SPEED (ALLOWABLE) 124 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 HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.5 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 (D 50 (+) 24.8 (+) 24.8 O ® (-) 27.1 (-) 31.1 I g k @ 05 Y (+) 23.4 (+) 23.4 100 25.7 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" - 51.3 (+) 24.3 (+) 23.3 0 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND•BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL C CAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 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. It Is the Intent of Designer/Engineer listed In the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR `-AMPSON 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. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 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 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART (SIMPSON EPDXY EMBEDMENT SI HIGH N ( M STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to 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. construction. All construction MUST be in accordance to the TO FOOTING). information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'/4"x 21/4" TITENS TO information found in these plans should be directed to our Quality 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 Assurance Manager at 321.972.0491 immediately. No backcharges MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. will be considered for reimbursement by the Designer/Engineer NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WrrHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE without notification and approval the Deslgner/Engi/Enginaer. Payments will be made In accordance to the MISSED, CONTACT THE FOR FOR SUBSTITUTION, terms of the agreement. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 21ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 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 FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. AMS HOMES Of Northwest Florida 000 CGIULF REEZE PARKWAY C;UEF:REEZE. FLORIDA 325` MODEL 2508 3CF z Z g Z a J a U z CD w _ o O0� w `22 a� C E ° N � may U wa w adF n u o c � ¢ a d ♦ Affiliations: A k \"l Q ♦ Consultants: 1 ♦ I Builder: 1 9 N W �Q U ao J NJOJ W LL z V) LL W = LU p m Q J LL O z H O O O M Cri S c I♦ II Job Information: O N `y CD a / O � 1 U m z �_0) tH w :3 t`!J M > N CM z U m 0JLIJ::)0tf _l m (i) U) Do L° ♦ I Revisions: 1 YV s t_, ♦ I Model Name / Number: 2508 ♦ I Plan Issue Date: Monday, April 29, 2019 ♦ KA PROJECT NUMBER: 19-2899 I Sheet: Of: I COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B p +27.6 / "29.9 1 l 15 J +27.6 / 37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(PN) TOP BOTTOM NO BW1 18" (2)16d TOENAILS (2)16d TOENAILS SPF UPLIFT BW2 18„ SP2 W/ (6Y10d SP1 W/ (6)-10d SPF 402 STUD, (6) 1-0d PLATE STUD, (4)10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SPI W/ (6) 10d SPF 803 STUD 16d PLATE STUD, 4 101 PLATE NO BW4 16" (2)16d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6Y10d SP1 W/ (%lOd 16" STUD, 6 10d PLATE STUD 4) 10d PLATE SYP 439 (2) SP2 W/ (6)10d SP1 W/ (6)10d BW6 18" STUD 6 10d PLATE STUD, 4 101 PLATE SYP 878 NO BW7 12" (2)16d TOENAILS (2) ISO TOENAILS SPF UPLIFT gWg SP2 W/ (6)10d SP1 W/ (BY10d 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) I.Od SPS W/ (6Y101 BWy 12" STUD, (6) 10d PLATE STUD, (4) 104 PLATE SPF 1070 BW10 12' (2) led TOENAILS (2) led TOENAILS SYP 0 BW11 SP2 W/ (6)1 SP1 W/ (6)-10d 12' STUD, (6) SOd PLATE STUD, (4) IOd PLATE SYP 585 BW12 (2) SP2 W/ (6) 101 SP1 W/ (6Y10d 12" STUD, 6) 10d PLATE STDD, (4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL . SEE PLAN MASONRY WALL OR ICIF WALL. SEE PLAN -2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF"09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MICI BLOCKING CONNECTORS W/ (2) 3.2d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION 2x P.T. W/ 1/2' A.B #' " O.C. W/ 7" IN FD EMBEDMENT OR 1/2" A.T R. W/ SIMPSON SET W/ SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. -:- REQUIRES MIN ALT.; SIMPSON 1/2" TTTN HD ® 32" O.C. 7/16" Gas PLYW'D W1 SAME EMBEDMENT W/BENAILS IN REND AND EDGE. SEED GENERAL NOTE #8 BRIG. WALL DETAIL EDGE. GENERAL NOTES 7 SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2 ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4, SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP7 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW' IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 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/ Sd NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAIUN'G SCHEDULE ACT ALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE BEARING WALLS ARE ONLY 6. IF THEE REARING WALL IS INDICATED WITH THE AWL. BW4, BW7, BW1O THESE TO SUPPORTING THE FLOOR LOAD AND NOT HAVE UPLIFT. THE STUDS ARE TOE NAILED TOTHE TA ILL PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED THE TEARING WALL SCHEDULE. 9. SPS/SP2-DRIVE-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d=0.148LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFr(Lb) C1 (3)2x4#2 SPF (4)-16d TOENAILS 0 IC2 (3) 2 X 4 #2 SPF DI w/ 1/2" WEDGE ANCHOR" & /8) 1/4- X 11/2" 2145 SOS SCREWS C3 (3)2 x 4 SYP#1 OR (4)-16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DI W/ 1/2" WEDGE ANCHOR* & (8)1/W X 11/2" 2145 SDS SCREWS CS 4 x 4 P.T.#2 ABU44 W/ 5/8' ATR** 69 G = 6 � SYP POST POST & (12) -16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G -1200P C6 GYP POST S & 12 -16d NAILS ( I U 2 30r7 8 x B P.T. #2 ABU88 W/ (2).5/8" ATR** G= 2439P C7 SYP POST & 118) - 16d NAILS U = 2320 CB 3.6 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" X 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P. L, HDU5-8DS2.5 W/ (14) 1/4' x 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HUS-SOS2.5 W/ (20) 1/4' x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L 1.8E Fb-2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L HOU850S2.5 W/ (20) 114" x C12 E 1-BE Fb�2400 PSI 2 1/2" SOS WS & 7/8" EPDXY 7870 wOLMANIZED IF EXT. ANCHOR OR ATR... GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH DING. 2. ALL STRUCTURAL LUMBER TO BE SYP 401 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF ICI 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 7. SAME NOMINALSIZE PARALLAM COLUMNS (LIKE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON VS. GUN APPLICATION NAIL DIA: LENGTH NAIL SPACING Sd 0.131' X 2 %" 0. 131- X 2'k" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d (I X 3" 0,131" X 3" SEE PLAN BLOCKING & TOE 0.148' X 3 AA" 0.131' X 3 T/' NAILS & TOP PLATE 12d 0,148' X 3'A' 0.131" X 3 W 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL) CORNERS 10d 0.148- X 3" 0.131" X 3" e" O.C.GOMMON) STUD PACK 6" O.C. GUN NAILI COLUMNS 16d 0.162" X 3 %- 0,131" X 31A" (2) 16D(COMMON) SEE PLAN (3)16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2). 2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS G412" OR (2) SIMPSON HETAI6 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS ® 12" Oft (2) SIMPSON HEM16 TO CMU G.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-2x12 #2 SYP W/7/16" CONNECTION: PROVIDE 2 ( ) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 11 1/4' LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 1`81. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD OR 12) SIMPSON HETA16 TO CMU SCREWS 016' O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4" x 117/8" LVL CONNECTION: PROVIDE (2) M5 2.0E Fb--2600 PSI. NAIL BEAM TOGETHER USING 12) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2' SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HErA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. x /4" 3/4" x (2)-1316"LVL 2.0E PSI. NAIL BEAM CONNECTION: PROVIDE (2) OBM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 16" O.C, TYP. OR (2) SIMPSON HETAS6 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES CORRECT G 1. VERIFY WITH PLAN BEAMS 0 LENGTH F REQUIRED (MIN. 4" BEARING EACH NO) 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 ED.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H7 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 C W/ 1/2" FLIT H PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1 /7 FLITCH PLATE THIS SHEET H3 (2)- 2X70 #2 SYP SEE GENERAL HEADER NOTE #5 W11/2" FLITCH PLATE THIS SHEET H4 (2) " 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) - 1 314" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 114" X 3 12' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C, TYP. EACH SIDE HB (2) - 1314" X 7 1/4 ATTACH TOGETHER W/(3)ROWS 114"X 312' LVL 2.0E Fb=2600 PSI SDS WE SCREWS @ 16' O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS RED. AT OPENINGS OPENING 2z4 WALL 2X6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0„ _ 9,-0„ (2) (3) (2) (2) 10'-0" - 16'-0' (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE list FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LIND ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12* D.C. ALONG EACH EDGE OR (3) ROWS IF 2x1O 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. R/SH - 2 -R/SH- I I 00 � , - - -, - ` O I ' ' N N I I I I o"o MLR. MIR. iD 7 T.P. 8'-0" CLG Iri FIBERGLASS N SHOWER UNIT 3x4 i0 YINYINI MASTER BA. OPTIONS 3040 (1) PC. FIBERGLAS SHOWER IN LIEU OF LINEN CLOSET E an n" •4„ 25'-O" 14'-0" 7'-8" 12%0" 11'-10" ' 4" 11'-10" 3'-8" 10'-4" © FIBERGLASS 25 SH TUB / SHOWER Bws DBL 25 SH UNIT - - - - 16" PRECAST ABOVE ----------- 16" PRECAST ABOVE - - v -- EGRESSI £ W LIN. �------------- 11'•2" I ° 5'4i" m N 3'-0" iv O HOSE i u 1668 MSo3 N LANAI A rn w�� czi MSo3 S1 BIBB A LO 8'-0" CLG L2 N LL -0. BEDROOM 41 O LATH J N 5" 2'-9" 2'-4" 3'-10" 11.8„ bo H1 14'-0" T S2 8'-0" CLG 8'-0' CLG 3450 SH iff o TEMP. 2ssO TF - C Bws 0 N R'S BEDROOM � ® N A AEp (2) 3� 8'-0" CLG - H3 - O FO 2868 4 E) BREAKFAST 0 � O Bwz H4 r � � I 10'-0" CLG 2668 M.C. 2-2068 2868 1 0 ti 8' CLG 6'1" FLR � I c�v N R/SH - 71 36" FLAT BAR LINE I= m ` 1 c7 TOP ON 34+7z" `7 Y a R/SH 3'_8,1 2'-4" 3'-7" WALL 3'-11„ 3,-0„ I CNI - - - - - I N OD N 2.2068 .: - 668 �. ' - - - - - a. 4 1 in 20'-4" R/SHf2H 68 [' $" sit o 12'-8„OFAMILY ROOM DoBEDTKITCHENti10'-0" CLG ATTIC ACCESSCLG I 10'-0" CLGi0 LOCATE IN FIELD 22" X 36" MIN ZO OR r Z - TT.R/SH .., H W Iff 1joP ' _ 00Zo. 4/0 OP'G 4 ,. �. - - - - - I µ.. - ;.., . .. ... I ,.... . ;. ----- � 1 I 2 �' LL J W r BATH 1 8'-0" CLG iv m W 8'-0" CLG DROP FIR W t=n 1'-5" 2'-3" 5' 4 4'-10" z � CLG cp x N A2 u� ON LINE S x1 10"x12" a W N 04 1 2468 R/A 2868 ' ' SOFFIT p T. F W I ® M.C. " ----------------------�� A - `cli E 0 # A/C 21 86 c v ,). GAR EN a OP in COL m TUB o >- OJ z I CL - FLRG LINE ao ¢G? 11'-6" m •-5" '3'-5" 3'-10" DININGROOM BW3 CS s1 wOf 10'-0" CLG FOYER 3'-8" I 5'•4" 4'•10" a ti n- v °! 10'-0" CLG I o TUB /SHOWER ; o o I '' 71 _ Iwo I ? W LIVING ROOM 1 LEA] 2 2668 - L rSa$ = J1 8'-0" CLG aa�� I 1 ¢ 02 S 1 I I INVERTED HIP TO 10' 00-- I ----------- N W.H. I � 9 dJ I " MSo3 S 39 J� W - - - - -� A N R/SH 1 :... MS03 L - J S1 S•1 Z U ,. _ .... _ ---------- - 2 88 't WF02 Hq � MSo3 0 BW2 CZ H4 BW23P6 8 EA SIDE OF ENTRY (2) - 2" SIDELI - 3" X 10" \ S01 CORNER 12'-10" 5'-5" 7'-1" 3'-4" DBL 26 /1 C PROJECTIONS \ 0'.M F01 „' 10' TRANSOM ABV. @ ALL LOC'S MSo3 ATTIC ACCESS i ,0„ .O.M. S-3 T.O. I Q MET. T'HLD OWN \ Sl LOCATE IN FIELD , O.M. g fin TRANS. ABV WF21 \ 1 I I 22" X 36" MIN-------------- o o ENTRY SEE ELEV. S-3 D \ 10' CLG II BM ¢ DEL 25 SH II 11 II � II � 11 II F 1 e 8' CEILING , 4,_8„ 4'-8" BM 10,-4„ 4,-0" BM q 3 CAR GARAGE m LL II ❑ il cryv 8'-0" CLG 4 BM O II IIgM ~ -- - - ----------------------------- Q '---- - ------ ----------^ ---------------- T.O.B.18'0" L S410 BM. 16" X 16" COL. BASE L _ - - - - - - - TYPICAL 0 OS T M. TYP. W/ TAPPERED ALL COLS. COL. ABV. HOSE 9,�„ 0„ 13'-4" BIBB I I WEATHERWISE VINYL RAILING I 1 I 1 ALUM. BRACKETS ARE SECURED °P G.T. TO THE SUPPORT POSTS WITH (3) #12 BY 1-11A" FLAT HEAD H O O I S 2 STAINLESS STEEL SCREWS & SECURED TO THE RAILS WI(2) S22 8 X 7 OVER EAD #8 BY 3/4" FLAT HEAD STAINLESS IlL41 16 X 7 OVERHEAD 16,_O„ �„ II 8,-0" STEEL SCREWS �" 10,-4„ 6,$„ 14'-4" 10'-01, 31'-4" 60'-0.. FLOOR PLAN SCALE: 1/4" = 1'-O" ELEVATION IICR11 +26.5 / -28.8 ) � L) ) +26.5 / -34.4 +24.8 / -27.1 1 ( F ) +24.8 / -31.1 +24.3 / -27.5 I ( m ) +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE 15 AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LE G EN D FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 302.6 (table 302.6) If water based exture sad, Provide 1h" board for 16" O.C. Framing, or d for 24' D.C. Framing. Note 1h" sag -re gypsum d I.L.O. Of 5/8" . 5/8" type "X" gypsum board m c on garage ceiling beneath habitable room(s). 302.5.2 Duct Penetration. Ducts In the g nd trating the walls or ceilin rating the dwelling a shal Fstructed of a min. )mum No. 26 gage heat steel, 1 inch min- imum rigid non class not board, or other d material and shall have R302.5.1 Door from garage into house must be a minimum 1 3/8' solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. ors and windows providing direct access horn-eFZ111SINNIIIIIIII be equipped with aDUA complying with at has um sound pressure rating of 85 db et. The exit alarm shall produce a coot le wa n the door or wind ned. Unless a safety barn 'ng with .17.1.1 through R4501.17.1.15 is install@ Bathroom exhaust fans must vent to the exterior Of the building, exhaust to attic space and soffits is not acceptable. Ventllatlon shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board appl led to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation Is a floor-ce(Iing assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the opening of an operable window Is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 Inches (610 mm) above the finished floor of the room in Which the window is located. Glazing between the floor and 24 Inches I mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannot pass. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be saftey tempered glass. . Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule iFgjMYyilfr . EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g.. attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. . Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. 11 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box @ 36" aft Lurch Ceilings: (See plan for the followir ns) 1fz" exterior gypsum hall be attached to all framing me no x bloc rlmetel The gy2gloSIMMard shall be attached w/ Type IRSSORrscrews at 8" D.C. in filed and edges. bpfbTf!!Fl631L♦'RAse: 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSS shall be attached w/ Ed nails at 6" O.C. field and 4" O.C. at edges of 7d screw shank 3" O.C. field and 4" edges. AREA CALCULATIONS LIVING 2523 S.F. TOTAL LIVING (AC) 2523 S.F. GARAGE 620 S.F. COVERED ENTRY (BASE) 177 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 3520 S.F. ✓ � U Z ,A M Z Z OIL ZT (D Q) 4- w M o _ o (Dv)O W r V)) _ O 0 P! E m O'4 0 U mew 0 ~ m 's 0 oar U o00 6 ♦ Affiliations: B In Consultants: Mgr .i � N I�I0n E 6 h ~ QQooz Q$rmz & IJL CJ m -z m °L+( N �. U m m a �S e O �i 61 c gli 2 1�i fd -a:o < €� , ®� A I6 Z ga CL w ii a N N LL UJI U Z. o O_O �1,per 'c m' b �... / r z^� f s „ IV Builder: a a LLI N �a U Z CL J NO v W W o LU O vJ u m N 1- LL 4 n L z 0 LL U) tG (3 c IV 1 Job Information: 1 q) C M 3 a 0� m z rj �_Lo rl 0) W Uo J N M > M a0 N z 0JLLJZ)o J m (/) CFI L02) LL ♦ I Revisions: 1 YV 2 3 ♦ I Model Name / Number: 2508 IV I Plan Issue Date: I Monday, April 29, 2019 KA PROJECT NUMBER: 19-2899 Sheet: Of: OPT FLOOR PLAN FLOOR PLAN GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. C/O 2 4" 2500 PSI CONIC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LEIS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES, 3 9 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) 95 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FI8ER REINE CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8' SAW CUT A DEPTH OF V4 OF THE THICKNESS OF THE SLAB, 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDTfIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTING SHALL BE MIN 12' BELOW GRADE 10 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN, SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs F1.0 1'-0" X CONT. 1'-0" 2 85 E.W. DOT. 2000 F2 0 2'-0' X 2'-W V W 3 45 E-W. BOT. 7200 F2.5 2'.6" x 2'.6" 1,0" 3 #5 E.W. WT. 11000 F3.0 S'-0" x 3'-0" 1'-0, 4 45 E.W. ROT. 16800 F3.5 3'-6" X 3'-6" 1'-0. 4 #5 E.W. DOT. 21500 F4.0 4'-0" X 4'-0' 1'-0° 5 95 E.W. BOT. 28000 F4.5 4'-6" X 4'$• 1'4" 5 45 E.W. BOT. 345DO F5.0 5'-0" X 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 76.0 6' 0" X 6-0" 1'-4' 7 #5 E.W. BOT. 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING 2" VTR PLUMBING RISER NTS r0 iWR. is U n 9 L ■IN■ ■ ■ _______________________ I ________ __________________ TUB/SHWR ; 1 `al F3.0 4" PATIO SLAB ; —FHOSE BIBB Y i FMO1 Si i`--------- ; ' 'W/S"xS"THK'N ; FM01 I iD I I 3.1 .______________, , 3.1 EDGE 4'-5", 2'-9„ , 17' 10" ED I " I ^"I I II �W/C lal I I e I II LAV �` ^ N I 4 STEPDOWN I I I •' [- \ LAV I 3' 4" o � I FM01 I P ' , � I I L( 41 9 i SINKco � D i T 11'-5" N 5'-5" 30'-4" 8' 7" , I ■ , I I , ' M W ____ I _ O 0 1 L______ , _____ ___ I 6D I ` -'LAV - LAV ' I I I , 00 I FM01 iQ 6'�S" , 5'•6" 00 ' in m 3.1 O I LAV HVAC31 o -:•'9 ' TUB 4 a Zll I :`�----- -''' •--i --£ZLX6e_W` iI `- `ii ---Oa - -- :: ■ WY PROVIDE CHASE 111211I11I111 - ------ _ - - --_- - ---- FOR HVAC UNIT ZII W/C PRIMARY A/C LOC. ZLll F I AS PERMITTED BY _ _ _ _ _ _ _ _ _ _ _ __-_ F3.0 1t11 °� _ I DRYER I N LOC. ORDINANCE ; iZtZli �� ( ' 7'.0" q =-- Syiy�7i 1 tLiCLt TUB/SHWR a - II---+ 411 , OP m II I \ l'l�j itLtS o as 13'-10" 7._0„ _ _ _ _ _=J 1� .. `� i i i i ,WASH': FM01 — — W.H. V. iv I 3.1 ; ■ ■ , `. .' 3.1 I •__-; 4" STEP OWN ' FM11 4 ----- -----'---- --------- -' ■ .-a ■ ' I v F3.0 3.1 I N ■I ■ ■ ■ 4" STEPDOWN I ■ I I I ■ I I I , I � � FMo1 ' I 255'-4" 3'_4r '_2" 7'-0" 3.1 I I O 'O ' _ WI y J •__________________ _______________ a ■ ■ I I I ■ a o L9 I � tJry i chi � � ; PM02 FM02 , XV 7'_O„ 3'-8" , in y J. SEE NOTE 6 ryi - I - - - - - - - - - - - - - - - a - -, O I I 1 ♦� i z------- - IN V F2.5 ■ i FM03 F2.5 FMO3 F2.5 3.1 9'-4" 71HOS B BBE ' 9' 4„ 5„ g 8" 5' 13'-4" _ I I 00 R ' FM109 I 3.1 ON ■■ '_4„ J 16'-0" 0% I 8'-0 '-4„ FOUNDATION PLAN SCALE: 1/4" = 1'-O" ELEVATION "CR" z Zs (/V�� /1 N V — ¢N O w OoJ V) C M F E \' .2 0 4 U 0 N�`N m p N w W OwM6 Q a ♦ I Affiliations: 8 "V ♦ I Consultants: N w 00 H p n 5 g. W Rrn 'p 9�g ' Q pNmZ aj °18i to 12 iyj 03 cxx � 'm12 la O gaQC7$oNs a a N ¢: rn5 m 3� w. Z a Q LL z Z IN w m Lu w � -,F U ryryJ ry ��l� a 4.� 4Cn ♦ I Builder: 1 Q O 3 N w �a U a J LLI �y N Z F O WCD p � pp J a O O > > M (5 c I♦ i Job Infonnatlon: d C O N f0 3 ,2 O0 O 0 W ? m > M f z _ 0 J w D o J 00 (1) U) o"'o L° Revisions: 1 YV 2 3 Model Name / Number: 2508 Plan Issue Date: Monday, April 29, 2019 ♦ KA PROJECT NUMBER: 19-2899 Sheet: 3 Of: FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 2W' CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL CURB FOR F F VARIES MASONRY @ ELEV. 0'-0" W/ (1) - #5 BAR CONT.' " M IN x . 2 STORY: 20" X 20" REINF. N W 3 #5 CNT - SEE PLAN t>• 12) # 5 REBAR BEARING '"' rl L5 FM01 SINGLE STORY FTG 1/2"=11-0" FM02 SECTION @ GARAGE 1/2"=1'-0" x (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. a IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. REINF. y SEE PLAN PLAN — _ — _F. F. Y `o x x 00 I 8 (1) #5 REBAR N E CONT. �n^ (3) # 5 REBAR FM03 I THICKENED EDGE 11/2"=1'-0" I'FM08 2-STORY FTG. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR 2X BRIG. WALL REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE 1 4 1/2" = 1'-0- DOOR. EXTEND 6" BEYOND OF GARAGE F.O.M. EACH END, TYP. GAR. FIN. FLR. ). rx n'i ALIGN DRIVE W/ BOTTOM OF i'Lr p (2) #5 REBAR RECESS &PITCH DRIVE N 2 STORY: 20" X 20' 4" CONC. DRIVE W/ 1/2" EXP W 3 - #5 CONT. 2 STORY: 20" X 20' JOINTS SO" O.C. TYP. 16" (2) #5 REBAR W/ (3) - #5 CONT. FM09 I SECTION @ GAR. DOOR I 1/2"=1'-o" FM10 I INTERIOR BRIG WALL 1/2"=1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) N "y REBAR SEE PLAN 8 FM11 I STEP DOWN BRIG. 1 1/2"=1'-0"I FM12 I STEP DOWN NON BRIG. 11/2"=1'-0"j SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" °ul SEE PLAN ELEV. 0'-0" WITH CURB 0w TYP. SEC. (1) #5 BAR CONT. (G.C. VERIFY) 6a I�__•I z� F.F. REINF. g •' (SEE PLAN) d 2 #5 CONT. INSTALL LINING -- 2 #5 BENT BARS W/ MATERIALS PER�1,=k N N Fec� P2709.2 MIN. 25" LAP SPLICE I •. MUDDED FUR. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2"=r-0" I FM18 TYP. STEP FTG. DETAIL ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY ;0 #5 X 25" X 2W A I CORNER BAR ONE 61 N E FOR EA. HORIZ. REBAR, TYP. U.N.O. N (2) #5 REBAR 16" A/C CHASE 4' PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. FND PENETRATION 1/2"=1'-W STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) HEIGHT (h) d 1 STORY TORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 101' 16" 20" W/ (2) #5 BARS <674# 6'- " >2'-O"-3'-4" 10" SO" 24' W/ (3) #5 BARS %4>3'-4" - 4',0" 12" 12" 32" 32" W/ (4) #5 BARS ;..# # 4%0" >4'-0" - 5'-4" 16"16" 48" W/ (5) #5 BARS CONT.2# 2'-8" & #5 @ 18" O.C. TRAM SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. BAR- #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ CONT TIED 1 EA. VERTICAL REINF B FIN GRADE-8 MIN i� TO TOP OF Iiil STRIP FTG, COMPACTED CLEAN IN MAX 12' U STRIP / OTY OF , 0saa s sa s° COVER d FMASW I STEM WALL SCHEDULE NOTES: RTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL SECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPA STATED IN SCHEDULE 2. W.W.M. QUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND VERT. F.C. ABV. FDN. WALL ENM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EE NOTE TIE INTO VERTICAL AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #g 3. IF STEM IS REQ'D TO GHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MO ORMATION 4.G.C. TO PROVIDE ADEQUATE ING OF STEM WALL WHEN UNEVEN BACK •1s^ FILLING IS TAKING PLACE c. 5. #5 HORIZONTAL CORNER BARS WITH LEGS IN KNOCKOUT BLOCK @ 16' h + O.C. VERTICAL. GROUTED SOLID WHEN WALL IS GREATER THAN 4'-0" p c. TALL (TYPICAL ALL CORNERS) 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WAT TURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL 0 ER FEATURE. .SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL B LY GROUTED. 8.R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTT HALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SUR 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER -0" TALL NTS 51. z 1/ Z rWn CL ■/U�■�■ )� N jft11 _ o � O W a� ` ,V) R EE .if.Ln V �g c o` m W Ou.MN O 0 Q� c �a� � g Q P O ♦ Atfliations: A H ♦ Consultants: e N tpLo g_ 11J L0 N it rn g p JRJ i* JJ 1'ig.3 QON�Z LL(i LL E ,,gggg O1m7mNO N am O�amr w W 2 N m� ZaI-1 LL�zZ `G N W e y W_ O LL� ry G fp;U q E Z —. ~ O � ti c <4 +'•x. L raQ. `tea *..'P1fi.�� .'� ♦ I Builder: aco 3IS) N W �a U ao 5 LLI J Wnor�n LLI o v L a a Z O O IV Job informatlon: O C O rn f0 a O � � 0 O o �D z 0 (D0) CI) W J N m > .�-I N co v z d m i ®"JWZ)O� _I m (f) U) LOOO I° ♦ 11 Revisions: 1 YV 2 3 / II Model Name / Number: 2508 Fli Plan Issue Date: Monday, April 29, 2019 KA PROJECT NUMBER: 19-2899 Sheet: 3 w Gf: ■ FOUNDATION DETAILS r LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECIPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508 x 3 = 7524 APPLIANCE CIRCUIXS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEIPT. +APP. CIR. = 36,524 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 26,524 HVAC CIRCUITS_ A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 S= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" _ (.40 x 26,524) =10,610 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS 200 AMP PANEL PROVIDED W U w w W W 0 S WP M GFI 3 FAN \ W/ LIGHT OPT � II OPT FAN W/ LIGHT OPT FAN W/ LIGHT 0 ril FAN \ W/ LIGHT I ------------------ / FAN W/ LIGHT OPT WIP ACFI GFI------- �, CM --- ----- \ / , SP ' r I, .I ,� � I I 3F ' I` FOR D/W ' FAN ' / LIGHy I FOR HOOD ' WHEN EVER (/1 POSSIBLE CHIMES W GFI TO BE LOCATED IN M PERSHELVES = R))` �_ - ® ,,.,", '" �/• �� VERIFY LOCATION INFIELD U I J`_ I, C „ G----------------------J °I I GFI r, 1 — n - ' Oe220 1/ o +: I t 220-------- — - I I W.H. L' _ j v u LI ' — J C ELECTRICAL GFI ) NOTE: PANEL @ 42" / I \ ' FAN W�LIGHT C I N\ I ' I I I ,� FAN W/ LIGHT \ GFI LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE / ' ' ' � \ \ DOOR IS PROVIDED A DISCONNECT SHALL ' ;' GFI \ BE ADDED AT METER LOCATION. ATTIC ELECTRIC , I ' / IF REQ'D BY CODE \ i / I r II II II II II I, GFI \ JYl/ �JYL/ � 0 , I I ` � • I I II II „ GFI I II II GFl FOR GARAGEDOOR ,I ----------------------------- FOR GARAGE OPENER NOTE: r KEEP COACH UTES OUT OF BANDING, QUOINS, AND/ I ----------------------------------- DOOR OPENER ----------------------- ROUND COLUMNS WHEN , '----------------------------------------------• I I POSSIBLE, REFER TO ELEj�ATION FOR TRIM. / GFI / o 42" I , , , I I , COACH LIGHT COACH LIGHT - --- _ _ _ — - _ _ — - COACH LIGHT BIBB ELECTRICAL PLAN SCALE: 1/4" = V-O" ELEVATION "CR" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE, 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISH ED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. S. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C.. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). i6. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ,all SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT $4 FOUR-WAY SWITCH FLOOD LIGHT $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE —��—c TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN lb 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT W DOOR BELL CHIMES W WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET O DOOR BELL I* SPECIAL SERVICES OUTLET Dp P DISPOSAL TV T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER L.E.D. DISC LIGHT ❑ JUNCTION BOX O WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING j® �} BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 150 OR 2DO AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMN. 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 150 OR A/C DISCONNECT UNDERGROUND 200 AMP SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. U Z Z g i �. Z_ Z N Wtr W 0 0 W OPa3 oi7FE mod_$ U 0 y (� N 0 s = �Q�rn �w c <^ Q a $ 0 ♦ Affiliations: A [I B D,, E♦ Consultants: T y3 N ro ago LO cq O .� Zp� ryry w 8 � J CG '$mg9$ Q DN O�O1Z IL LL LL $ g U w� P z (.an�� W 0) $ Sc�L'� a O ;z8a W �.'- a w H- N � v `8Vg'm. � _ZaFS ¢ z Z < N V W CIS yN 03C — 8 FLL ILI Of Z cl Of d cl S igg�g W Y ¢ O ¢ c E ? U U F- I- O E Is io 46 Y d d m ♦ Builder: In w r tM0 W 0 U O U ci M z IL 0 ul J W N O a ���z n LL N F W S �I p "= O Z -3 C ❑ O 0 (9 c 9 ♦ Job Information: � N N � n as d O OC j z F— 0O O V m � z M it U O J �m r r) N N m v) DO v Y z CO g Q_ILLI�otf 0 o Revisions: m 1 YV 2 ♦ Model Name / Number: 2508 ♦ Plan Issue Date: Monday, April 29, 2019 VI KA PROJECT NUMBER: 19-2899 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust w W HEAD HGT to 2' 0" 2 0" 25 SH FIN. FLR. 12 6 OF BLOCK 48.OW RIDGE VENT LITE TEXTURED 23 SH CEMENTITIOUS COATING 48" OFF RIDGE VENT 48" OFF RIDGE VENT ■ bo 60 u) 25 SH LITE TEXTURED 3450 SH 2650 SH FIN. FLR. CEMENTITIOUS COATING 2868 RIGHT ELEVATION TR" SCALE: 3/16" =1'0` DEL 3050 SH BRG 0 GJ 0 BO TOP OF BLOCK V'DOW HEAD HGT 0 e FIN. FLR. TOPOF BLOCK / 'DOW HEAD HGT 0 in IN. FLR. DBL 25 SH LITETIXTURED CEMENTITIOUS COATING 25 SH 25 SH TOP OF BLOCK !N'DOW FLEAD HOT Ep 80 FIN_ FLR. REAR ELEVATION SCALE: 1/4" =1'-C" Soffit product provides - 4.12 net sq in /sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 13&00 net sq In / sf Overhang distance L33 It S.F. of Area to be vented (SF) 3920 s.f. Total needed for exhaust for upper1/3 845 netsginches Total needed for intake (soffit area, lower) 845 nets inches Number of Off Ridge Vents for upper 1/3 needed . 6 LF. of Ridge Vent needed (can be used in combo with ORV) 47 Lineal Feet of Soffit needed to meet required 154 Lineal S.F. provided by Ian 223: 48'OWRIOGEVENT 48"01TRIDGEEVENT LEFT ELEVATION "CR" SCALE: 3/16' =;L'-0" -- --- -- - 12 alutU Itb& ON 28"HIGH CEMENTITIOUS COATING 28"HIGH BASE 16" TRANSOM BASE (2) FIXED GLASS ABV FRONT ELEVATION "CRII SCALE: 1/4" =1'-0" CD LO Z Z 10 /iVW'I JJI w _ O N p w E89 0 Ln c MiZ7 E 0 0 V C) bo a wig= O � L) ^ Q Y 0 ♦ IAffiliations: ALI a ryj B D " t ♦ Consultants: Go QED OD g$� ti E0 _ ti N N uJ .q r`I Go uJ o tk 00 aR 00 ESv� ma U MN�d ti 3msgg O' �"GF2 W C7 LLo wa' W N 8 fy m p l Z g a a N LL Z - �o W ,—�qz p C WIn 12 a� �Rew 4 J G EO pG: \\>C�.��•rfOY of � 4 �S':?0 �o ❑ ❑• fLr 4 ♦I Builder: YM U Z ac WLLI N w NO W LL. d' aq LL LU a z J W is Coz o O 4, o � p j S M CD c J LIJ U J 0 a- 1♦ II Job information: 1 0) C O H-� `y L 0 t0 N I— C 5 m Z V _� W V O e M > N A V z m 3 N FL Q J W D o-t Jmv)(!)ooli ♦ Revisions: 1 YV 2 3 ♦ Model Name / Number: 2508 ♦ Plan Issue Date: Monday, April 29, 2019 V1 KA PROJECT NUMBER: 19-2899 Sheet: 5 Of: ELEVATION — CR 20'-0" MAX DET. TB03 "X" BRACE SEE G.C. TO PROVIDE DETAIL T601 BLOCKING TO COMPLY W/APARECOMENDATIONS _ FOR SPAN RATING OF 7/16" OSB. SEE DETAILTBO3/S-4 Nk w x ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/10 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX L THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS d EQ. O CONTINUOUS BOTTOM CHORD a BRACING 2 X 4 MIN. SEE DETAIL TB04- 4 � a TH m v O '� "a � O � O a 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. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 1/a"=1'-C 2 O I 4 FT. I ------------------------------------------------------------ I I 4 FT. I � I 2 I 2 I 2 �� I I I �J O I O 5 Fl . 4 FT. O I 5 r l'. 4 FT, O2 I ' O O 2 I A'OO'A 1 I , I , 4 Ff. -4 FT. 2 -- O O O 4 - - O ROOF NAILING ZONE DIAGRAM O NAILATBASE2ROWS @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD NAIL TNT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE TOd RING O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER SHANK NAILS) NOTE: W/ 8d COMMON NAILS @ 4" D.D. GO (2) 8d NAILS @ 3" D.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 MEMBER IF GABLE END NOTE: ad NAILS FOR WALL SHEATHING MUST BE MIN .131" X B 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 1 3/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD, FOR EXPANSION. FASTENERS SHALL NOT PENEIRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE EXPOSUURR E/ EXPO EXPOSURE/ I BEYOND SHEATHING SHEATHING ...!!! l PROVI DE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM I S !- t---- .SHEATHING VERTICAL 112" - - - - - - - - - - - - - - II I II II II SOLID 2x I I II II II BLOCKING @ ALL w III III II II II I SHEATHING N III II II II EDGES (SEE y III C SECTION X-X) N III III I C I I I III OPENING III II 1 III - - - F-�1 III II C III II II - - III IiI III II II III II II II I �O TI--It- II I II II II 2x STUDS w II. I II I BEYOND. _ II I III IIII II II II SEE PLAN o II II II I III II II I 13 y II II II /III II II II I �--- HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 42 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR; ADAMS HOMES- Model 25M 3CF OR Base TRIMS 1D BEARING POINT TRUSS ACTUAL CONNECTOR. CONNECTOR UPLFT DESIGN FASTENERS NOTES UPLIFT RATING Cl - CS, E7, E7V-ME, . H7, H17 L/R 298#.Ness HUA16/PER TRUSS MFR 18IN (9)10. 1-1/2" B04-811 L/R - 603 ad, less- HETA16./HETA16 1830N/183001 (9)l0a A 1-1/2" _ (9) SOd A 11/2" All -A16, B12 L/R. -868#or less HETAl6/H10A 1810#/1340# (9)10d x1-1/2" (18) Owl x 1.112" FOS L/R- -418#or less HIOA/H10A 1340#/1340# (18)1Dd x1-1/2" (18) Old x l 1/2' All L/R 18964 or less (2)HUM6f(2)HT520 25ON/2900# (xll/2" (2048)10d )10d x 1-1/2" W15 S/R- 354#or less. H2.5A/H10A SLOW/1340# (10)ad (38) 1Dd x 1-1/2" (10)ad DOI, D02 L/R. 730#o, less H25A/H30A/H10A 600#/1340#11340# (18)1w x 14/2" (18) Old x 1-1/2" (9) 10d x 1 1/2 A011 ME -ME L/M/R 1164#or less HUA16/HIOA/HETA36 1830#/13404/1810# (18) 10d x 1-1/2" (9)10d x31/2' (9) lOd x 3 1/2" A01A-ADS, AID L/M/R -3044#or less HETAl6/HT520I HIOA 181D#11450#/13404 (24)10d xi1/2" (18) 10d xi12 (20)1Ud x l l/2' " A09 L/M/P 2424 #Br less (2)HETAl6 / (2)HT520 / 2500#/290D#/25W# (72)10d x 1-1/2" (2)HETA16 ED3 COW. -84 PLF or less TOENAIL 330 PIP (1)lad @4"O.0 . PER GE01/5-0 PAT - PBS CONT. -224#or less PER TRUSS MFR A09 SUPPORT COLUMN CS JOINT416 -24244orless WLS-SOS2.5 5645# (14)1/4"x2-l/2"SOSWS& S"MIN, EMBED ' 5/8' Epoxy Anchor or ATR (1)1/2"Wedge Anchor&(8) A17 SUPPORT COLUMN C3 JOINT911 -1896#.,less DTT2Z .2145# 1/4"xi-1/2".51355rrews TRUSS MANUFACTURER, PRORU LD DATE OF LAYOUT: _- DATE OF TRUSS CUT SHEETS: 4/24/201.9 L- UFT, R = RIGHT & M - MI DOLE BEARINGS BEARI NG LOCAD ONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAW I NGS. OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 TRUSS PLAN TIC & CR1f SCALE 1/4" - 7' O" 7 SIMPSON- CONNECTOR SCHEDULE MARK I TYPE DONNECTOq&TASTENERS 8PF -1 O FRANETO HETA18 wl(S)IN x 11S, 17)5 1810 MASOMRV 4ETA20 w/19110tlx112° O FRAAMF RMF H3.MW(10)9d NALN B35 600 USP- CONNECTOR SCHEDULE CONNECTOR FASTENERS 8PF SYP WA16 w/0OTW x1112'OR 1585 1015 H`A2Ow1TO)IOdxI TV RT7Awl(IORd NALS 5M 870 RTlMW(I7)lMxi LT' 1160 13M PS16ONx'10AT2PLYTRMSE$ zw 14'led I In" TEXTFRICA 9/5 116n L/ PgM1E I LOCAI ION INCLUDE(3) 12d T(TENML9 eW IDW LOCATION INCLUM(3)12a I BHNNL$) too& 1195 OFRAMETO MGT w/(22)IN MILSANJ dB A.T.R. W 12' WCT16w/D8ItOd WJL3ANDAVA.T.R.w/ MASONRY EMEkOMENiw/9NIP90N'AI'E San "BE 1T'EMEEOME)IOdxlMP90N BXT5RIOXY 3330 USE O FRAME TO Hi920w/(24)10dx 11IT IATEXTFAN]R R 1CLUDE(3"(AT EXTERIOR ILOCA FRAME IOCATN]N INCLUDE (3112d TOENAIL$ TONS 14W LOCATION LOCATION INCLUDE (3)12tl TOENAILS 1235 t53G FRAME TO (2) H7S20 w448)IN x 11/'(AT FXIFRIDR R HTW2D WNS)l Od s 111P'(M' FxrmoR FRAME LOCATION INCLUDE aS12o TOENAILS 24W 2900 LOCATION INCLUDE(8112d TOENAILS (EA) �� W60 FRAMETO HOT-2 W(I SIM NAILS AND (215/8" A.T.R. HUGT2W(18)IGd NALSAND(2)5AV AT.IR © MASONRY wIFTEMBFOMENT451OPSONTEr Og65 10980 w/12'EMHEJMENTwl 91MPHON'BET' 7020 9790 BF. IHGT-3 FORS EPDXY(HUGT3 FDA 3PLY) RTR w/(181 IM"x 9°WSVNOD$CAEWS RMI(12) W83 WOOD SCREWS AND OFRAMETO MASONRY AND (2)IWx5"'TREN HDANCHUR BOLTS OEM 5000 (4)&A°x 8'WFDGFROI.1 3600 Eno 0 FRAMETO2 LGT24 3R IW 11 1 ) SINKERS 8 14 ma-M 430DM 2 LUGT2 w/ 32 itltl SINNERS t0 NK 1 1 (1 3 m. M a Do. 1 M J3 hl4WNHY 1 FRAME 1l4' x 21/4'TITCN 2 PLY ( TRI%6 OR (26)18tl$INKERS FOR FggMF (EA( 36T0.F 4t00.F VR' T x WEDGE -BOLT 2PLV TRUSS) ( 1 DR (32)16d 51N(FR$FOR FR4ME(EA( 38008 4626f O FRAMETO (2)U3T3 w/(24) IN'. 3" SD$ ECHEWS ON' 47W-M 8570M (ZJ LUDT3w1(24)IN' x2for 'W326 NW"M 7060.M MASONRYI FflM1E &(9) x3 TREN (2 PLY TRUSS) OR IN) Tell SINKERS FOR FRAME (EA) 0310-F T370F SCITEWS B(4)3R'x5"WB(2 PLV TRUSS) OR (68J 1tltl 91N(ERS FOR FRAME(EA) IAW1 7710E O M B FA HU410 CPT HUC41811.. T.) Joe 042M HD410 OPT HD41 OF W(la) l6d 8(10) 10d GtHHE NNL5 UN1B95 NAILS U0019V ©BEAM TO HW100PT BOWEN/(I NITEN 044500 HD410 OPT HDo OF wI(la) 1/4' x9' G#350( MASONRY IA' a 214-&(10) too WJLS UNIWO WEDGEBOLT&(1O)IM NAILS MINE O BEAM TO MASONRY I HW6OPI I4UC464(SlNNUL9 a 02)1M"x 2 W MIEN (TO Mn) U91MO UM30W 1CASOM HW6W(611Gt NAILS& Cola a 0Y300[ Ca,"a" FRAME OR(12)16d&0)1W(FORPRAME) U4980 SYP'F U91136 SYRM (12)I9" x 2 W4" TAPCONS(TO MA ) OR(12) led A(6) 10d (FOR FRAME) U#110 SY'-F FIRM (2) HETMS OPT(2) HETA20 2035 2G35 2) HTA16 OPT (2) WA20 15M 1615 OFRAMETO M MASONRY LPLYW 10 IN 11 GR MO 2500 1-PLYW11%1Nxt1n"OR 3170 3230 2-PLYw/(12)IN 2-PLYw/(12)16tl HTSM16 W(AIN NAILS AND(41114W 114- 1010 117E HTWV10 W(al0d WAILS AND(4)l/^1 RX 1145 120 FRANE TO F "CONS WSDDE-Bar ON MASONRY OR HTSM20 W I10)10d NAILS MID DR (4) IM-2114' TAPOONS 1010 11h, KFAVo wl T OOIOO NAILS AND (4) 1/4-M314- WEDGE-0WLT 114. 12a © FIRMETO H10BW(8)&x1fir NALSAND(2)3IB•M• LUOT1WIel Wxt lfT NNLSAND 121 TITANHD 915 1N5 31VA"WEDGE-BOLT 895 Tom FRAME TD OTT'tz .1 (9) V4'x1 VC BEEN WOODDTB-TZw/(a) 1Hxl la' WSI5 WOOD © MASONRY SCREWS AND (1) 102 A.T.R. EPDXIED W 1835 2145 6CAEWS AND (1)I/2° 8 AT.R. EPDXIED W 18H SINPSON'SEP'(SEENOTEN) SIMPSON 'BEV (SEE NOTE Wo FRAMETO HTTSWI(26) 16W2 tn' NAILS AND (1) SA' Y HTT45 wl(26) 1W xZ TN' NAILS ANOD) RO MASONRY AIR. EPDXIED ad/ SIMPSON 'SET" 4375 5090 519.3 A.T.R. EPDXIED W SIMPSON"SET" - W05 (SEE NOTE 1I4 wa. (SEE NOTE 94 BELOW) RHAMETO HTF4w1(18) Idds217 NAILS AND (1)&B' E HTT45 W(13) 1W a in' NAILS AND(1) SO MASONRY AT.R. EPDXED w/$IMPSON °SET' SUB 4235 SWITA.T.R. EPDXIED N SIMPSON "BEET' - 4160 (SEE NOTE N4 BELCMB (SEE NOTE 84 BELOW) O FAME O 1109 W(24)1N.11 'RAJL9 $70 1010 LUOTi ad(23) Ed x11/2"NAILS aftloft TO HMM(T w/(4)I/4-xi IW SM WOOD RT16MW ool0dx11n'NAILS& OFRAME MASONRY SCREWS&(5)ti4'x21/4"TgpO0N6 805 W5 (4)114'x 1314'TAPCON6 1395 130 FRAME TO VGTw/(16)IA-WSDSWOODwMWE& O MABGMV,/ (1) Mra A.T.R. EPDXIED W SIMPSL7N'SET' One 4940 w/12- ON. EMBEDMENT (2) VGT W (32) IWO-SDS WOOD SCREWS OFRAMETO MASONRY &(2)Sl8"B A.LN. E10X1do W SIMPSON M75 7185 '5ET' 412' NBC. EMBEDMHNT OFR X 0 VDT w/(16)1H'M3-SEE WOOD SCREWS e 1Rx2 HOU4LBOUS W D Io "1/T we WOOD NOS S65 MUGTI 5 W(22) 1N NAILS& HTT46 W H 8) - 4160 FRAMEMME SCREWS & (1) 5'8'a A,TJ4. 1N NAILS & (1) M' B ATA. FRAMETO (2) HTT64(No l6dW In" NNL9& (2) HTT45 4(52) lfidM INNML9 " O FRAME (1151-9 AT R. (SEE NOT£ M, 4575 S090 A7n slA•P &rR 1RPPNDTFN41 50135 3. DO, MAY UOL OTHER SIMPSON OR USP CONNECTIONS SEE FAMINE PLAN TOR CONNECTORCALL OUT. 4. FORSNGLEPLYTRUSWS,SCARONFUI.I.HFQH7$YP#12YA"TOTRUSSVEWICALWEBwI(2)BOWSOFINNMS@8"O.GSTAGGERED 5. MIMMUMATR.EMBEDMENT:6' EMBEDMENT PN{1'2-AIR. Ir WEEDNIMT FOR W Ax.R8" EMSEWERTFOR7M' AT.R.(IFAT STEP, DEPTd IS FROM LOWER SLAB). O MPIIMALCONNECTORUNOONFRMNGPLAN CONNECTION FOR ALL ROCF / FLOORTRMSES TO MASONRY WALLS/ LNTE18IICF WALLS UNOON PLAN 2. CONNECTION ATYT OR 3T O.C. FENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLELTO MASONRY WALLS BEE DETAIL FB121D3FOR MORE INFORMATION 3. CONNFCTIONFORAI.I.HIPJACKICORNERJACK)TOMMONRYWALLWCFWML&LI T IS 4. CONNECTION=ORALLCONTINUWS RIM ROMDTOTOP OFMASONRYATST O.CMAX. w/(A)AT EACH CORNER D.C. TO VERIFY LOCATION DOES NOT CONFLICT RNLI or APPLICABLE) LAYOUT B. CONNECT ALL FLOOR TRUSSES TO INTERIOR SEARING WOOD WIILI/REAM$.1(2) 12d TONAILE BO MNIMV.CONNECTORUNOMI-RAMNGMAN CONVECTION'OR.ACK TRUSS TO WOW WALL OR BEAM © MINOIALCON14ECTORUNOO4FRAMNGPIAN CCNYlCiION �ORALL IHUSSE9 TO NTERICH,LYNERIOR 9EARNNONgO0 WY.1G1,Ira(Iu xF4mC ROOF FRAMING NOTES G SYSTEM (SEE ARCH.) OVER MIN. 1/2" COX (4 PLY) PLYWOOD, SHIN =ER, CH.) OVER MIN. 7 ODD AT �'-�° ^ ^&AY -- OF (SEE PLAN FOR SIZE AND V V V AL PLAN FUR I YPICAL RUUY 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH 13) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - 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 DRAWINGS 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 DRAWINGS, 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-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST -METAL DRIP EDGE C.M.U. OR ICF WALL - 0 "; �2 x SUB -FASCIA SEE TYP. WALL -- '�-ALUM FASCIA SECTION S _ O 2x BLOCKING NAILED 1x2 MIN. P.T. FASTEN TO _ TO TOP CHORD OF EVERY C.M.U. w/ 1 1/2" LONG OTHER TRUSS w/ T-NAILS ®2'-0" O.C. (2) 10d NAILS AS SHOWN SECURE J-CHANNEL CONT 2 x 4 NAILED TO @ 12" O.C. BLOCKING W/ (2) 12d CONTINUOUS VINYLW4h TI!lIINMrMiID�iT G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES r SPECIRED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" w _ y Z g 101 D4@� �L.�S SWV M Q - O W O Ln C RMF E W O Q 9) '. og�W ® Cot N Q n O ♦ Affiliations: SDI V / ♦ Consultants: N ��an w " Do N fD cc 9 g1 LU o) OD OD ri E'J &fie O�amy< Mj W Q��LLaU Lu' a O d" d�W fV z N LL W W CJO 3 DO fi'ad1W uJg D�CI DD $ Q N F DC 0'6 \ p A 0 I ♦ I Builder: N LU �a U a � J LU LLI W Z r^ VJ J W aP J LL QQQQQQp z O O M 1♦ I Job Information: Q) C O P ca O � F_ � O O O �D z 0) O) w U J O N at TH N m tip m (j i; z 1-�0 m�LD O_jLLIZotf �a J m (J) 0 DO Revisions: 1 YV 2 3 v1I Model Name / Number: 2508 Plan Issue Date: Monday, April 29, 2019 ♦ KA PROJECT NUMBER: 19-2899 Sheet: Of: ROOF PLAN A LINTEL BEAM: ► 1 COURSE LINTEL BLOCK W/ 1 /t 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - NON-SHEARWALL SEGMENT 1011111111111111 FEW: TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE 45 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL • SEE LINTEL SHEET FOR SIZE OF LINTEL) - PRECAST LINTEL REG. OR RECESS TRANSOM OPENING - - ,FRAME INRLL AROUND WINDOW '�•� BY BUILDER SEE WFO1 FOR MORE INFO (2) 2X8 WOOD HEADER ' TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER ® EA. END. USING (6) 3/16" DIA. X 13/W TAPCONS INTO MASONRY & (4)10d X 11/2" NAILS INTO HEADER, THEN APPLY THE 2ND PLY TO THE 1ST PLY W/10d STAGGERED 0 6" O.C. OPENING F.C. EACH SIDE SEE PLAN MS02 TYPICAL SHEAR WALL SECTION N.r.s. MS07 I LINTELS AT ENTRY DOOR W/ TRANSOM N.T.S. TYP, TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. �SIMPSON SP4 W/(6)- 10d X 1 1/2 SP6 OR SP8 FOR 2x6 AND 2,8 WALLS DOUBLE 29 TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. t EARING WALLHEARWALLFRAME WALLM.U.2 SVP/SPF P.T. W/ 2" X 6" EXPAN$ ONR ORS OR (6) 3" X 1/4" ONS OR7/8' HILTI TIX-DNI 2x BASE PLATE SEE PLAN FOR MORE INFO MS031rnnrvm ("n I/unv/JI ILPxnf Ty," Iv I N.T.S. 1 AAACnK10V nnA1KLCnTInAI TICTAII 2W MIN. LAP #5 REINF. BAR 9 43 OR 414 REINFORCING BAR #q.¢ Rd I AP CDI ICE 25" MIN. g #SREINFORCING BAR #5 STD. 90° HOOK #51 AP SPI ICF SCALE:1"-1'-0" #6 REINFORCING BAR • GRADE 40 U.N.O. #8 LAP SPLICE MS05 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4' X 2s" 12" O.C. 1 2 x 6 1/4' X 2-55" 12" O.C. 2 2 x 8 1/4" X 2b1." 12" D.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. y w PREC0.S� - -- iLINTEL (2) 2X P.T. ¢ BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT IX NAILER TO MASONRY IF DOUBLE 2X NAILER 15 USED, USE 1/4FIX 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11 12X BUCK DETAIL I N-TS' I SIMPSON 925 TOP AND DOT. W/ 12 10d NAILS 9 EACH STUD 2x 4SPFAT 16" O.C. - USP LSTA30 W/22/10d NAILS 2X8 P.T. W/ Y47L3" TAPCONS 0 6' O.C. IN MASONRY OR 10d NAILS ® 6' O.C. IN WOOD, SEE PLAN FOR HEADER I � REFERENCE DETAIL 1 I WFO2 IF RADIUS I / OPENING REQUIRED i I 111 TRANSOM OPENING I I ARCHED OR FIAT I II 2 x 4 SPF AT Z-2x9 SPF I ' - 16" O CC. / $ILL PLATES I II II u u d l l SIMPSON SPl W/ 8}]0d HAILS CI BOT AND USP SFT24 W/ 12-10d NAILS@SILL DOOR OPENING 2-2x4 SPF TOP PLATE SIMPSON LSTA30 W/11-10d TO PLATE & 11-1 Od TO COLUMN SIMPSON A34 W/ (8)-ad X 1112 NAILS 0 TOP & BOTTOM OF HEADER 4X4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED w/IOd O e" O.C. 'SIMPSON MSTAM36 MAY BE USED W/ (8)1/4'7(21/4" TTTENS &10-10d NAILS. P.T. SILL PLATE W/ Yz' Fd ' ANCHOR BOLT 32" O.C. 9 BASE PLATE DOUBLE 2X4 W/ USP MP34 0 TOP & BOTTOM SIMPSON A34 W/ (8) Bd X 1 1/2 NAZIS OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE NOTED. WF08 I LINTELS AT ENTRY DOOR W/TRANSOM N.r.s. I CE LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: Adams Homes Model 2508 3CF CR - 8'-0" Plate STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 952 134 405 84 8F16 - 1B / 1T (MIN.) 2 91-411 1843 250 1136 63 8F16 - 1B / 1T (MIN.) 3 71-611 2661 804 1624 308 8F16 - 1B / 1T 4 71-611 2661 1516 1624 859 8F16 - 1B / 1T 5 41-611 6113 175 2707 92 8F16 - 1B / 1T 6 121-011 1254 197 724 234 8F16 - 1B / 1T 7 41-611 6113 1564 2707 795 8F16 - 1B / 1T O U ELEVATION IICR" ►©I w RG"AR A- c0m YIN. <II REG p I.V/' fAEM d 1^U. ,r' gRWY .R ,,a, Po RGGM a- p°nOM O O aF _,NTE� cavnr a AD m RE'NFORG 'wrs"AcuAL FRovlon LNTEL NAR'k9; a' ueeuNAL slow TYPE DESIGNATION P . FLI.m JMA ORO, r 1. UNPJ , f 1,11T' OF ,e R®dR AT IF e070"i OF LNT64 GAMY SF161r-15/ITII L Ng l"L SDT4 J J G NTnY OF 5 NOnN4 HEOHT RESSAR AT TOP MATERIALS 1. rc precast Ilnels - 35DO PSI. 2. f'c prestressed Ilntels = 6000 psi, S. Pc grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR60. 6. Red Faber per ASTM A615 OR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled Ilntels as required. 3. Installation of Ilntel must comply with the architectural and/or Structural drawings. 4. Lintels are manufactured with 5.1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Alt IImets meet or exceed L/360 vertical deflection, except Ilntels I IA" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added Faber to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire sdrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be pmvided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 axd ACI 530 1D.Untel min. depths are tailed out on lintel plan. If contractor Installs a deeper lintel than Indicated on the plan, doing this Increases the strength of the lintel antl is approved without engineering letter, if a smeller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" Searing. Eneplion: Safe bads for unfilled Ilntels must be reduced by 20% If bearing length Is less than 6-1/2". Safe leads lot all recessed Ilntels based on W nominal beading. 2. N.R. = Not Rated, 3. Safe loads are total superimposed allowable lead on the section specified. 4. Safe loads based on grade 40 or grade 60 fcid r,bar, 5. Additional lateral load capacity can be obtained by the designer by Providing addionel reinforced masonry above the precast lintel, 6. One #7 rebar may be sWAlstituled for two #5 rebars in 8" lintels only. I. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. S. For composite lintel heights not shown, use safe load hem next laver height. 4. All Safe loads In units of pounds per linic r feat. PRECAST "U' LINTEL W/ 3000PSI CONE GROUT SHALL BE RUSH AT OPENINGS SEE GENERAL CONCRETE WRH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ru A 10" STD. 90 HOOK ANCHORS (TYP.)�': HOOK Fill L. 5 w N 7 rc Q REBAR ON BOTH SIDES STD. 90 DEGREE ANC1E 3000 P S I. OF OPENING U.N.O. CONC. W/1 #5 OIA TYP. BOND BEAM REBAR B" x 8" x 16' K.O. PROMOE KNOCK -OUT LINTEL BLOCK BLOCK FOR FIRST FILL W/3000 P.S.I. -' COMPLETE CMU COURSE CONC. W/1#5 DIA. BELOW SILL & FILL SOLID REBAR W/ (1) k5 BAR FOR ALL WINDOW OPENINGS 616" - AND LARGE INDICATES FILLED FROM FTG. TO titCELL M.U.N.O. BEAM WITH 1415 BAR MIN. SEE FOUNDATION PLAN I MS011 BLOCK WALL REINFORCEMENT I N.T.S. I TYP. DOWEL 25' MIN. LAP (ACI 530) V/ Z z 8 W Wp W Ed O � aMn'E mD_U ~ N N UDo00 N W O w M O F O D N y 0ob �co Q � � O ♦ Affiliations: 8 M. ♦ Consultants: v C y N cc 00 Ea& L B LU rn Z W ''(G r6N F_potiN J# Rk cx�x xa.N� Cn�mLLO y CN aN a"aa Z CN ffi3 w �NqO 30 N W.2S v' w�WAG o�p of �- E r$r1•(V C J O` GO t0 w CTJ4 n�.0 w O * 2 A .•. �1 rB F tptdFTTfpR 5 1 ♦ I Builder: ato 3 U) N LLI �Q U ao J W MIA m N Z F (fl vv�i = W c ci J 0 O M � c I♦ I Job Irlformatlon: I 0 c 0 in In Y T m 3 '2 � O_� U m z �_0) 1-4 LL I U J Fit "' N m t"n m 0 W VJ VJ 00 ♦ Revlsions: 1 YV 2 3 ♦ Model Name / Number. IV 2508 I Plan Issue Date: Monday, April 29, 2019 VI KA PROJECT NUMBER: 19-2899 Sheet: S.1 Of. LINTEL PLAN n )$to �`NO 00 G HEIGHT OF THE CHIMNEY SHOULD EXTE 2' ABOVE THE 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 CD POI HERE THE CHIMNEY IS 1FROM NEAREST W=AN WEEDGEDGE AN0' CHOR EACH END SEE FLOOR PLAN SPEC. " z g FOR BEAM SEE PLAN FOR BEAM z BUILDI SURFACE. CUSTOM GALV CAP O SIMPSON LSTA24 W/ WITH SPARK ARRESTOR (12)10d NAILS = i ' 1 Q VERIFY STYLE OVERHEAD SECTIONAL W/ BUILDER METAL FIRE sroP DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT �^' '' Id-, _ v I z hI W! WASHER. MIN. 6 PER d ; , • `\ Q I TRACK TO JAMB. - ` • °S9, ;.°;%, ••" • ' SEE DETAIL WF02 ON SHEET S-3 - �� w �,.,"••••• DOUBLE 2x PIPE STABILIZER ii FOR ARCH FRAMING s 'p TOP PLATE WHEN REQUIRED 5 1/2" DIA. x 8° oo ( ) 1/2" X 8" A.B. W/2" "J" BOLTS WASHERS IN " i o u w a)v) m 0 0 9 SET SIMPSON A34 W/ � o �' 0 FILLED CELL W/ #5 TYP. FILLED CELL (8) Sd NAILS o 0 VERTICAL MIN. 5 PER JAMB. o ;i 2X4 #2 SPF STUDS @ 16" O.C. w/ SIMPSON - '' „ w '- ° 0- SPl @ TOP AND SIMPSON SP2 @ BOTTOM 2 X 8 CRICKET W/ EXTERIOR SHEATHING ATTACHED SECTIONAL �' '� I, SEE PLAN �. _ p y w £ a$ ° PER NAILING SCHEDULE SEE ® OVERHEAD (3) SPF #2 FOR INFO. V o Q m ELEVATION FOR FINISH CONT. b DOOR STUDS W/ 16d NAILS Q Q v PT.#2 WOOD SYP 2" X 6" @ B" D.C.oc SIMPSON LSTA24 d Affiliations. o s TRIM �O VIDE 2x BLOCKING < •r.; ••�:•�,; •• ti • • • !.'r • • W/ (18)1od NAILS P B Q.'., @ WALL IF NOT ALIGN w/TRUSSES 2"x6" P.T. WOOD JAMB a •.� ;rn •. ,• . 16d NAILS—► E Consultants: W/ (2) TOENAILS .,,, @ 8" o.C. T DOOR AND CONNECTION PER �� ;; STAGGERED ° AGGERED SIMPSON LTT20B c a N m m r 1 I NAILS TOASE T RUS w ELOW d GARAGE DOOR MANUFACTURER GARAGE SLAB Y W/ 10-16d NAILS &(1)1/2"X12" r o ., ! N ti � N W rn W o ® 8" O.C. TYP. GARAGE DOOR 'A' 'A' WEDGEANCHOR .«9Effig. r N uj 8 o . LL LL TRACK MOUNTING DETAIL A A 1g o15 -mmoQ W/ 14- 0 EA O m -,s8 Lj �2�L4 iS d a 1g ¢ u. o .`' ui w 0 TRUS NOTE: DETAIL CD22 / S2 MAY BE SUBSITUTED FOR THIS $2` - EE Q S 9 Q CV I U z c €z < Z s N CHIM PIPE MIN. DETAIL - UNLESS NOTED OTHERWISE v � v o 3 1 1w ILL 0 TRUSSES cv w ea w Lu _ CH01 TYPICAL CHIMNEY FRAME DETAIL 3/4 1-0 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 16 ENTRY HEADER DETAIL N.T.E. g®,„��� g d ,-� ¢3 � • •' F'i Y � Q O Q :" CC O. O •' m ,1°4t P.R QA R INSULATION PER FBC AND ENERGY ' FORM SSUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES 12 AT EAVES (FOR VENTED ATTICS) Y 12 FIBERGLASS SHINGLES OR ° SEE ENERGY FORM CALCULATIONS FOR INSULATION REQUIREMENTS SEE PLAN TILE ROOF (PER ELEVATION) ! \ OVER APPROVED UNDERLAYMENT SEE PLAN PROVIDE BAFFLES AT EAVE \ PER FBCR 905.1.1 OVER APA FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING (TYP.) FRAME FOR BUILT-UP TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES CORNERS min (3) 2x4 OR ♦ Builder: i OVERAPPOVED UNDERLAYMENT FASTENED TO TRUSSES PER ROOF 4x4 w/ 2x4 POST UNDER EA " ' - ' PER FBCR 905, 1.1 OVER APA ' NAILING SCHEDULE) 2 X 4 PLATE END OF SUPPORTING BEAM. n i - SEEROOFPLAN R T' RATED STRUCTURAL SHEATHING PRE-ENG. WOOD (SEE STRUCTURAL NOTES , TRUSS ANCHOR (SEE PLAN) -' � � % - i - SEE PLAN FOR KEEP IN 3/4" FOR SHEATHING NAILED W/ 8d NAILS @ 6" IN 1i - - TRUSS CONNECTI -- 1 - INFO & LAYOUT DE N m r' TRUSSES@24 D.C. FASTENED TO TRUSSES PER ROOF _ _ i---� — - 6RG. HT. AND LATH WITH FINISH O.C.00 - _--� n\, _ __ r -` W �. M NAILING SCHEDULE) PLAN) CEILING BOARD—J / •• ' (TYP.) ALL SIDES i \ \ (TYP.) FRAME FOR COR- r_ ��c�+ '' La wr TRUSS ANCHOR (SEE BE INSTALLED ON OUTSIDE FELT PAPER OR—/ `' ETAL DRIP EDGE TRUSS 0° �,` �NERS FORNON LOAD ° -- m �; - mTO FACE PLATE • 3/4" 2X SUBFASCIA BEARING SIDES NAILED`- p ° p ° �` �0'° °'° ° °'? ' SEE ROOF PLAN •� $ :h fY ' — - P.T. NAILER :. W 16d NAILS ®8" O.C. / FOR BEAM SIZE & Q SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS Op ° p °� ° v ° O CONNECTION INFO ` .- ry z f7 a - '-METAL DRIP EDGE O .,,� Qo N Z W CEILING BOARD _� CURTAIN NAILER n 8 x 8 x 16 K.O. 1 x 4 P.T. @ WINDOWS LINTEL BLOCK 1/2" x 8' J-BOLTS (1) CENTERED EA. (TYP.)4 COURSE HIGH A.F.F E E �' N 0 W CONNECT ALL 2x STU SUBFASClA TO TOP PLATE WITH (4) 1 x 8 P.T. @ S.G.D. ^ O.H.W/ (1) #5 DIA. REBAR & ^ CMU BASE FILLED W CO SIDE W/2"WASHERS i / £ ° 4 vi W W z n 16d TOENAILS SOFFIT. SEE ARCH. H SEE ELEV, 3000 PSI CONCRETE (TYP) w/ (4) VERTICAL REN F w/ a o m N 0 ~ V J PLANS PRECAST "U" LINTEL H HOOKS INTO FTG & AT T ( 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE H OF COLUMN HB&G COLUMN WRAP OR - € ®I J W = tl 0 u PLAN AI -Al 2x4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. � o � Z O O C SHEATHING ATTACHED PER J b OPTION. 15/32" OSB EXPOSURE 1 ON i NAILING SCHEDULE O.H. EXT, WALL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) - 2X PLATES MAY BE /L SEE ElEV. SEE TB13 FOR NAIL ATTACHMENT. % SEE FLOOR PLAN FOR wIII M ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 314" r COLUMN SIZE & BASE ; w Job Information: PLY ATTACHED W/ (2) ROWS OF I6d STAPLE @ 2" O.0 EDGES AND FIELD. NAILS AT 8" O.C. ^ NOTE: 44'• MAX. SILL HGT. ON ^ FILL CELL -(1) #5 DIAL SIMPSON LSTA30 SEE FLOOR PLAN CONNECTION INFO. , m 0 ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI w/11-10d TO BEAM FOR BEAM SPEC. & TO FRAME BELOW w SECURE 2X4 P.T. BOTTOM ^ CONC. ALL LOCATIONSPLATE , , W ALUM FRAMED WINDOW W/ SCREEN ., SHOWN ON FOUNDATION &FLOOR PLANS i ANCHOR/ N HOR/BOLT SET IN �O (G.C. TO VERIFY W/ FLOOR PLAN H i SIMPSON HIGH -STRENGTH n ` LOCATION OF OPENINGS IN N EPDXY 6" MIN. EMBED. EXTERIOR WOOD WALLS. IF NO , , ' m OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). i • o ° I..V , NOTE: 44" MAX, SILL HGT. ON ALL BEDROOM WINDOWS. r ALUM FRAMED WINDOW j 00 W/ SCREENLO ¢ CO3 c-I CEMENTnTOUS DECORATIVE FINISH 7/8' THICK PE0. ASTM ^ PRECAST CONIC SILL SQUARE CMU BLOCK BASE W/ 1x4 P.T. WRAP or o r• N z 0LD C V O C-926-98A WINDOW STOOL H (4) #5 VERTICALS FILLED SOLID STUCCO BAND w O W (•n J PER SPECS H INSULATION PER FBC AND ENERGY SIMPSON HETA20 SEE ELEVATION FOR MORE INFO > •�-I N M m 0 ZX STUDS (SEE FLOOR PLAN FOR MORE IDS (SEE FLOOR SEE T813 1/2" DRYWALL FORM SUBMITTED WITH PERMIT y APPLICATION PROVIDE BAFFLES AT V IXTEELEVATRIOR W/10-10d TO COL N Ai Al BUILT-UP CORNER MIN( 2x4 'POST UN ER POST x m ON SHEET 6 � IONS)ISH EAVES(FOR VENTED ATTICS) (SEE ELEVATIONS) ' i EACH END OF BEAM a z y U O- O FOR NAILING INFORMATION FOR a — ) •C LL.I � SEE ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR I. x 4 P.T. 17" IN CONCRETE - 25" NOTE: ' 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE s J W r ^ ' v J v' O REQUIREMENTS w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACI 530) ABOVE HD) wJ2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN INSTALLED ON INSIDE OF �• L , SEE FOUNDATION RevIS100S: MIN. 6" FROM END -SEE WS07 WOOD BASE ON FOUNDATION PLAN COLUMN. DO NOT BEND-'�'�Li.���„ • ° PLAN FOR FTG 1 YV WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR STRAPS UNDER PLATE. " . aCt, 9->'?�° ° PLACE STRAPS IN FILL • • , Cq- a' a ° , SIZES AND LOCATION FOR SLAB INFORMATION TOP OF SLAB _ _ _ _ _ _ _ _ SLAB INFORMATION TOP OF SLAB v „ ; ' CELLS w/#5 REBAR ;;-; r 2 Model Name / Number: - 1 '',-" `I GRADE „ GRADE � I 2508 CLEAN 3 JTL' Plan Issue Date: ry O COMPACTED I SEE PLAN FOR RE -BAR QUANTITIES (TYP.)4 COURSE HIGH CMU BA • '•.•°'' • FI,"I, �)� [C '••� x FILL • U' w/ CONC - SEE PLAN FO FILLEDTOP t p •.� �li r'II {� • SIZE. OFCOLUMN B SE � Monday, April 29, 2019 SSE FOUNDATION PLAN 1B • Y_ _°EE PLAN SEE FOUNDATION 2•-0° AFF 1 �f'-' KA PROJECT NUMBER: FOR FTG REQUIREMENTS PLAN 19-2899 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Y DETAIL- UNLESS NOTED OTHERWISE .8 c Sheet: � � Of: CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. CD LUMN @ENTRY -CRAFTSMAN ST N.T.S. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4-=1'-O' WS01 TYPICAL WALL SECTION 8" CMU 3/4 V-D" TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG F AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 (SEE PLAN) V` 'e ? 7/16" O.S.B. % ' 2x8 W/ (3) 12d EA. SIDE !� TOENAILS EACH END 2X BLK'G. 7/16" OSB W/ 6d TO O.S.B. NAILS @ 16" D.C. - W/ 2 - 8d TO SIDE & TOP NAILER EA. END EDGE VIEW 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) Sd NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING N.T.S. SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES (3) 16d COMMON @ 16" O.C. NAILS(TYP) — HEADER PER/ LOCATION 7/16" OSS W/ 6d ww NAILS @ 16' O.C. HEADER (SEE PLAN) TO SIDE & TOP NAILER ® 2x W/ (3) 12d TOENAILS EACH 7/16" O.S.B. END TYP. EA. SIDE 2x4 SPF CONTINUOUS 2X BLK'G. TO O.S.B. BLOCKING ATTACHED W/ 2.8d EA. END TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE EDGE VIEW WINDOW OR DOOR OPN'G IF02 DETAIL @ ARCH WINDOW FRAMING N.T.S EXTERIOR SHEATHING - ATTACHED PER NAILING SCHEDULETBI3 ON SHEET 7 AND 7.1 CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ONLY IF NEEDED. SEE PLAN SEE PLAN FOR BEAM SIZE 2X4SPF AT 16" O.C. F!� I I I 11 II , 11 , II II , BUILDER FRAME RADIUS ' AS REQUIRED IF14 KNEEWALL @ ENTRY FRONT WALL 1/2"=1 PROVIDE 2x4 ON TO OF 2xB TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) \\ STRUCTURAL SHEATHING 9 8, 7/16" MIN. NAILED W/ 8d M/4' ` COMMONS @ 3" O.C. @ 2x4 STUD ` EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2xB STUDS ` BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR �` \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. STANDARD �` ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END \l� (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING T` `� TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 ` . `N\ * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) \ STRUCTURAL SHEATHING TOP PLATE TRANSITION Z I PIPE OR DUCT w/ OUBLE 12d + +I ug PENETRATION THRU TOP SPLICE OL VARIES W 4ROOF I+ +I y TOP PLATE W/ MORE SLOPE T I G THAN 50% OF TOP ROWS 12d 2X TOP PLATE TO I 20 PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d 5- SIMPSON PSPN516Z WOOD WALL OR NAILS @ 6" O.C. I w/ d NAILS TYP. TRUSS. SEE PLAN 2X4 CONT. W/ (3) 12d J TOPP & & BOTT. N COMMON NAILS EACH ;--- +-+ STUD TYP. T&B + +I + 0 ALL EXT. CONDITIONS A .S12YS.S.�2 P(2) ON aUDS TO TO LATE W/ (4)16d TONAILSNOTE: 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ W/ SINGLE BASE & TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PLATE W/ PLYWOOD TOP PLATE W 8d 2 1/2" x 0.131 NAILS SHEATHING * NOT REQ'D. WHEN QT SYSTEM IS APPLIED COVERING NOTE: TRUSS OR ROOF SYSTEM PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL D02 SHEAR TRANSFER EXTERIOR WALL � n m "4 14 � eo ao 1" 11h' 1 h" 14i Q LJ (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 0 LAMINATIONS W/ (2) 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) (D. 0.16211, L-S1/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D=0.162'. L=31/2')OR EQUAL 110ENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE 1/4'DIA. %61/2' LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQLAL (SPACE AS OHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION- ADDITIONAL INFO- WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST, 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) Ha F.F. OVERHANG FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO' REPAIR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL N.r.s. E15 FALSE BEAM AT GABLE END N.T.S CMU 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT, IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO OPENING G.C. TO O.S.B. W INSTALL (3) TITEN HD. W/ 2 8d 5/8" x 8" EQUALY SPACED EA. END PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW OP SPLICE OUBLE 2xS TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. 'BOTTOM SPLICE OVER STUD IF7.7 TOP PLATE SPLICE DETAIL 3/4'=- HEADER SUPPORT NO. OF JACKS & SPUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1) (2 (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 CONNECTOR REQUIRED (3) 16d SEE PLAN SP4 AT COMMON 2X CRIPPLES @ 16" D.C. [24"D.C• NAILS(TYP) FORWLL W/SIMPSON SP2 TYP. — HGT. TOP AND BOTTOM © ICE ilia/ 0,7D�� • // If I • • • • ' ',,III �r • _ 11 • • * • :.Amplaklill• • •' "• • • "" • •NO • • LTA Five WINDOW OR DOOR OPN'G 'CMU WF39 TRANSOM DETAIL AT ENTRY * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH SPUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN STRAP 10d NAILS @ 8" O/C TYP, DOUBLE 2 X 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 3EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12' O/C FOR 2 x 10 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 N.T.S. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULETBI3 ON — SHEET 6 2 X 4 P.T. NOTE: HOLD FRAMING 1/0 BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE LINTEL STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO , BLOCK EDGE , I , ' I STUD ANCHORING: STUD TO TOP PLATE: I SIMPSON SP4 2X4SPF AT 16" O.C. , ' STUD TO BOT PLATE: SIMPSON SP4 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL W21 KNEEWALL @ ENTRY FRONT WALL 3/4"= ------------------, SIMPSON HUC410 -----------------^ ' ' BUCKET SEE ROOF PLAN FOR MORE INFO ' ' SEE ROOF PLAN I � FOR BEAM SIZE i & CONNECTION INFO ' SEE FLOOR PLAN FOR COLUMN SIZE & `---' _ _ _ - - BASE CONNECTION INFO •- OPTION A OPT 1 O N B 1/2" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SCALE: 1 1/2" = 1'-0" (� Al IA SEE PLAN FOR TOP OF BEAA M BEAM SIZE & SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — o •;r EE PLA FOUNDATION N FOR MORE INFO CD11 COMMON BEAM ATTACHMENT N.T.S. 2 X 4 #2 SPF KNEEWALL WITH - STUDS @ 16,, 0-C. W/ STRUCTURAL SHEATHING ON BOTH SIDE FROM TOP OF WALL TO BOTTOM OF BEAM, ATTACHED PER NAILING SCHEDULE. - SEE TRUSS PLAN FOR CONNECTION - FRAME OUT TO BLOCK EDGE I SEE PLAN FOR Fi::::BUILDER BEAM SIZE FRAME II II , RADIUS AS REQUIRED II II , I I I I I i 2x BUILD -OUT BEYOND IF38 KNEEWALL @ ENTRY FRONT WALL N.T.5 WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 20's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-I&d EA, TO COL ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM D04 BEAM @ RAISED ENTRY MASONRY WALL N.T.; 12 SEE ELEV. (TYP) SIMPSON SP2 @ EA. STUD —� APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O,C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD SIMPSON SP1 @ EA. STUD J 2"x P.T. PLATE 1/2" X 8" "J" BOLT - @ 24" O/C MAX 8" x 8" x 16" K.O. BLOCK W/ 1 #5 CO NIT. CMU WALL RED WOOD TRUSSES @ 24" O/C .IFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE -2"x4" STUDS @ 16" O/C r—CRICKETAS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" zz In1J g > Z �y a W i — Z 11J C9 �J W (� O v O W E N = gMFE s C) ma4Gu W 2 LL 0 '. N D 0 x w $ o O 0 o am I V < n P < i d ' t Affiliations: r Ah B D_X,� �'y COnsultants: L NLO = (n .i 8.Itl N � LO FW-8p8ppno @iega aMN�Z Ja LLLL LL I Pl gE No U: w 6 = cC/1 a�� i • �E�c '� 8'�gmp� Lq a `i o €��,'®�SnNsaw o N `m @ Z_ a ?; LLit rvyNp33Q ofZI N 4 'ti k�E a' UU 00 �<*� bb ffiffi d� ¢Pa^*• I b� s 8 � � �xz`'�y.o .E.. .o, ro °dA, IV I Builder: M M 3N W �Q U N W d' W 3 Lvn: w N FW WZ0 o cM5G G U) � / to 3 .a LZ > O 2 '— C 0 DO z r1 0) 0) W:3 m -I N M f!) rp U C) J W O J m U) U) LO 000Lo mv�Revlsions: 1 YV r 2 3 Model Name / Number. 2508 Plan Issue Date: Monday, April 29, 2019 KA PROJECT NUMBER: 19-2899 Sheet: 3 Of: TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING -- DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN -- 12". ATTACH 2x OUTLCOKER @ 24' O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 450 O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. SEE STRUCTURAL NOTES DROP GABLE END TRUSS &LOOKOUT RAFTERS 8d NAILS C"o +� \��JJ AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - `MINIMUM 2"x4" -" - _ Sd NAILS @ 4" O.C. -WALL AND ROOF SHEATHING, SEE T813 SPACE BLOCKS AT 24" O.C. FOR SHEATHING DEjd,, AT 4" O.C. CROSS BRACING ' (SEE PLAN FOR i "\ ` 2x4 SYP BLOCKING FOR SPECIFICATIONS BETWEEN TRUSSES @ 48" LOCATION •';-'�^'I" 2x4 YP I BRA F FOBLOCKING O.C. MAX. FASTEN TO EA. S R w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL.END 2X6 SYP L BRACE FOR 2X4 SPF BLOCKING °! VITRUSS , \ Z 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. PANEL EDGES W/ (�. ,, Zs .IDGETHEN 48" O.C. AFTER. NAIL w ATTACH LBRACE w/ NAILS @ 4" O.C. NAILS EA. END TO T2X6 BRACE NAILED -NAIL SHEATHING @ LOOKOUT RAFTERS \ 3-12d @EACH FEND &12d CROSSING AT 45 ANGLE. GABLE TRUSS I° STAGGERED w/ Sd TO SIDE OF GABLE ' TRUSS WEBS I• IF APPLICABLE (NOT REQ D WHEN GABLE IS _ 4'-1" OR SHORTER) FASTEN (1) SIMPSON HGA10 12" LONG 2X4 #2 SYP BLOCK AT W/ 12d NAILS _ RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) @ 4" O.C.WHEN STRUCT. SHEATHING x m (3) 12d TRUSS BAYS (8'-0") NAILED IAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. W 3-12U TO CHORD MIN LO K/PLATE NAIL GABLE TRUSS / ( 2x4 SPF CROSS -BRACE GREATER T AN 3'-0" '° �` 7/16" MIN. THK. - NAIL COM. @ m a Z //''�� N In PER JOINT , f� 1ST 4 BAYS) TO TOP PLATE w/ 16d NAILS @ 4" O.C. .' @ 48" O.C. - NAIL w I° / (3) 12d AT EACH END & AT w/Sd 3" O.C. EDGES & 6" `6 DJ N 2x8 PLATE CROSSING AT 45°k ANGLE `a' O.C. FIELD ��VV (Z CONTINUOUS LATERAL BRACING- '- .T. 1/2"x8" ANCHOR BOLT 4 BAYS m Y 0 - - NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS AT 48" O.C. MIN. KNOCK OUT COURSE TRUSSES �° lOd @ 4" O.C. `o L% — (^DFo a CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING XBRACING-2x4 SPF OR SYP MASONRY WALL CONTINUOUS 2X4 SPF `o 'N w o�m M E w/ (3) 12d @ EACH TRUSS WEB SPANNING (4) TRUSS GABLE TRUSS 'E 0 �O2X4 BAYS (8 Fr) NAILED TO ,° F-. m a BLOCKING@ 4" O.C.NAIL TOP OF "T"- � U ws NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE w/12d & (3) 12d TO CHORD ) ' „ TO GABLE TRUSS w o •L � 0 0 g a N y TRUSS w/ 2.12d AND 1TBJATTACHMENT OVER JACOR K OVER JACK TRUSSES, SEE SIMPSON MTS12 w/ m _ = U i 0. a 0 0 TB01 TYPICAL CROSS BRACING DETAIL N.Ts. T802 TYPICAL CROSS BRACING DETAIL N.r.s. SIMPSON H8 w/ PLAN. \`\ \ 2X4 SPF BLOCKING BETWEEN TRUSSES 14-10dx 1112" 9 n CL �<� o 10-10dx1 1/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"xl 1/2" @ 48" O.C. MAX. NAIL DEADWOOD TO TOP PLATE w 16tl @ / NAIL TRUSS BOTTOM' CHORD TO 2X4 DEAD m 5 ¢ a 6 ♦ Affiliations: PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d 4" O.C. "BAYS WOOD w/16d @ 4"O.C. A FRAMED WALL OR BEAM AND -SIMPSON HS w/ Ilk `m B' � BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN, 10d x 1 1/2" NAILS SIMPSON LSTA30 w/ c ♦ Consultants: NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE 14-10d 048" O.C. E T ro FRAME WALL OR BEAMZTYP.. BELOW SEE PLAN w = AITERN TO BLOCKING PRE-ENGINEERED OVERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. GE05 GABLE END BRACING FRAME WALL N.T.S. $ S 3 g- 2 gQ o z " - Ei WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP — �N- � O = G. �'° 0G.T. TRUCTURAL SHEATHING N PACE _ t ,� 9 m a Lq O) ��ANTOP ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 ,¢ CHORD WHEN RENAIL TO TOP CHORDmqZag�Q2 PREVENT SHEATHI- - - - - OF HIPPED TRUSS W/SPAN a � E N LL NTO FROM IXCEEDING HIP 12d NAILS @ 6" O.C. 2x8 SYP BRACE NAILED DROP GABLE END TRUSS $9 aa w v �W, w -2 LLI °gu✓� IT MAX 24" SPAN (EITHER G.T 4 SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE &LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" is ^ \ ,,yyY++ m g if ¢ SIDE BOTH IF D Q ) AND NAILING SCHEDULE TRUSS CHORDS 3'-4" IN a g'�'` .'r•1 . ei >; FOR SHEATHING DETAILS USING 10d NAILS @ 4' O.0 FOR 12" AND UNDER - SPACE BLOCKS AT 24" O.C. g ~JLZJ!J, •`��'0 0 0 �'. �SN'• (2) 12D NAILS MINIMUM (3) 12d 2X4 SPF BLOCKING @ �� �� ' ROOFAT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR PANEL EDGES -NAIL T► T m " �" <? ' ; � • SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING SHEATHING @ 4" O.C. PLAN STAGGERED w/ Sd � � � �- •• ,,,J "\ STRUCT. SHEATHING c �•Pp �• 0•' s� •�'• F'• 2X4 BLOCKING 2x4 SPF CROSS -BRACE \ '• @ O.G. -NAIL �` , 7/16" MIN. THK. - NAIL w/Sd COM. @ g ♦o *Q�., �i Tt'"""' °° e° TRUSS CHORD d A & A 12d AT EACH END & AT 3" O.C. EDGES & 8" Eeee` BETWEEN TRUSSES HIP TRUSS (GABLE END) �' CROSSING AT 45 °k ANGLE TRUSSES `. O.C. FIELD a SECT. A A TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. CONTINUOUS 2R SPF SPANNING (4) TRUSS SIMPSON H8 W/ 2X6 SYP 10-10d x 1 1/2" BAYS (8 FT) NAILED TO 2X4 BLKING @ 4" O.C. ,' GABLE TRUSS o w/12d & 2-12tl TO CHORD 2x8 SYP a CHORD BRACE 2X4 SPF BLOCKING - G E04 W/ 12d NAILS BETWEEN TRUSSES @ 8" O.C. @ 48" O.C. MAX. ♦ Builder: (2) LSTA18 H CONTINUOUS W/ -10d x 11/2" TO - �' SEE DETAIL "- $ TRUSS NOTES: 2x6 2x4 SYP / STRONGBACK & 8-10d ' NAIL GABLE TRUSS ,.r 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO AN51/TP'1.2014 PROVIDHAT E STRONG -BACK x 1 1/2" TO "T" BRACE i. TO PLATE W/16tl @ 3 W w Q � (TRUSS PLATE INSTITUTE) NOTE COMBINED WIND AREA IS GREATER BEFORE THE ROOFSHEATHING IS APPLIED, AND BRACING IS THE MOST COMMON CAUSE OF ACCIDENT W/ 12d NAILS EACH , 4" p. p. M m GRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED -INADEQUATE CONSTRUCTION LOAD SHOULD BE LIMITED 8' O.C.00 ' TOENAIL EA. 2X8 i IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL N&T BE PLACED ON TRUSSES. THIS ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY ' LEG TO PLATE Q " M U TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED BE SPREAD OUT i 1/2" x 8" A.B. c�i �. CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL 312tl & SIMPSON O @ 48" O.C. MIN. I Q EVENLY OVER A LARGE AREA 50 AS TO AVOID OVERLOADING ANY ONE TRUSS. .'+ ' HGA10 w/(8} 1/4" ,I p, G 2. ALL BRACING (De,CB,BB) SHOWN ABOVE SHALL BE IN ADORION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL AT 20"0" 0-C. MAXIMUM. ' I `p`� i i ' x 1 1 2" SDS OR t � w LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES TRUSS INTERSECTION. ✓ EQUAL"''° N W 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT • KNOCK OUT E o N O THE TRUSS. PLATE COURSE ATTACHED DIRECTLY TO THE BOTTOM CHORD OF 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 2x4 "T" BRACE (2x4 SPF) 4 BAYS $ Q' m W O �' V) SEE TYP. TRUSS BLOCKING DETAILS SEE GABLE BRACING DETAIL a � 0 W � m IV - F SHEATHING Lu W F- O i of 3 TO 4 TRUSS ALTERNATE SHOWN TRUSS SPACES DIRECTION GE04 11 II T BRACE CONNECTION C� GABLE END W/ VOLUME CEILING 3/4" = 1' �" GE03 GABLE END BRACING w/ VOLUME CEILING N.T.S. w ¢ c o T Z O us 3 VERTICAL SCAB 2X8 q2 SPF 48" O.C. W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS 0-1 NAILS SEC')ION TO TRUSS a 9♦ Job Information: OR HCLR/LL IN PLACE OF(4) SOD &B SEE STRUCTURAL NOTES AND REQUIRED @ RAFTERS GREATER THAN 8'-0" NAILING SCHEDULE FOR (4) 12d NAILS ii SEE PLAN uBLETOP DOUBLE SEE STRUCTURAL NOTES AND NAILING SHEATHING DETAILS EA. END CO PREENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS 2x STUD WALL VARIES w ROOF ' • N SLOPE6 SEE PLAN +-' CIO \ CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X \ \ 2X4 SPF BLOCKING \ 44)12d WHEN IT LANDS ) 12 SPF aa^ o.c. w/ (4) 12d \ BETWEEN TRUSSES ' 7 NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / � 0 SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4} 12tl REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ \ / / \ / ,' ,' 2X4 SPF BLOCKING . i '¢ O 0 m B THAN 8'-0' \ 2x4 SPF BRACE / @ 48" O.C. MAX.w/ ' 2X4 BRACE@ 4'-0" % +' @ 48" O.C. - NAIL w/(4) \ (3) 12d END NAILS ONCENTER ,' n N V O ct COLLAR TIE EACH END & EACH END , , W f co SHEATHIN EVERY 3rd FTER \ \ \ ALTERNATE R \ ALTERNATE DIRECTION ' ' _ `0 J ;n \ IL i m I.)TRUSSES 2X4 BLOCKING BETWEEN CB BEVEL CUTS W/ (2) 12d NAILS (OPTIONAL) • ,' �+ . M @ EACH END, CONT. EACH BAY Ta / / TRUSSES ' $ a CL ® ) O � B 2X4 SPF W/ (2) *7XS-1/2" ALTERNATING DB WOOD SCREW EACH TRU55 / / SEE PLAN ti _jM 'w r J W V / v J 00 LO OR H5 @ 48" O.C. BLOCKING / / PRE-ENG. TRUSS E ♦ ReVISIOOS: CONT. ROOFSHEATHING ATTRUSSTOP \ / / TRUSSES ' ' 8 1 YV STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. / / In SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / m B 2x4 PT. BLOCKING BETWEEN DIAGONALH12tl WOOD 2x8 42 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-0" ON CENTER 2 TRUSSES W/ 12NAILS AT 8'-0" TRUSS \ ^ / 2X4 SPF BLOCKING ♦ Model Name / Number: EACH END MAX" 2x6 RAFTERS @ 2•-0°O.C. BETWEEN TRUSSES Y V TOENAJLST RI COMMON roENaLs To RIDGE BEAM WALL BELOW @ 24° O.C. MAX.W/ \ / \ (3)12d EA. END (TYP.) SIMPSON HGMA10 2X4 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) 4 FT @ 2'-0" D.C. MAX W / (3) iOD / , , •,\ SEE PLAN 1/2" GAP- @ 4'-0" O.C. MAX. m 2508 CONC. MASONRY COMMON TOENAILS TO RIDGE BEAM STEEL OR WOOD - m To ♦ Plan Issue Date: 2X4 CONT. AT T & B CHORD BEARING SUPPORT _ Monday, April 29, 2019 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE EXTERIOR INTERIOR f i m a @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING m ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 8" C.M.U. SEE 2 19_2899 PLAN FOR REINF. Y 2x4 S.Y.P. @ 16" O.C. a � Sheet: w /-11' Of: N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.s. T614 NON -BEARING EXTERIOR CMU WALL N.T.S. a ROOF FRAMING AND BRACING DETAILS n TMERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maifimum of 1/4" thick shims. Predrill thejambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2.1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/161 CIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. lJ SPA EVE 6" 6" 6" 6" SINGLE DOOR Ij SINGLE DOOR W SIDELITE F" 6" S. b 3" 3" 3" - - E I I I" 1 3" 3" If 3„ 3, 6 6. 6" 6,I DOUBLE DOOR W/ SIDELITES )A fE T ;PACE :VENLY C LOCATION"'OF BARRIER TO BE 19-011 SINGLE DOOR W/ SIDELITES DOUBLE DOOR a PACE VENLY I • ....... e., a" a�aLe ....................... .........- SEALANiL NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 3/8" MIN HEADS. 6 PER SHINGLE. 0K itoot� To use In 6th0am SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL AT ENTRY NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. TEXTURED, PANTED EXTER. WALL FINISH 6^ X U" H GALV. FLASHING CONT. PLASTER STOI> 6" X 6" H GALV. MSHING COW 6' �D�ea Nols" �Cuyraa 0 ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM or 6'ADOVC VERTICAL RISE OF FLASHING AT KNEEWALL FLASHING DETAILS FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW \ AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" 'tAA x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK iWTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS .. 1/2" DRYWALL FLAT HD. TAPCON SCREW THRU THE W'DOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S IN FRONT OF CH. OR APP. WH REQUIRED 11/2"+KIN• EMBEbMENT 2X WOOD FRAME BY OTHERS 00 UDOD SCREW 4" DIA. CONCRETE SHEATHING FILLED PVC. PIPE. BY OTHERS a CAULK BETWEEN FIN &SHEATHING I< O TOP O F SLAB EXTERIOR WIP MIN. EDGE FINISH DISTANCE lawl V ryBBY�}OT�H•eEERrS PERIME r EP /# �1 yy 1/ T' 1.\RA4. - - — - - - — CAULK BY OTHERS SHIA4 SPACE b 09 Ile w 1°. t I Q.A. WINDOW HEIGHT 16" MIN. DI ETER EXTERIOR INRIOra CONCRETE FO NIS PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING 1 N.T.S. WINDOW INSTALLATION N.T.S Col. W LOU& Ar EI OF& OVCRLAI n1. EAV2 DROP VIER THE UNDERLAYMENT, THERE SHALL RE A INIMUM 41n WIDTH OF ROOF CEMENT IN ITALLED VER IHL CHIP EWE FLANGE- DRIP EDDL eNALL LE IECWW ICAL-Y (ASTENED A MAXIMUM Of San ON ENTER. WHERE THE Vead AS DETERMINED IN y Hy—Lite Ilw iiation Instructions For All Fixed Windows With Mounting Fin Includes all of the follof series: 625 / S25 / AZ15 / FL15 / AZ30 / FL30 / V1500 / V15M / V380 / V380 1rf2o0 I VT280 1 GS2000 1 GB2080 Prentiss 662 1 prestige 882 LH10 Matlin. Fastaner SPEdrg (3amea, Head and 544) 6' _8•_..� 4�_.! Wall Framing; #2 5auce/Pine/Fie Or Re\ ba , Sillmne a 10 X1-1/2" M10 SIDE. Minimum rein e"am Glaang Bead 1-3/g^ �' -- abunang Cmss 5ection V lew Sitenor Viev of Rs ed V*dI Mnlmum I tII �- 5it1®ne fMeHa SMMhitg. �_-_ Not#: we afltVIY rammmmrd me wa of flaseaubgas or Msh/ng t#pds and III tons as sraradIn ASYN f2112-07.Nowefa,*6 to "Nsfdtn In md�anof pvl/dgp bOai it Foil' ug on srwuser to datiew ne meproosr meb7lafbn ofmose Items.L6AVe TYE OUOBLe WMp OMI (krone Inslailing wur WloLbw, Me NjUble wrap may be pealed bask k, Ins,e tlpn, but please restick the wrap tot Protect the bsC trots 5[IaIAI of rind Ottlaf JdR,due L.01 Mf1n'CJn, z, WrToeue. Step 1 Measure to be sue the opeNrg Is 318^ m 1/T' urgerthen t¢ wlitdew am both wrtdN and hodamc*. ^ Yau meY wW m pre-0MI the ItMallatan holes In tlfs fln of thb alma. ore MXesm dae Mes bra Nr Step 2 APNY a 9—FOUS bead of Puff in the backside m the mounting M. Use enough Allmne in K4kW Fr fill all wins tetween the fin end the wall shadon . Step 3 lrc to wk eft t e opmhg ham the outride. TM windmv H lebekd "imide" and'oumde", Mt'rfthex lebeb have beset rmp0md, the QWM bald shoulder be m to Imlde a the build; . Step 4 Ideas shims under the sip, adlustlng them U es the unt a phttM in and opening. Stoma Bhould M Ntsmikd una7 theaft every 2 feet. The window should be batlalIV Centered in Ue opul Win to mom than 1 V Sap between tM windaw and wall training. 5 Inam110 010 x 1-1/2" screw 4' from to <emer of the M m each end of the Mad W and both' robs. Step 6 IraWl tM rcmafning fasferers N 8' ircrpnenM from aloe conifer screws es the cuter of emh forme member. Use wm na m wen• Ightat the saewsand pMl tfsm the M. Also, nlaNe sue the screws o In streight and do rct uux the frame m bow. Waft Mmkig should be a minimum of #2 Spnice/PisWnr. Fasteners Amid be #10 stress of sufficient Ifforthm aLhieve I-Vepereduation n d t e waft and Winds than 1/2" from edge of framing. Fastener quantnes needed In Men side of harp m achieve 8' "n tR or Forme Mentfsr 10' 10' 2P 99' 42' S0' S6" 66' 74" 82" g0' g8" NumMrUFasfeners 1 9 4 S 0 7 a g 10 11 12I U 7 Remove a ddus Mkone ueese our hum around the On and insides for Mks or wlds. Use sIIINrfs m NI a saws. Sep 8 Irdmired, a Ideal iradatldn ran M aPphal of to fRo da gap between the window and wall fta ning. If app8ed, tlNsm lobe ule NON E fPANOING TYPE FOF N, Sap 9 Since Offset windows are boulftV used in moms with high mdbmm, W, batlraoms, It Is mosmmerided trot the incerbr gap between the window and wall dieming ales be sealed Win aboxfe and tDOW W as net m Interfere With the haml xon of wallboard, We a diem. Step 10 Once all construction Is complete, remover the bubble wrap from the Inside and ourzldo of OR, weele . If mvffit, dean the Nader wth a "Id detaniont am warm wafer usIns a soft dnd. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Approval # Method Roofing: 1st Choice DADE COUNTY APP. CERTAINTEEO LANDMARK 30 NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL5444-R13 2nd Choice DADS COUNTY APP. OWENS CORNING AKRIDGE FL16828.1 AR W/ 3/8" MIN PENETRATION THRU SHEATHING 3rd Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR FL7006-R10 000&1 F 4th Choice DADE COUNTYP, GAF FL10124.1 ROOFING UNDERLAYMENT: 1st Choice INTERWRAP, INC. RHINO ROOF UNDERLAYMENT SHALL BE APPLIED AND FL15216ft3 RLAY T 11 ATTACHED IN ACCORDANCE WITH WOODLAND TYPE II UNDERLAYMEM'S-HVHZ nd Choice INDUSTRIES INC #30 ASPHALT -SATURATED ORGANIC FELT 3905,1,1 FL17206.1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 21X6" P.T. WOOD JAMB WITH (5) 1/2" DIA. X 8" "J" BOLTS FL15279-R5 FL15279.52 2nd Choice +30.0/-32.0 CLOPAY FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 HERNFIBERGLASS TRU-CRP SS DOORORP. GLAZEDSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16"X3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL15225-R4 THERMA FLUSH 2nd Choice +67.0/-67.0 FIBERGLASS DOOR OLUS AND MIN. 12" O.C. THEREAFTER, THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN, FROM FL16225.5 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16' O.C. THEREAFTER.(TYPICAL ALL 4 SIDES) Siding: 1st Choice +0 -146,3 / The T co Grou aP P 7" Sta Bred 8g INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 11A- LONG WITH T /8" DIA. SHANKS & 3/8" DIA. HEADS AT 10' O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL ' ' N.A. N.A. 2 h I SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40 50 / MI WINDOWS S540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676-R Single Hung (fin) ANCHOR WITH MIN. 1s4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FORTAPCON SHOULD BE FILLED W/ 48 SCREWS FOR BUCK USE #8 WOOD SCREW OFBUCK. +40/-50 MI WINDOWS 3640 SERIES Singe Hung (flange) 3540 SERIES INSTALLATION THROUGHI2x FL18644-R2 +50.0/-50.0 MI WINDOWS Picture Window SUFFIENT LENGTH TO ACHIEVE 1'h" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE, FL28644.2 Mullions: 1st Choice MI WINDOWS M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5795 CLIP INTO CONCRETE Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1'A FL 18504.2 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE • Fixed Glass' 1st Choice +50.0/-50.0 S BL 625 FOR UNIT INSTALLATION USE 3/16' TAPCON ANCHOR FL185.R10 WITH MIN. 1W EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFRCIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503-R3 FL16 0 .4 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24'—Casluelzetl zQqj4^ ce. DIRECT MOUNT, TOP Vn"-20 MALE PANELMATE W/ FL16293.1 qg pSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C. BOTTOM'A"-20 SIDEWALK Panels BOLT W/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: _ Fl. # 56126 Name: TODD M. BORN Certification Number: Fl. # 82126 I U LEI Z Wes\ EL I _ _ (D _ O 0 w Egg Ol'L " 4 ^O O �V) L) m av O U M ° CO w ` '. yN E 2 0�ED U ODD c Q P O Afniatlons: / A Il � � ' t B D. Consultants: DO g _ N 8 do pNppp w ,n6 m #F Rk # @g�°wT. F—Qpo J J J y �'� Qpyjr w2 LLLL TL g33 d i 9.e Q c lg o Ld � Lu N Fan d �i Q U N mF- g a b 01 vp.��CI�pWyy�o��� N ee w 3Erno m C s" s z 03 . a G� m a 15 43 c' ` < •o-' �,s®1114a rye Nam.. J -a to r M `4E.q. Ff Ys� CO] 1 ♦ I Builder: 1 3� N W It U oa. e ZD J NO W V' F-- o CFI o�pO�l�i Iy N ►- W J COc O Omall � U) S M Cry c IV II Job Information: 1 C O O "�0) O z O C W V J O i fad > N M CO m�� _ OJLLIZ:)o -t J Ise w CFI w LOL IV I Revisions: 1 YV 2 ♦ 11 Model Name / Number. 2508 Plan Issue Date: Monday, April 29, 2019 KA PROJECT NUMBER: 19-2899 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) R FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE The exterior well envelope shall include flashing as described in Section SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER THESE DETAILS ARE GENERIC AND MEANT TO SHOW DOOR ROUGH OPENING R703.4. Awater-resistive barrier is described as a material behind an exterior wall covering that is G `WEATHER WINDOW UNIT GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. intended to resist liquid water that has penetrated behind the exterior covering from further intruding / RESISITIVE into the exteriorwall assembly. An exterior wall covering is described as a material or assembly of I� BARRIER WOOD FRAME CONSTR. SLOPE materials applied on the exterior side Of eXterlor walls for the purpose of providing a weather -resistive TAPE C EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF APPLIED SELF -ADHERED FLASHING SHEATHING BY SELF-ADHERED DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in barrier, Insulation, or or aesthetics, Including but not limited o, veneers, siding, exterior Insulation and OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. WALL BY 61N. UP JAMB L USE LIQUID NAIL BRAND /7 Z 'D �as"ewa�owiewv�i OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying/� /\j with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or z g WEATHER sELF•ADHEReD FLASHING EXTERIOR sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer d Z TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ///��� RESISITIVE CEMT. FIN. lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not Q BARRIER SEAL TOPS OF JOISTS f ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 less than 61nchas (152 mm). The felt or other approved material shall be continuous to the top of walls -' UNDER DECKING SUBFLDOR and terminated at penetrations and building appendages In a manner to meet the requirements of the (SEE DETAIL WP07) exterior wall envelope as described in Section R703.1. -SELF-ADHERED FLASHING '�1' U) Z WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied g (/�' ``N 0 HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions overwood-based sheathing, shall include a water -resistive vapor -permeable barrierwith a performance l , )� W t. Cut, fold up 8 temporarily secure weather RIM JOIST Y Refer to the number marked as ® in each detail that corresponds to the at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently ; e resistive banter above header to allow for flashing Installation such that each layer provides a separate continuous °' o 2. Self -adhered Bashing plus head fleshing under weather BUILDING numbered items in the list of instructions below: Section R703.4) Intended to drain o the water -resistive barrier Is directed between) he layersrdance with o u _ m PAPER 1. Install self -adhered flashing in order as shown by numbers 0 W E o resistive barrier g C o r 3. Fold weather resistive barrier back over head flashing and t O 2. Install flashing and weather resistive barrier to form water shedding laps Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water iN � o " o seal with tape 2 2 2 3. Self -adhered flashingcan be substituted for building paper m c g q p resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco € m a - 4. Split the release paper using the ripcord (Split release on demand, by an intervening, substantially nonwater-absorbing layer or designed drainage space. R w 04 • ro embedded in the adhesive layer) -for ease of installation and to minimize g 152 SELF -ADHERED FLASHING Scale', NTs SELF -ADHERED FLASHING \/ta/Pon SELF -ADHERED FLASHING �/P03 R703.4Flashing.Approvedcorrosion-resistantflashingshallbeappliedshingle-fashioninamannerto 9 = to m W P 01 V V G scoring cuts c FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER prevent entry of water into the wall cavity or penetration of water to the building structural framing U 8 Q. 5, Remove all release paper per standard installation instructions and a FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior c v, adhere to substrate using a square piece of flashing material (6" x 6" fenestration products shall be sealed at the juncture with the building wall with a sealant complying with 9 ¢ a EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction,' O 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold us shown by arrows ASTM C1281, AAMA 812, or other approved standard as appropriate or the type of sealant. g ♦ Affiliations: EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE Fluid -applied membranes used as flashing in exterior walls shell comply with AAMA 714. The flashing shall l THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit p p FLANGED WINDOW extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at p UP JAMB 6". USE LIQUID NAIL BRAND tight to corner the following locations: g BO REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOt) 8. Mechanically fasten as necessary g LETTER ON CHEMICAL SCORED 1. Exterior Window and door openings. Flashing at exterior window and door openings shall extend to the r ♦ Consultants: COMPATIBILITY RELEASE PAPER 9 9 9 a surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent M ° to OD (sei ORE FOLOINO, SCORE drains M » •" •'+ m SELF -ADHERED FLASHING, '• RELEASE PAPERTO EXPOSE drainage. Mechanically attached flexible flashings shall comply with AAMA 712. >, _ SELF ADHERED EXTEND A MINIMUM 6" ADHESIVE As sHOwel o W vi m 00 00 FLASHING VERTICALLY FROM Flashingat exterior window and door openings shall be installed in accordance with one or more of the ~ g BOTTOM OF Bg Qm�rnz �+� IIJ THRESHOLD following: " U v M -Z MECHANICALLY FASTEN AS m m 6a i E 2 O" a F I ui Of s ' NECESSARY IN CORNERS THROUGH 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed a TR B a 8 a o SECTION -A SELF -ADHERED FLASHING 9 n 2 Q �' �` W u+ N (SEE DETAIL WP02) in the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Is x „' Q 2 &,; � o- � Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of It m Z ¢ fie a ¢ N oa._2` gVjQLL Z3 i SELF -ADHERED window and door openings. Pan flashing shall be sealed or sloped to such a manner as to direct water to the „ s w NO - FLASHING 2 subsequent 9 p 9 9Pan w`'=v� W m Q surface of the ex erior wall finish or to the water resistive barrier for subs uent drainage. 0 enin s usin i flashing shall incorporate flashing or protection at the head and sides. g B � � c - g Z_ m N'- f w SELF -ADHERED FLASHING S 1.2. In accordance with the flashing design or method of a registered design professional. d s „ c s.�" u"'=r,g, c�i 70 NAILING FLANGE 4 1.3. In accordance with other approved methods. a ® 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300orFMA/AAMA/WDMA4D0. '" LL•fi ,•'��' �� 2 SEAL TOPS OF JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with E - DO NOT FLASH OVER UNDER DECKING 9 BOTTOM NAILING 8 (SEE DETAIL WP07) - 2 7 projecting lips on both sides under stucco copings. w U O FLANGE 3. Under and at the ads of masonry, woad or metal copings and sills. d : C, : o 'f o: ; j 4. Continuously above all projecting wood trim. C . _ •, v SELF -ADHERED FLASHING /�IWPO5 SELF-ADHERED FLASHING SELF -ADHERED FLASHING 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK W P 6. At waif and roof intersections. W PO4 06 $ '•� `a FAO 0���� 7. At bulls -In gutters. ¢ ��•y�r fpRQ` SELF ADHERED FLASHING DECK PROTECTOR Y SHEATHING 7/8" Cement Plaster `o -- - - in accordance with ASTMC926 7/8" Cement Plaster in accordance with ASTMC926 SELF -ADHERED 3 FLASHING PATCH ,. Felt backed metal Felt backed metal 5 lathe in accordance lathe in accordance ♦ Builder: SELF -ADHERED FLASHING PROVIDE MIN 8" WATER with ASTMC1063 with ASTMC1063 w \\ !/% DECK PROTECTOR RESISTANCE COATING N AROUND ENTIRE PERIMETER Building Paper Building Paper EXTERIOR FACE OF BLOCK, = V+ AROUND THE INTERIOR OF � � , 7/16" O.S.B. . 7/16" O.S.B. � ((, P THE OPENING AND THE PULL �� �; , sheathing /, sheathing a �" �i N W DOUBLE PRECAST SILL - E N M Keep top edge m C no SINGLE j j JOIST SELF -ADHERED FLASHING Metal Flashing of weep screed 2" below to m o a JOIST i /„ �1 8 3:Q G SELF -ADHERED FLASHING 1 p w 2 31/2" block z Unperforated E 0 N O "MIN J Flange 7/8" Vulcum 8 � o W �y cauk bottom o Z r ^ OS Weep Screed joint only 4 a m W G W Metal Flashing r Maintain n Bot SELF-ADHERED FLASHING MASONRY INSTALLATION Weep c 3-1/7/ Unperforated ,®I o SELF -ADHERED FLASHING �/f,/PO� ('� Q 1H0ADHE;D D F JOIST 1l 1I OUTSIDE CORNER W P V O FLASHING W P09 W1/2 Screed Flange 7/8" Weep Screed � m z O Above Roof 1/2" Cementitious L=L J C11- Sheathing Decorative Finish 3 m b'• • o, All inside and € ♦ I Job Information: outside comer will EXTERIOR WINDOW UNIT ° need to be miter CEMT. FIN. Cement Plaster cut and caulked all 1157 o butt joints need to in BUILDING PAPER in accordance 4• ° ' becaulked using a SLOPE SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in : 12.0 in 0.3 in : 12.0 in over wood 2nd 0.3 in: 12.0 in (0.6 cm 30.5 cm) (0.6 cm : 30.5 cm) floor f6 a (0.6 Cm : 30.5 cm) > N 0 75 �5 SELF -ADHERED FLASHING WIRE LATH a %� U (D to SELF -ADHERED FLASHING ~ -EXTERIOR ` o C: 0) CEMT. FIN. BUILDING PAPER " W rn m WIRE LATH E > T-i N M V1 m c�i SELF -ADHERED FLASHING 1/2" Cement Plaster Finish � 0_ UJ�O e Block O m Li WIRE LATH 2 1/2" Perforated E ° 00 Flange 1/2" Weep $ BUILDING PAPER Cement ° Screed 8 Revisions: BUILDING PAPER Plaster m 1 yV over block 2 EXTERIOR 1 st floor vi 3 WINDOW UNIT CEMT. FIN. Install bottom V1 Model Name / Number: Slab edge of weep screed 1" below 2508 finish floor v ♦ Plan Issue Date: Monday, April 29, 2019 OPTIONAL DETAIL m V1 hA PROJECT NUMBER: $ 3 O Note: 19-2899 The building paper and metal lath WEEP SCREED DETAIL must be installed over the top of o Sheet: of: SELF -ADHERED FLASHING \A/P O SELF -ADHERED FLASHING \p/P SELF -ADHERED FLASHING WP 2 the weep screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD V V CEMT. FINISH WINDOW SILL V V CEMT. FINISH PARAPET WALL WATER PROOF a DETAILS N N � N W ti N t I MI H2 8S 223903 BEDROOM 4 I 105 12x6 1wcd 12x12 ° 4" bath duct to roof cap w/fan Nutone 696RNB R ATH •3 -n "0-,R 2 08Ac o-. 10 6 1wcd�``d� 10x6 1wcd 50 85 SaBS , HO0399 San REAKFAST Oil) "0-'0r LT �1 .�:) / .98nS 6„ 6„ 2 2 rag 10x1'( BEDROOM .`. 10x6 1wcd 115 10 BEDROOM 2 aJJ "0-'8 IOx6 1wcd 130 aaas-s H2�A 7" L 9 )x10 rag I 95 10x6 1wcd KITCHEN_ O11J "0-'01 / d N N 6" 24x18 fbrog O 8x4 1 wcal L TP w 10> �'• 70 L. 5" O223JOA OAA J313NIJOJ3TT IM "K X "4" dryer duct W/5KW @240V 1PH to roof cap 18x15 plan platform by w/dryer vent box bldr 3 CAR GARAGE z-i 0j0 "0-'a T.� � T.J .T.B O sr21 Sr2 OA]Hg3VO T x a A3HA3vo c x 2 0ar 1 / r. eo, arxar �14 12x6 1wcd 12x6 1wcd 120 120 FAMILY ROOM OJO "0-br 1 6" 135 12x6 1wcd as Jac 7",E J S FOYER OJJ "o—`Dr �H B�OE - 23T 302 "Sr - (S) VEIA M0 ME 9T OJH'T T3M d98A .20AAT I .V3J3 332 _ENTRY 0 OJJ •Or 4" bath duct to roof cap w/fan Nutone 696RNB xA 5 H2 8S J80 OWNER'S BEDROOM aJJ "0-'H 14x8 1wcd 210 i Ell » 10x6 1�4cd �I 60 i 1' aaas 5 - qA_1 1 i SLIT H2-8 -IVING C OT 91H 0793V 14x8 1wcd 155 H2 8S J80 4" bath duct to roof cap w/fan—light Nutone 763RLNB POOR PLAN SCALE: 1/4" = V-0" ELEVATION "A" & „B" 120H 8810 4" bath duct to roof cap w/fan Nutone 696RNB AREA CALCULATICNS LIVING 2523 S.F. TOTAL LIVING (AC) 2523 S.F. GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI 620 63 200 S.F. S.F. S.F. TOTAL AREA UNDER ROOF 3406 S.F. Rating V) IJj57 M O w V O Q00 Q0 H Lo _ CV w•• •• .. o z Q o o w D � Q ma_ —i o Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.