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Home My WebLink AboutBUILDING PLANSTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA 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 CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NU I tS: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION BOR-A-COF 'LIQUID BORATE 0 UST PRODUCT APPROVAL DATA MUS PRODUCT METHODS M BE DETERMINED AT PERMIT STAGE AND WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATI ON 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT 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 AWATER-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 PENETRA7ION 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 PER THE ASTM C 1063 7.10.2.2 DIAMOND -MESH ANDED METAL LATH, FLAT- EXPANDED METAL LATH, AND WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING MEMBERS H 1lfrIN. (38A-MM) ROOFING NAILS DRIVEN FLUSH WITH THE PLASTER BASE AND ATTAC TO VERTICAL WO FRAMING MEMBERS WITH 6D COMMON NAILS, OR 1-IN. (25-MM) ROOFING NAILS DRIVEN T ENETRATIO F NOT LESS THAN 3A IN. (19.1 MM), OR 1-IN. (25-MM) WIRE STAPLES DRIVEN FLUSH WITH THE PL R BAS TAPLES SHALL HAVE CROWNS NOT LESS THAN 3/4 IN. (19.05 MM) AND SHALL ENGAGE NOT LESS THAN TH NDS OF LATH AND PENETRATE THE WOOD FRAMING MEMBERS NOT LESS THAN 3/41N. (19.05 MM). WHEN META H IS APPLIED OVER SHEATHING, USE FASTENERS THAT WILL PENETRATE THE STRUCTURAL MEMBERS L THAN 9/4 IN. (19 MM)• 7.10.2.3 EXPANDED 3B IN. (9.5 MM LATH SHAL ATTACHED TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLE PROVIDE NOT LE AN 13/4IN. (44.5-MM) PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND IN. (19.1-v1M) PENETRA INTO VERTICAL WOOD FRAMING MEMBERS. 7.10.2.4. COMMON NAILS LL BE BENT OVER TO ENGAGE NOT THAN THREE STRANDS OF LATH OR BE BENT OVER A RIB WHEN RIB S INSTALLED. 7.1.0.2.5. SCREWS D TO ATTACH METAL PLASTER BASE TO HORIZONTAL D VERTICAL WOOD FRAMING MEMBER: SHALL PENETRAT T LESS THAN 58 IN. (15.9 MM) INTO THE MEMBER WHEN THE LATH 15 INSTALLED AND SHALL ENGAGE NOT LES THAN THREE STRANDS OF LATH. WHEN INSTALLING NG RIB LATH, THE SCREW SHALL PASS THROUGH, BUT 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 SHAL L CONFORM N RM TO ASTM A-1064A/ A1084M. WWF SHAL L 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 ON -C PRE AST CONCRETE PADS STEEL 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 PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY- ANCHORING TIE AN H RING 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, S. 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 THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, 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 I. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. 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 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. S. 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 Fb = 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 EN JOINTS 0 ALLOW 0 EXPANSION, 60 5 / D JOIN T LL W FOR A N. PER R 4.3 1 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 LOADS, 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 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 6TH EDMON (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14 NATIONAL ELECTRICAL CODES NEC 2 014 & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CON CRETE - (ACI 31S-14 SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY ST RUCTURES -ACI530-13 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SE 17-10 ALUMINUM DESIGN MANUAL -2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* 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" *** TI MAY 9 /9" GENERAL ROOF LOADING SHINGLE META L TILE HEAVY ROOF (PSI) ROOF(PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD OIL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 1 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 OIL 10 (PSF) BOTTOM CHORD LL O (PSF) BOTTOM CHORD OIL 5 (PSF) 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 DIRECTION 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 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 15 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WINDAREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 4O O5 (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 1-) 28.8 (-) 34.4 Q O 50 (+) 24.8 (+) 24.8 4 (-) 27.1 (-) 31.1 (D05 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-O" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 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 3.1 FOUNDATION DETAIL S 4 ELECTRICAL 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 M-1 I HVAC 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 Deslgner/Engineer listed In the tltleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE UG G Ch documents that these e 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 EMBEDMENT EPDXY SIMPSON HIGH FGR'S ( STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THEM S SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONa review II h information the 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 Designer/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 II) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/u"x 2'A" TITENS TO information found in these plans should be directed to our Quality MASONRY AND (7yJ.Od NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP 15 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 21/4" TITENS ONE EACH SIDE OF TRUSS. will be considered for reimbursement by the Designer/Engineer without advanced notification and approval the NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Designer/Engineer. 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 2ND 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 FlorldaIIIIIIIIIIIIII 0"'000 �-;ULF: REEZE PARKWAY GIULFBREEZZE, FLORIDA 325.0a MODEL 2265 2CFL SCAgN1NED St. Lucie County v (,I Z � Z g J Z 1 4�^D) z U w On _ n,U - V./ 0 w 0 � l/i c U n j:� E �V -9 o° U 00- N mu° ®o� O Affiliations: A;' B D. / 't ♦ Consultants: cc Go LIj rn N 0 _ amz x to 7e Qgr-rnz �LL% �aN. Q�oy ui a ON s, F a ui CD < 5 a m �_a .` �W�cm Z3 Oomph Is ZE It cc ♦ I Builder: `{ \' 4� N �Q LV U W NO LU z LL W LU m O LL z C O v� 1♦ II Job Information: 1 6 ( > O O O CO z C 0_ LLI41 O CV M ro 3 N U z o_jWZ)0 M 00 - _1m()U) 00tL ♦ 11 Revisions: 1 YV 2 3 ♦ I Model Name / Number: 2265 ♦ I Plan Issue Date: Tuesday, April 30, 2019 ♦ KA PROJECT NUMBER: 19-2905 Sheet: Of: 165-ow�l COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plf) TOP BOTTOM NO BW1 16..(2)16d TOENAILS (2)16d TOENAILS SPF UPLIFT BW2 16. SP2 W/ (6)-10d SPS W/ (6)-10d SPF 402 STUD, (6) too PLATE STUD, (4)10d PLATE BW3 18" 12) SP2 W/ (6) '-0' (2) SP3 W/ (6)10d SPF 803 UD 6 led PLATE STUD, (41 10d PLATE NO BW4 16, (2)16d TOENAILS (2) Ted TOENAILS SYP UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (%lOd 16, STUD, 8 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6) 10d SP1 W/ (%10d BW6 la" STUD 8 lOd PLATE STUD 4 10d PLATE SYP BW7 12" (2)16d TOENAILS (2)16d TOENAILS SPF JUPUFT SP2 W/ (6)-10d SP1 W/(6}10d 12' STUD,(6)100 PLATE STUD, 4) 10d PLATE SPF (2) SP2 W/ (6) 10d SP1 W/ (%10d BW9O 12' STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1D70 BW10 12" (2) led TOENAILS (2) led TOENAILS SYP 0 BW11 SP2 w/ (6)-10d SP1 W/ (6)-1od 12' STUD (6)10d PLATE STUD, (4) Lod PLATE SYP 585 BW12 (2) SP2 W/ (0) Intl SP3 W/ (6}10d 1T STUD, (6)10d PLATE STUD, 4 1Dd PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF. -_ W SEE PLAN ' MASONRY WALL OR ICIF WALL. SEE PLAN 2x STUDS PER DOUBLE 2z HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR j ABOVE MIN SIZE. SEE WFO9/93 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MIDSPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION -'..--'•- - - -LM PLAN FOR MORE 2x P.T. W/ 1/2" AS 0-C. W/ 7'• In INFO EMBEDMENT OR 1/T A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. :. REQUIRES MIN ALT.: SIMPSON 1/2' MEN HD @ 32" O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT IXI NAILS AT 4.00 SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF 42 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4, SP4, SM AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPl AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "OW" 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" OSE PLYWOOD W/ ad NAILS AT 4•O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARNALLS, SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE B. IF THE BEARING WALL IS INDICATED WITH THE BWl, BW4. DW7, SWIO THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED HAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPL/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148- DIAL x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) C1 (3) 2 x 4 #2 SPF (4)- led TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTr2Z W/ 1/2" WEDGE ANCHOR* & (8) i/W X 11/2- 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 OR (4) - 166 TOENAILS O (4) 2 x 4 SPF #2 D7T2Z W/ 1/2" WEDGE ANCHOR* & Is)1/4' X 1 1/2' 2145 SDS SCREWS C5 4 x 4 P.T.12 ABU44 W/ 5/8" ATR* * U = 6600 SYP POST & (12) - S6d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8' ATR* * G -12000 C6 H SYP POST & (12) - 16d NAILS U - 23W 8 x 8 P.T• #2 ABU88 W/ (2) - 5/8" ATR** G = 24-339 C7 SYP POST & 116) - 16d NAILS U = 2320 C8 3.5 x 3.5 P.L 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4- X 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU58DS2.5 W/ (14) 1/4" x C9 1.9E Fb=2400 PSI WOLMANIZED IF EXT. 2 1/2' SDS WS & 5/8" EXOPY ANCHOR, OR ATR'* 5645 CSO 3.5 X 7 P.L. 1.8E Fb-2400 PSI HDUS-SO52.5 W/ (20) 1/4' x 2 1/2" SDS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) I ANCHOR OR ATR*** 011 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 HD1185052.5 W/ (20) 1/4" x C12 E 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT. ANCHOR OR ATR*'* GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #10R SPF #2 LIND ON PLAN, 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5- EMBEDMENT FOR 1/2" AIR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF IC) 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 (S.SE) 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 OIA.-LENGTH NAIL SPACING Sid 0131' X 2'h" 0.131" X 2'h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3' 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148' X 31A' 0. 131" X 3 V" NAILS & TOP PLATE 12d 0.148' X 3 U' CAM" X 3 "A" a' O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148' X 3' 0.131" X 3" 8" O.C.ICOMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162' X 3 %' 0,131" X 3'A" (2)16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) -2 x 8 #2 SYP W/ 7/15' CONNECTION: PROVIDE (2) M1 OSB FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2).2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS ®122"" OR (2) SIMPSON HETA16 TO CMU H SIDE O.C. TYP EACH COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2).13/4" x 1.11/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" z 3 1/2" 3D3 WOOD OR OR 12) SIMPSON HETAl6 i0 CMU (2) SCREWS O 16" D.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2)-1 3/4' x 11 7/8' LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS O 16' D.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U N O ON ROOF PLAN. (2).1 3/4' x 16" LVL 2 OE Fb=2600 PSI. NAIL BEAM CONNECTION. PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS C 1W O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1.. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2, SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS HT (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2' FLITCH PLATE THIS SHEET H2 02 SYP �L HEADER NOTE #5 SH W11/2"F LITCH PLATE S SHEETEE H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 WI 1/2' FLITCH PLATE THIS SHEET H5 (2) 13/4'X11114 ATTACH TOGETHER W1(2)ROWS 114"X312' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ Is" OC, TYP. EACH SIDE H8 (2) - 13/4" X 7 114 ATTACH TOGETHER W/ (3) ROWS 1 WX 312' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" OATYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2X4 WALL 2X6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA, ENO EA. END EA. END (1) (2) (1) (2) 4'-0'-9'-0" (2) (S) (2) (2) 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 0 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 S. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 2-R/SH - - - - I , , , CO tD ;U Z, = N N' V W x U7 C Z r ; ¢ O N ; � 4 . u 1 iLy. H OPTIONAL FLOOR PLAN SCALE: 1/4" = 1'-0" YES NO MASTER BA. OPTIONS 3040 (1) PC. FIBERGLAS SHOWER IN LIE OF LINEN CLOSET m EA 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 ©� +27.6 / .3T O © +26.5 / -28.8 1. I) ) +26.5 / 34.4 5T-0" O +24.8 / -27.1 O +24.8 / -31.1 14'-0" 23'-4" 19'-8" O +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND 10'4" 3'-8" 10'-8" 1'-4" 11'-4" 12'-0" 7'-B" SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND DBL 25 SH 25 SH ' 16" PRECAST ABOVE - - - - - - - - - - - - - - 16" PRECAST ABOVE EGRESS 11,_5 ' m 4 _ 2, 10" 5,_5,.r.-. HOSE 17 L) r`3i W/ A.B. m BW1 FIBERGLASS o ATTACHMEN °P ' BIBB OD Hi TZ z OC4 LANAI 1688 m TUB / SHOWER RE 0 "' °F 8'-0" CLG B ro O r pO � B Fo C4 OW ER'SIBEDROOM 10' 0" 3'-10" 2'4" 2'-8" io 4'-6" N Hi BATH 3 C) (BEDROOM 4 8'0" CLG q 3450 SH 8'-0" CLG - ¢ 8'-0" CLG o B 1 H4 O TAP. rYro� iv W .B. ATT CHMENT (2)3050 SH 2868 A iN H4 H2 BW3 ®Hi LI 3%5" 1'-6" 6'-6" W BREAKFAST tNM WS01 10'-0" CLG m M.C. G.T. `0 2868 2668 2-2068 .I.. EM S2 `-- ? 36" FLAT BAR z 8' CLG TOP ON 341/2" - iv ' - - - - - o - WALL M 00 E rn N 13'-10" 00 CIE 2'-10„ 3'-11" 3'-6" 2,_8„ 3,.6" N 'n R/SH ------ �- i � N 7,_477 R/SH ------- -^ 2868 „': 2-2068 EM 3'B' ------- 4'-10" ATTIC ACCESS 2~v LOCATE IN FIELD ; = ro n 'D ; 22"x36" MIN. N o iv ' 11'-6" N FAMILY ROOM r _ _"_ N 10'-0" CLG o Q KITCHEN 0 ,cH (BEDROOM 3 - - , W R SH09 Z - 0 R/SH 0 10'-0" CLG at 8'-0" CLG d. 9 L I II I y PLANT II ccI` G.T. to -1 r BATH SHELF 2'-2" @ 8'-0" 51 2'_2" 1 = of w N Om a 1,$" N m 11 1 N IP'G 8'-0" CLG o In 4/0 O N F -- II' L a I ta/2468 N N ti cp 1� DROP W 8'-0" CLG z °° _ N 7' 0" Tn 11'-10" CLG ' 12'd0" rL' N 11'-6" y = in OJ AA riO ~ R/A 2468 s O :GA `� w jb ro 10" COL. i m 5SH 'O" ,2�0 ® 2 DROP BOX TO : -6" - (BEDROOM WALL I I — - N 8'-0" CLG 4'-10" 5'4" BW3 ' " 3'-8" FOYERCN a I CLG -� ; 4 O1o'-a' O N N ' I I W 1 AT 10'-0" I I 1 I a I I b I DINING ROOM FRAME DOWN i � � , CEILING TO00 PRIMARY A/C LOC. ' ' ' X, 1p'-0„ CLG a ' 8'C LG. ��4'-0"� I AS PERMITTED BY 5'-4' ' $' I I : , 3'-6" LOC. ORDINANCE 'TUB /SHOWER LIVINGROOM ' INVERTED HIP TO 10' WF39 a S3 o ; WF01 _ _ _ _ _ ; o;r:RR CEN T `y3 ° _ / q UTILITY r0 ;CORNER 2.2668ET 1 I / I B PROJECTIONS VERIFY WINDOW TYPE @ALL LOC'S WITH \ � W.H. H4 V O - - - - - - - - - - - - - _'P N - 3068 ELEVATION iv " I R/SH / SHOWN 2)-12' SIDE ITES 2868 "- ------ ..:.. / RANSOM AB . MET. T'HLD /� DBL 26 SH C Hi BW3 TRANS. ABV CD04 C 10'0" T.O.M. MS03 (1) SIMPSON HTT4 / WF21 SEE ELEV. `Q S3 S-1 REQUIRED BETWEEN C2 MS03 / a BM3 4 OPENINGS Sl S3 3'-p^ 3'-0" i0 g'_g" 8,-0" 5'_4„ 5'-2' 11'-6" ---___-^ ENTRY ; ATTIC ACCESS 4 DEL 25 SH Iff CD04 ROOF TRS ABV R ro i LOCATE IN FIELD i Sp II S3 ______________iv__ 22"X36"MIN �I Bill S3 4 0" 8 4" 2 0" 6 0" 2 CAR GARAGE 12'4" 10'-0" 12'-8" 8'-0" CLG q N 0 .-1 N c ----------------------------------------------- N ti ' I I ; CRAFTSMAN ELEVATION NOTE: SEE DIET, MS03 ON SHEET SS. ' 1 ATTACHED TO CMU W/ (1) JACK STUD AT ALL FRONT ENTRY COLUMN W/ (2) ROWS 121 NAILS STAGGERED LOCATIONS USE THE FOLLOWING: @ 8" O.C. (H74 NOT REQUIRED) MS12 PROVIDE 1S" SQUARE BRICK BASE S-2 HOSE WRAPPING POST AS REQUIRED BIBB ALT. BASE CONNECTION TO HTT4 SEE ELEVATION FOR BASE HEIGHT O 2 (1) SIMPSON DSP EA. SIDE @ ENTRY ONLY ALIGN BEAMS WITH POSTS 16 x 7 OVERHEAD DOOR T-O" 16'-0" 3'-0" 14'-4„ 6,_0„ 14'$„ 22'_0" FLOOR PLAN SCALE: 1/4" = V-O" ELEVATION "All & r1B11 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 I GENERAL NOTES R302.6 302.6) If water based c ure material Is us rovide �h" erd for 16" O.C. Framing, or 5/8" for 24" o.C. Framing. Note J/z" sag-reSis board may be used I.LO. Of 5/8" gyp 8" type iI�{LIT board must be install arage ceiling beneath liable moni R302.5.2 OL enetratlon. Ducts In the ducts penetratn a waua or cei orating the dwelling from the g e s onstructed of a min- imum No. 26 gage m) sheet steel, 1 Inch min !mum rigid no IC c 0 or CISSS1 duct board, or other d material shall have no openings Into thelarage. 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. All doo and windows providing dire s from the home to pool shall be equl an exit alarm complying L 2017 a minimum sound Pressure rating t SO feet. The exit alarm shall produce a contln ible warning when the door or window are C. Un1e safety barrier complying with R4501.1 through R45 17.1.15 is installed Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation 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 applied 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-celling assembly, the structure supportingthe 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 then 72 inches 2 c es1 (8 9 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 ni above the finished floor of the room in which the window is located. Glazing between the floor and 24 Inches (610 mm) shall be fixed or have openings through 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. '. Calling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule . 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. Igt. 35%0", washer & dryer units (washer unit to be always on left side when facing units) hanson box @ 36" aff . Po ' ings: (See plan for the following options) Option 1. rh" exterior gyps t board shall be a((t�((yy��y�1�L framing members With EIIRBII� at rimeter. The gypsu a' / Type "W" 1�/4" s at 8" O.C. In flied an ■�- Se: 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/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. AREA CALCULATIONS 1st FLOOR 2281 S.F. TOTAL LIVING (AC) 2281 S.F. GARAGE 476 S.F. COVERED ENTRY (BASE) 57 S.F. COVERED PATIO/LANAI 186 S.F. TOTAL AREA UNDER ROOF 3000 S.F. Z 0 Z Z /W\ Q Qo Q � a C//AJ\ QL/) (D C) - v V - 0 w N{ oo t/1 Traro rN E U mo` LL QQN Y N O Do U n n R°do Q d Affiliations A B D,'/ ♦ I Consultants: mB N ti � m ug g N�ms O.ea S� 0) Lq n- 0 2^ LLi N LL1 ¢$w� �ir No'S0 9' Uj ernZ3' � ZEp�^a,LIO)li vk ' a "t'd46d.,04. ♦ I Builder: 3C4 �s N W �a U ao 5 J NO W U. I LLF IS IS W N W - a '= o CO p J CO 0 ILL. O M M e IV I Job Information; t0 � O m z w i O O N > N M Ry N U z ~p J m3� - W 5 o ♦ I Revisions: 1 YV 2 3 ♦ 11 Model Name / Number: 2265 I♦ I Plan Issue Date: I Tuesday, April 30, 2019 KA PROJECT NUMBER: 19-2905 I Sheet: Of: I FLOOR PLAN 14'-0" 23'-4" 19'-8" LAY, C/O 2" VTR SHWR. 2" VTR SMK D.W. TUB W.G. VTR TO SAN, L.T. S5UJ�R WASH. I LAV. W.G. TUB OP io O 2" VTR 3'-8" 7'-0" 2'.4" '.O' 11'{1" 11'B" '-0" 4'-8" 6'-0" 3' `1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ___ ____________________ ____ _______ _______________________ --___ —E _-- ill Q N HOSE , , e 4" PATIO SLABSHWR CTU.B/ 8188 FM01 FM03 F2.5 o , W/8" x 8" THK'N ; ; ; FM01 ; o , 3.1 3.1 -' EDGE ' `---------------' 4 3.1 I 4 � 1 � U o J . �' \I I V LAV u 4" STEPDOWN n --- -------------- LAV m ; 3.1 1 I - - I I ' FM 1 1 I , I � , , 1 C.J.I (( �/ ® �� v i SINK I � 2,41" g,_7" 1 21,_2„ 7,�.. 5'-5" W —---_--- ■ <O 10 9 ■ IA '' LAV LAV 1 I 1 o C.J. C.J., ti ■ `.v M ; ; 5'-10" 6'-4" in , O I ■ , p c+ IT ' q 0 W/C ' �, FM01 I M °0 "GARDEN TUB 1� I LAV HVAC-' 3.1 I a I ■ ■ i F3.0 W/C PROVIDE CHASE y IF ; _ _ _ _ -c FOR HVAC UNIT M 7'•11k" 54114A" `�1- ,- ■ i I FM01 , I III �o TUB/SHWR ' 1 3.1 FM0100 WASH • i I FM01 3.1 Ir---• I 1 I IIII I 1 I 1 L______________' • ' O N t 1 'c____________________ ________ co ---I!4m..-�.—__,______T-Q ___yy l\�1Ld._________________ _____ __________________ ■ I I I I ^ N 4" STEP DN q ■ ■ ■ ■ ■ ■ ■ - - - - ----------- -- -------------- --- I ; FM11 1 7'-0" w IL J `---------------------- -----------= FMO3 y i i IO En 3.1 ■ ■ FM02 , it__________ N _ I I 1 � 7'-0' 11-8" 2'-O" 6,-0 2, 0�� I ■ ■ I � 1 12'-0" 10'-0" 12'-8" 1 L C.J. SEE NOTE 6 ' °P 0J N 1 1 , 4 I m , r ~ , �' 1 , ■ z ■ I I , 1 , U 1 , MASON TO COORDINATE W/ 1 I 1 ' , , BUILDER LOCATION OF ELEC. I GROUNDING. SEE ELECTRICAL SHEET FOR DETAILS ; FM09 HOSE \ , 71 BIBB ■ ■ ■ ■ ■ ■ LAY, W.G. TUB C/O LAV, n it : 35'-0" 57'-0" 3'-0" 16'-0" 22'•0' 3'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & "B" GENERAL FOUNDATION NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 3000 PSI CONC. SL4B W/ 6X610/10 W W M, OR fIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTC. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS, 5 EXrERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD- 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SRE DEPTH REINFORCING GRAVITY CAP, Ibs F1.0 1'-0" X CONT. 11.0' 2 #5 E.W. SOT. 2000 F-2.0 2'-0" X 2' 0" 1' 0' 3#5 E.W. SOT. 7200 F2.5 2.6" X 2'.8" 1'-0" 3 #5 E.W. DOT. 11000 F3.0 3'-0" X 34 -O" 1'-0" 4 #5 E.% DOT, 15600 F3.5 3'6" X 41,6' 1'-0" 4 #5 E.W. DOT, 21500 F4.0 4--0" X 4''0' 1'-0" 5 45 E.W. DOT. 28000 F4.5 4'6" X4'$' V-4" 5 #5 E.W. DOT, 34500 F5.0 5'-0" X 5'-0" 1'4" 6 05 E.W. DOT. 42500 F6.0 6'-0" X 61L" V-4" 7 45 E W. SOT. 6150C LEGEND [� - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING • Z � Z g 0 W E29 RMnE U CD m N '. F O y Y _ � 89CD Dm C ti< g Q P CI ♦ Affiliations n BD,', ♦ Consultants: 80 i � � m F a r0a-Mr W O w F IN �8 QC7¢F1 s - G M ma w LL Wp v 91Z 30 Z.p n W Yi9U w W 2. If"I� ®/ Q > Gs H in ♦ I Builder: 1 Q t0 Q Y M V z CL '0 W N O W W W c �y N a LU W J O z o O � O � O FOR Z M R � LU U J U) I..L IZ 1♦ II Job Information: 1 O7 Q m z ° _ Wch L > O N CC0 N ` IUD U z M 00 — IC)�WZ)0� W VJ w GO LPL ♦ 11 Revisions: 1 YV 2 3 V9 Model Name / Number. 2265 ♦ Plan Issue Date: Tuesday, April 30, 2019 ♦ KA PROJECT NUMBER: 19-2905 Sheet: ^ Of: PLUMBING RISER NTS FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 'HAUL SEE PLAN x v 111_ ( �l �. 16 (2) #5 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 2W CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL OURS FOR F.F. VARIES MASONRY 0 ELEV. 0'-0" — W/ (1) - #5 BAR CONT. 2 S70RY: 20" X 20" REINF. N 3 -#5IN SEE PLAN (2) # 5 REBAR BEARING FM01 I SINGLE STORY FTG 1/2"=1'-O" FM02 I SECTION @ GARAGE 1/2-=1'-0" SLOPE MAY VARY MAXINAO DEPTH. F CO GREATER THAN 24" CONT OR OR RENCE FMASW FQ&&TEM WALL OPTION REINF. SEE PLAN #5 REBAR SEE L c " µ # 5 REBAR FM03 I THICKENED EDGE 11/2"=1'-0" I FM08 2-STORY FTG. 1/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. lk GAR. FIN. FLR. tr I 4" •16" 4" ALIGN DRIVE W/ BOTTOM OF o (2) #5 REBAR RECESS & PITCH DRIVE N ,. ; , 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W 3 - #5 CONT NT. 2 STORY: 20" X 20' (2) #5 REBAR JOINTS 10' O.C. TYP. 16" W/(3)-#5 CONT. FM09 I SECTION @ GAR. DOOR 1/z"=1'-0" FM10 INTERIOR BRG WALL 1/2"=1'-G" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE PLAN N I REBAR 8" FM11 I STEP DOWN BRG. I 1/2"=r'-D"I FM12 STEP DOWN NON BRG. 1/2"=1'-0" OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" u°Y SEE PLAN ELEV. 0'-0" WITH CURB o InTYP. SEC. (1) #5 BAR CONT. 8" (G.C. VERIFY) ; z F.F. REINF. ■ - (SEE PLAN) 2 #5 CONT. INSTALL LINING -- BARS W/ MATERIALS PER N N ''. , -.'. MIN. 25" LAP SPLICE FBC-R P2709.2 - MUDDED FUR. 16" SLOPED TO DRAIN MIN. - #5 CONT, FM14 I SECTION @ RECESS SHOWER 1 1/2"=1'-o FM 18 TYP. STEP FTG. DETAIL 1/2- 1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FNO. FOR MIN. BAR LAP OF 25" QUANTITY #5X25"X25" 'I CORNER BAR ONE cw 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/z"=1'0" FM23 TYP. FND PENETRATION 1/2 STEMWALL SCHEDULE L FOOTING DIMENSION MAXIMUM NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) HEIGHT ( STORY d 2 STORY b 15TORY b 2 STORY . IN STEM WALL 0'-0"-2'-0" 10" 16, 20" W/ (2) #5 BARS <674# >2'-0"-3'-4" 10" 0" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-C" 12" 1 32" 32" W/ (4) #5 BARS 8 > 4'-0" >4'-0" - 5'-4" 16" 16" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 @ 18" O.C. T SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONT,REBAR (1) #5 HORIZ. CONT. TIED - EA. VERTICAL REINF. BAR- #4 TURN BAR 0 STEM WALLS GREATER THAN 4•-0* (1) 45 HORIZ. CONT. TIED - EA. VERTICAL REINP B FIN GRADE- 8 MINit, t �. TO TOP OF STRIP FTG. COMPACTED CLEAN RLL IN MAX 12" UFTS i STRIP FTO. W/ QTY OF REINF. PER SCHEDU (3 SHOWN) COVER d FMASW I STEM WALL SCHEDULE NOTES: VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMES, WALL SECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPA STATED IN SCHEDULE 2. W.W.M. 1 UIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND C. ABV. PON. WALL WHEN ALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND N SPACING #4 TURN BARS AR UIRED @ EACH FILLED CELL LOCATION. EACH BAR TO SEE NOTE TIE INTO VERTICAL BA EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #9 3. IF STEM IS REQ'O TO BE HIG ONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFO ION 4.G.C. TO PROVIDE ADEQUATE BRACIN TEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE .0 5. #5 HORIZONTAL CORNER BARS WRH 4'-0" L KNOCKOUT BLOCK @ 16" h • O.C. VERTICAL. GROUTED SOLID WHEN STEM WA GREATER THAN 4'-0" o c. TALL (TYPICAL ALL CORNERS) 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEAT UNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER ATURE. ,SEE NOTE 5 7' ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE, 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS z_ z ^W Jv N (((/V////�■■�■■�■■■ f6 ❑ _ O W a � O l/f c O MQFQE � F � m DR U M N O y N Y C nQn d Affiliations: ♦ I Consultants: 0OD _ uj pNp fD 5 g W gag Z QN��rld W e-I B BSA �Q�LL L N a� w PgmQUi 56Nsaw z ¢�-6 a z C_ a M m3 � � [Y �S "ENO 3 0: ad P LUF_0I oo a 8 m m z a�"�r�+ 0. a cA,41 �, J yyy 4mV IV I Builder: Q La Y N W Z J W :3W f �y N F M LLI W U _ M C4 c IV I Job Informatlon: I r O0 = CD z �_ � O > N cM NLn m z m OD 0_JW:Do Jm(nw L010)Li Revisions: YV F I Model Name / Number: 2265 F Plan Issue Date: Tuesday, April 30, 2019 KA PROJECT NUMBER: 19-2905 Sheet: w Of. 3■1 FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,281 x 3 = 6,843 APPLIANCIF CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,393 SUBTRACT 100 % OF FIRST 10,000 - 10,000 A= 25,393 HVAC C1110113 A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A" = (.40 x 25,393)=10,157 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,157 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 BIBS FAN ` VV�LIGH♦� CM \ ATTIC ELECTRIC IF REQ'D BY CODE FAN FAN W/ LIGHT OPT W/ LIGHT O \ W FI '\ � 4 \. �1\1l FOR D/W FAN W/ LIGHT \ r - WHEN EVE11 POSSIBLE CHIMES TO BE LOOATED IN / - PLANT SHELVES IVl VERIFY LOOATION IN FIELD O I 1 I 1 I 1 1 1 I I I 1 1 I I 1 1 I I 1 [ +/FAN HT 1 1 - 3 / OPT WP I / GFI \ ♦ 11 v^IT I II 11 II ------------------ COACH LIGHT COP PLACE COLUMN COACH LIGHTS ON WALL BEHIND WHEN CRAFTSMAN ELEV IS USE n 4 FAN OPTHT / 1 1 1 1 may} I I I GFl 1 0;GFI 1 IT 0 1 1 FOR HOOD I id I 0 ` GFl I FI C — DN'�Q _ ♦A FAN 1 I 1 ' V 0[,LT HT GFl N I I ® R 8 I i 11 r� A , I 1 ♦ Ic_Dti�Q_� A FAN O V W/ LIGHT 22o OPT WP GFI GFI 1220 dt I it 20 r — — — — — — — — — — — — — — VERIFY _ - - - - - -j. LOCATION WITH BUILDER GFl \ @ 42" Lu w ci ATTIC ELECTRIC a v w \ \ IF REQ'D BY CODE; w w LJ NOTE: } KEEP COACH LITES OUT \ OF BANDING, QUOINS, AND LIGHT ROUND COLUMNS WHEN \ POSSIBLE, REFER TO ELEVATION @ 42" FOR TRIM. \ \ -bGFI FOR GARAGE \ DOOR OPENER ------------------------------------------------ NOTE: LOCATION OF METER AND PANEL 80X TO BE BY BUILDER. IF NO GARAGE SEVICE \ DOOR IS PROVIDED A DISCONNECT SHALL ; BE ADDED AT METER LOCATION. 1 I 1 I 1 I 1 \ I 1 I 1 I 1 I 1 I I COACH LIGHT — - — - — - _ COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "All & "B" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DEFECTORS 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 FBCR 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. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUGaN 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). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100%CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH 0 CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING {� CEILING MOUNTED FIXTURE ri Li n u ri TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 4b 110 VOLT SPLIT SWITCHED OUTLET It W,�I, GROUND FAULT INTERRUPT Es 2 DOOR BELL CHIMES W WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET p— DOOR BELL SPECIAL SERVICES OUTLET D0 P DISPOSAL TV T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® L.E.D. DISC LIGHT ❑ JUNCTION BOX ® WATER PROOF RECESSED LIGHTING O THERMOSTAT O BATH FAN O LOW VOLTAGE LIGHTING 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 ISO OR 200 AMP SERVICE 150 = 01 COPPER OR 2/0 ALUMN. 200 = 2JO COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT ISO 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. B' 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. W z Z � Z S a �v O W E O tJ1 C r� F E moS0 I"6 mP`ti w CLL� m yN p O x SQ� 0 �W c nQn Q o Affil latlons: A �^ r� BID,I Consultants: ry m m 4.2 n to rn M � 1 F- o N iJk ik ik _g6E1 ¢ Nmz LLLL LL 'z U g m yy m g suj =z�u)%o..g a p a �aE ¢ m W E°.=IF m m Q u d C) b'G o CD N a ri J O U f0 8 o V I- ~ LL ❑ ❑ ❑ I- IV I Builder: !g Q M N Y LI L �Q 0 z ac D J O W NLLI y W � N F v, LU o :; to LIB o p LL z o 0 tj C M 1♦ II Job Information: I ry O 75 O O m z �_ LEI i O o CN m 3 m z m3°D OD 0- -I W V J V / OO LOL Revisions: 1 YV 2 3 rvModel Name / Number. I 2265 Plan Issue Date: Tuesday, April 30, 2019 / KA PROJECT NUMBER: 19-2905 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 ' 144 = net sq Inches of venting needed equally for Intake and exhaust TOP OF BLOCK W'O wHEAD_ILM 9 W iD RN. FLR_ TOP OF BLOCK - W OW HEAD HGT 4 ro � �o FIN. FLR. 1�B 25 SH "f RIDUL VLW FIBERGLASS SHINGLES LRE TEXTURED CEMENTITIOUS COATING 1�6 LITE TEXTURED CEMENTITIOUS COATING I I SILL DETAIL OFF RIDGE VENT OFF RIDGE VENT 3450 SH 1 2650 SH FIBERGLASS SHINGLES 2868 UTETEXTURED CEMENTITIOUS COATING LEFT ELEVATION "B" SCALE: 3/16' =10" DBL 3050 SH BRG @ ENTRY — TOP OF BLOCK I'DOW HE D HGT 0 aP °0 io FIN- R-R. DBL 25 SH r fE NIDOE VEN' TOP OF BLOCK 1�6 FIBERGLASS J SHINGLES WOOS HEAD HGT m m b nNFLR. 25 Sh 25 SH REAR ELEVATION SCALE: 1/4" =1'-O" T.O.M. W'DOW HEAD HGT a ro FINISH FLOOR VINYL SHUTTERS (TYP.) DBL 25 SH TOP OF BLOCI( WDOW HE HGT 4 �P ao FIN. FLR, 12" SIDELITES & 60" X 16" TRANSOM FIXED GLASS ABV SHINGLES Soffit product provides 4.12 net sq in / sf Ridge vent provides 13:00 net sq in/If Off ridge vent provides 138.00 net sq in/ sf Overhang distance L33ft S.F. of Area to be vented (SF Total needed for exhaust for upper 1/3 720 netsginches Total needed for intake (soffit area, lower) 720 netsq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 40 Lineal Feet of Soffit needed to meet required 131 Lineal S.F. rovided b plan - "- 226 LITE TEXTURED CEIVENTITIOUS COATING RIGHT ELEVATION "B" SCALE 3/16" =1'-0" 16 X 7 OVERHEAD DOOR t DECO TOP OF BL BRG. @ DINING RM. - — - — - — - --N Y FRONT ELEVATION "B11 SCALE: 1/4" =1'-O" RG. @ GARAI F.F. 4 m Z M Z 1/ 10 Q CL- V I� vw fB p .a 0 U c w F mLL� o y = t 0 of c ° g2 Q P O ♦ Affiliations: A CJ B D, ♦ Consultants: to `E H 00 Tn� _ n rn W wQg.,Hp xu € QgOrm2 u) W � E �Ii w_ yauv mi�N� EEL) EJ � ¢Fg Hat @ �QN'QcQ tyj O- � XX.CU 9 U) ¢¢C[7 o W w xo�z�a Q N No � �.�� - to uj $$€� uj ZggQ��Iv• 3�g ��a'.� m;,'.�,:, W z• a w't2 m m U +�, � E : Ci F- • q) ❑ G- �'rLJ _ _ r)9Pfi>(rt S0.�El " ♦I Builder: Q LLD 3N LIJC4 ao J NO w LL ♦w W . N o � W a p "Co O LL L z O O' S M CO c IV I Job Information: I / -O O0 H m z °_ LU �a �N > 14 2i N U z J W co N — Q D o co (1) cn D) LL ♦ Revisions: 1 YV 2 3 ♦ Model Name / Number. 2265 IT Plan Issue Date: Tuesday, April 30, 2019 ♦ KA PROJECT NUMBER: 19-2905 Sheet: 5 Of: ELEVATIONS - B SEE DST. TB03 G.C. 70 PR BLOCKING W/ AIDA RE, FOR SPAN 1 7/18" OSS SEE DETAIL 20'-C" MAX 20'-0" MAX Wj I — — — — - 4 CONTINUOUS BOTTOM CHORD xr BRACING 2 X 4 MIN. SEE DETAIL T804— — — "X" BRACE SEE 4 )VIDE DETAIL TB01 d. '0 COMPLY XIMENDATIONS— 'r1TING Of - _ _ o TBO3/S4 4 _ _ — — — — 4 Z J !f R _ _ o H � Q 7 EQ ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/18 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS EQ. C \y \ 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/S"=1'-G' ----------------------------------------------------------- ' I � 4 Ff. OI � iIO I'I I , I I 7' OiAI 4 - O � O 'O 5 FT. 4 FT. 2 5 Ff. 4 Fi. O2 ---------- ------------ 4 I I x 1 . I 11 1 .a I 4 F. - ------------------------ --------- :2� O O----O--FT. , IN O ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS @4"O.C.W/6dCOMMON NAIL : ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/Sd COMMON NAIL © NAIL OPENING PERIMETER @3"O.C.W/BdCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND S"O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 8" 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 10d RING O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER SHANK NAILS) ��T� W/ 8d COMMON NAILS @ 4" O.C. NOTE" O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2' PLYWOOD MEMBER IF GABLE END (FILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAIUNG 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 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/S' Y5/32" OSB (2)- 2x TOP PLATE 15132" OSB BEYOND EXPOSURE: EXPOSURE 1 SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 0 SHEATHING 2X RIBBON - VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM r7i II III - I I II II 11 1 II II II 1 II 1 II II 11 1 SOLID 2x BLOCKING @ALL SHEATHING rG pl III C III II II It. III II C II I EDGES (SEE cl F- SECTION X-X) O rn III III III OPENING hl II I III II II I I I III III. ll III III _ III II II III II II II II 11 II II II II II II I III II II I I 2x STUDS = w BEYOND. rn SEE PLAN o 0 z T, _ _I� I I I II I I I I H I I I II I III I I I II I II I II II II I I HORIZONTAL WAS- VATION DIAGRAM "S" = NAIL SPACING �— 2x4 P.T. BASE PLATE BEYOND SEE PLAN J W LL r 0 M o 0�j N cr W Z LL h Q N W I L y LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 S PF 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 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES-2265 ELEV82CF TRUSS IU BEARING POINT TRUSS ACTUAL CONNECTORID'DESIGN CONNECTOR UPLIFT FASTENERS NOTES UPLIFT RATING CI - CS, CIV-05V, E7-E7V, R7, VR7 L/R -206#or less HETA16/MECH 1810# (9)10dx 1-1/2" IS) 10d x 1-1/2" A, A1, A3,. AS, B21 L/M/R -818#or less HETA16/HTS20/HETA16 1810#/1450#118104 (24)10d x 1-1/2" (9) 10d x 1-1/2" (9) Lod x 1-1/2" B9,B11,673 L/M/R -952#or less HETA16/H10A/HUA16 1810#/ 1340#/ 1810# (18)10dx 1-1/2" (9) 10d X 1-1/2" (12)16d B7 L/M/R -1415#or less (2)HETA16/(2)HTS20/.12)HETA16 2500#/2900#/25004 (48)Lod x 1-1/2" -.. (12) 16d 09, D11, D13, D15, D17, D19 L/R -808#or less HETA36/H10A 1810#/1340# (9)10dx 1-1/2" 18 10d x 1.1 2" ' 9 Ind x 1-1 2' G, GI L/R -468#or less HETA16/HEIFA16 1810#(1810# (9)10d x 13/2" dx 1-1/21 815,B17,B19 L/M/R 843#or less HETA16/HTS20/MECH 1810#/1340# 24)10d A D7 L/R -1655#or less (2)HETA16/(2)HTS20 2500#/2900# (12)16d (48) 10d x 1-1/2" M L/R -4364 or less H10A/H1DA 1340#/1340# (18)10dx 1-1/2" (18) 30d x 1-1/2" PB P81 L/R -50#or less : CONNECTOR PER TRUSS MFR FG L/R -989#or less (2)HETAl6/(2)HTS20 2500#/2900# (12)16d (48) 10dx 1-1/2" (9) 10d x3-1/2" D21 L/M/R -831#or less HETA16/HT520/H10A 1810# / 1450#/ 1340# (24)10dx 1-1/2" (18)YDdx 1-1/2" NIX CONTSRG -181#or less NAILS 16d@4"O.C. DETAILGE05/S-4 GX CONTBRG -153#or less NAILS. 16d@4"O.C. DETAIL GE01/S-4 D7 SUPPORT COLUMN M -1630#or less DTT2Z 2145# 1/2"WA. SDS SCREWS (8) 114" x 1-1/2" B7 SUPPORT COLUMN M -1458#or less DTT2Z 21454 1/2.'WA SDS SCREWS (a) 1/4" X 1-1/T' TRUSS MANUFACTURER: PROBUILD/BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEErS: 4/24/2019 L=LEFT, R= RIGHT &M= MI DDLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS ALL CONNECTORS' ARE SI MPSON PRODUCTS S cq U L) cl C3 n r N '- Or In 00 m m M M m M Q ¢ ¢ ¢ ¢ l Q E 8'-0 BEA I G E 4 N E7 pE7 F J _ = 0 m EL CL a a. In a OL E7 QE7 4 V E7 a t. C Q s) F o 7V 4 F (2) M LF IYI D M . / r F M El M MX E]S S3 TRUSS PLAN "B11 SCALE: 1,/4" = V-O" - Q � - N 0 G rn_ w r 0 u1 0 tv m T- 0 0 OS 0 BEA r` m NG A\ E7 C1 C3 cs RI o o_ E7 E7 E7 4 t0 E7 E7 E7 E7 E7 E7 O -� C = Ln v_ E7 E7 E7 E7 E7 E7 8'-O" G1 odds G G G. h Y G V^�x SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR& FASTENERS SEP SYP CONNECTORS FASTENERS BPF VP OFRAMETO NE7416w1EOTwx114POR 1775 1810 HTA16W1(10HDdxI V70R MASONRY HETA20W/(8)10dxlire H-A20w/(10)100xllZ IMS 1615 OB To FRFARMMIE H25A W (10)B4 NALS WE 600 RT7A W 00)W NA&S SAO 310 © FRAME TO HIGAW0�10dK112' 1016 IMO RTl6AW(17)10d.l In' 1160 1380 FRAME NiQA21tl(18)10dx11/J'AT3PLYTRUSBE6 1070 INS RTM2w/(18)1Udx112'AT2KYTRUESES 975 1180 O FRAME TO 1RSl2 w%1411W a112'(p4EMEMM MTM2w4l4)1Bdx11R" [ATE rERIOR FRAME LOCATION INCLUDE (3) Ig TOENAILS) &� TWD LOCATION INCLUOC(3) 1M TOENAILS) ° t00- 1tBB OFMF£TO M( U%MIW RAILS AND MM"AT.R W 17' MUOT15 w#2&)I Ed NAILS AND 641- AT.R. wI MA90NiY EMBFDMEMW9MP90 "SE GMXY 3J90 3965 12"EhffiEDMENTMSIMPSON"SET'EPDXY 333E 4495 O FRAME TO HTGNwW)1Mx111 (ATEMERIOR HTW20 wl(24)10d x 110(AT EXTERIOR FRAME IOCATION INGlVOE 19)14d TOENAILS 124E RASA IOGTION INCLUOE 3)T2tl TOENAll9 t2B6 163E ® FRAME TO i21MSTO W(48)10d AT IW(ATEMERIOR 12)HTN20W(AMIWAI VTOTEXTERNOR FRAME LOCATION INCLUDE 0410d TOENAILS 249E 290E LOCAIIDN INCLUDE I6n2C I OENAIL9(EA) 257E 308E FRANETO NOTE W 00101 MARLS AND (2) US' AT.R. HUGT2 W(I MIDd NMLGARD(2) GB" A.T.R. © MASONRY W12'EMBEDMENTWSMP80N "BET" EASE 10980 wl IT EMBEDMENT W 9INASON'9EY 702E W90 EPDXY (HGTJ FOR 3-PLY) EPDXY ElUGT3 FOR 3PLY) O FGRRW(18)IM"x Y803 MOD SCREWS FEW w/(12) ME WOOD SCREWS AND MASONRY MASONR'I AND i211?xTTREN HDANCXOH BOLTS 380E 5000 I4)3N'•x6'WEDGEEOLT �M 550E ®FRANETO MASONRY, 121 LrST2W132)1Btl91NIt6R8&(14) 1Mx2I4 lT`EN(2PLYTRUSS) 37RHA 4SOOW 12)LV01Rw1LNUled&NKERSSV0) 19' x 3' WED(EE.SOLT(2 PLY TRUSS) 3100-M 3100M FRAAE OR I]S) IM SINKERS FOR FRANS,(EA) 3570-F 4100.F OR 02) led SINKERS FOR FRAME IEA) 39001` 4MoF ® FRAMETO n)LGT3wl(24)IM'x3.90S9CREW3 &PU SM'x9'TOENRPLYiftUSS) "gyp (ZI WOT3W(24)tl4"x21/2'W9$ Oww hW60NRYI 59 SCREWS&(4)31d'x5"W5(2P'-YTRUSS) //tOc PRIME M pEOlw SINKERS FOq FPAME(EA) OR MAT led SINKERS FOR PRAMS IEA) 4B0-F O BEAM TO XWIOOFT HUCAN W(140 IN&(10)led 0W2680 HD410 OPT HD41 OF M(1911W&(107led OW2640 BEAST NMW U#1895 NAILS WINE ©SEALNTO TAM10OPTHUCAIOWTS)TREN G05M HEAT D OFT M041 OF .1 (la) 1W A T DO= MASONRY I/4'x23W&110)1Od NALS WERE WEDGFBOLT&(10)1Ed NAILS MISS © BEAM TO MASONRY/ HIMSOTHUC43W(8)IOENAILE TI2)M4'x2WlITFN(TOMAS.) GB154E GAMES HD480PTHU46w1EM'Dd NAILS& G#1890 003000 FRAME OR OT tedi ei)lOd (FOR FRAME) UNM 9YP.F VR 135 SYRM (12)11V' 2Y4"TAPMNS (TO MAS.) OR(14 led 5(6) led (FOR FRAME) U#1140 BY-.F W1140 SYPJJ FRANEN CO HETA/B OPT (2) NETA20MAS 2W6 203E (2) HTA16 OPT (2) HTA20 168E 161E O O'er iFLYW(10)led x 1in, OR 2fLY wl(12)18d 2500 250E 1-PLY W N 0) 106 x 1 In' OR 2-RY.1(12)16d 317E U30 H`NMISW(&)l0d NALSMDI4)i/4'XBIN" TOTO 117E HTWM16w/R)IOd NAILBANUI4)1N1113N' 114E 122E TAPCON9 WEDGE -BOLT OPRAAETO N MASONRY OR HI9M$OW De)t Od NAL9 NJO OR 1911N121M" 1010 1175 MM20 WCO11W NAILS AND(4) 1MY19N' 1146 TAPCONS WEDGE BOLT I= OFRALETO N10SW(&)Bdx1 la'""MRD(2)3M'•IH' 1065 LUOTl VEe8dx112'NMI3ARD(2) MASONRY TITAN HD 916 3l8'x4"WEDGE-BOLT S96 ROBS DD22 W(a) 114'x' ln' Sl9 WOOD WITT wl(8) 114 xi IW WSIS WOOD O MASONRFRANIETY MASONRY SCREWS AN011112 dAT.R. EPDXI®W 1E35 2145 SCREWS AND I'') 1120 A.T.R. EPDXIED W 183E EMPSON'SET'IBEE NOTE R) BIMPSON"SET-(SEENOn#4) HI 5 W (28)16d x2172 NML9 AND (I)&6- 8 IT"& w/ (26) I6d 4IW NMLS AND (1) RO �NR`r AVE EPDXIED wI SIMPSON "SEP 4575 509E SWO A.T.R. EPDXIED W SMPSON" T" 5pW (SEE NOTE M sEEI (BEE NOTE #4 BELOW) HTT4W(13)ISdx212 NAILSAN3(1)SA-2 HTT45w1(18)I8d4IR'NAILSAN0(1) ®FRAAETO MASONRY A.T.R. EPDXIED WSIMPSON"SET' 984E 4235 5WZA.T.R.EPDXIEDWGMPSON"5ET" - 41W (Se=NOTE #416GW) (SEE NOTE w4II TO FRAME TO HIMPA(24; 10d x112"NAILFRAMES 810 1010 LUCT1 w/(23)8d xI 10MLS e06 1085 O PRAWTO HMEMTW(4) IWO UPON WOOD 1Tt6Mw/(E)1Gdi' 12'NAILS& MASONRY SCAEWS3(5) tifX21Mx TAPCONS SOS BEE (4)1:4'x I$WTAPCONG 199E 1B8G VGT W OO)1r4NVeTIS WOW SCREWS & O MA90NRFIRAVETo (1)6,£BA AEPDXIEDWSIMPSON°9ET' 369E 4040 W 1T MN. EMBEDMENT DO VGTWD2j1/4'x3"SDS WOOD SCREWS&(2)5'8'#ATR.EPDXIGDwl9MPSON 5175 1185 t"14AIVTO 3285 aces MUGT16 W (21) l0dNAILS&HTT45W(lM-SDSWOOO 1 Ed NA_SB(1)620ATR.T211RT6W1SET 415E ISdW 12"NAILS& 03T5 nHTT4EW(52)l`d--'W_US (1)SA ATA.(bEENOTE#4) 509E 8 )58'B ATR.(SEEMOTEIT41 S005 RsuFael nrwuFnrnd unTFa• I. CONNECT ALL FLOOR TRUSSESTO INTERIOR BEARING WOOD WILLS/BEAMS W(2) 12d TOENALS, 2. ALL TRUSS TO TRUSS CONNEe7TONS ARE PRONGED eY TRUSS MANUFACTURE{ LAO ON PLAN. 3. G.C. MAY USE ETHER SISPSON OR LISP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR GALL MT. A FOR SNGLE FLY TRUSSES, SCAB ON FIILLNEICHT EYE #12Y4' TO TRUES VERTICAL WEB wl(2) ROWS OF I Ed NAIJI 0 PO.O STACCERM, 5. MINIMUM A.tH.E&MB®SETIT: WEMBEDMEM FOR tZ AIR. 8"EMBEDI&6NI FOR w&'A.LR.&' EMBEDMEN1 FOR TAT A t.R. OF AT STEP. DEPTP IS FROM LOWER SLAB). O MMIIML CONNECTOR UNOONRMMWOlIAN 1. CONECTION FOR ALL ROOF /FLOMTRV63ES TO MASONRYWALLS LNIELS/ICF WALLS (NOON PLAN E CONECTICN ATV' OR 320.C. PENDING WIVICA-S FORALL FLOOR TRUSSES PARALELTO MASONRY WALLS SEE OCTAL F012103 FOR MORE INFORMATION S. CONNECTION FOR ALL HP JAO((CORNEX J o TO MASONRY WAULGNCF WALUVLINTELB 4. CONECTION FOR ALL CONTINUOUS RNDOWD TO TOP OF MASONRY AT 37 O.0 MAX. .1 (2) AT EACH CORNER. G.C. TO VERIFY LOCATION ODES NOT CONLICT wAJI OF APPLICABLE) LAYOUT & CONRECT ALL FLOOR TRSIMS TO INTERCO BEARING WOOD WALUSEAMS wl(2)12d TONML9 OB MINIMALCMNECTORUNOONFRAMNOPI i. CONNECTNMI FORJAIXlilU89 TO WOOD Oq SEAM © MWIMALCONTNECTpa UNOON FRAMNG PLAN % CONNECTION FOR AI.LTRUSSES M NTENI SDTERIOR MARINO WOOD WALLS ANIXORDEANS ROOF FRAMING NOTES 1. S ED WOOD N. 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 (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Ed NAILS AT 4" ON CENTER AT ALL EDGES AND THEN B" 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 RIGHTTO 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 FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST C.M.U.OR ICE WALL D f—METAL DRIP EDGE SEE TYP. WALL - - I;I 2 xSUB-FASCIA SECTION —ALUM FASCIA O2x BLOCKING NAILED Jx2 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-0HANNEL @ 12" O.C. CONT 2 x 4 NAILED TO BLOCKING W/ (2) 12d CONTINUOUS VINYL Ob OG.C. SHALL VERIFY SOFFIT IbyATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONER'I�i. AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=I'-O- °c Vdo Z M Z S z Q D- „vW-i--B15 W Q)O W ON b V) C M F E Ln Fm O e� U OU 0o LL 01 ~ Oy�O = L 00 adD IL N Q n Q a d O ♦ Affiliations: A 11 yJ i Consultants: ED k a gT N ED 00 n yy Ud S I�t)1 (GQD dg� QON^Z EL Nk iF Mj � (y mE&€` ZErn A%a Z - rh @aEd E � LFr a 0iO T' r P W m Zp #T272i W W �F.E1091m Q 51d@ _ • �06 Y 1 ♦ I Builder: 1 � � M W_ �a N �Q U $ IL o z W W N O J W � �yN F v' � Wv 0 o O Z O O MO c 1♦ II Job Information: rf�6 O 3 5 DO z C W L N " oto f cN m Z r OOOOOOM O J W m o 1- ♦ Revisions: 1 YV 2 3 ♦ Model Name / Number. 2265 ♦ Plan Issue Date: Tuesday, April 30, 2019 ♦ KA PROJECT NUMBER: 19-2905 Sheet: 6 Of: ROOF PLAN B LINTEL BEAM: � 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 5SG) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL FILL ELK. CELLS WITH 3000 PS.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB MS021 TYPICAL SHEAR WALL SECTION N.T.S. 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 R\ •,-'�'• . 1^,FRAME INFILL AROUND WINDOW BY BUILDER SEE WFO1 FOR MORE INFO (2) 2X8 WOOD HEADER TURNED SIDE WAY OL ATTACHED THE FIRST PLY 2XS TO MASONRY WALL W/ SIMPSON HUS26 HANGER 9 EA. END. USING (6) 3/16" DIA. X 1 3/4" TAPCONS INTO MASONRY & (4) 10d X 11/2' NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/10d STAGGERED ® 6" O.C. OPENING - MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM SIMPSON SP2'S TOP AND BOT. W/ 12 10d NAILS ^ @I EACH STUD -� `•� 2-2x4 SPF TOP PLATE F.C. EACH SIDE SEE PLAN LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES 2265 8 2CF STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 17'-4 950 PLF 125 PLF 405 PLF 50 PLF 8F16 - 1B / 1T 2 4'-6 6113 _1467 PLF 2707 828 PLF 8F16 - 1B / 1T 3 7'-6 2661 716 PLF 1624 341 PLF 8F16 - 1B / 1T 4 7'-6 2661 1160 PLF 1624 506 PLF 8F16 - 1B / 1T 4'-6 2931 200 PLF 2707 102 PLF 8F16 - OB / 1T 6 t75 12'-0 1254 208 PLF 724 242 PLF 8F16 - 1B / 1T 12'-8 1075 208 PLF 607 242 PLF 8F16 - 1B / 1T N.T.s. NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) ® © O O SIMPSON LSTA30 2 x 4 SPF AT i w/11-I0d TO PLATE 16" O.C. & 11-10d TO COLUMN TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6)- SOd X 1 1/2 USLSTA30 P SIMPSON A34 W/ (B}Bd X 11/2 SP6 OR SPB FOR 2x6 AND 2X8 WALLS WI 22/lOd NAILS NAILS O TOP &BOTTOM OF HEADER DOUBLE 2x TOP PLATE SEE PLAN FOR HEADER 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED TRANSCM .i � REFERENCE DETAIL � I11 w/IOd@WO.C, STANDARD HOOKS SEE WFO2 IF RADIUS I MSO5 FOR MORE INFO / OPENING REQUIRED i I SIMPSON MSTAM36 MAYBE USED TYP. FILLED CELL W/3000 " III 1 T (8) 1/9'0(21/9" LTENS I P.S.I. CONIC. TRANSOM OPENING III & 10-IDd NAILS. W/1 #5 REBAR VERT. ARCHED OR FLAT I I I EARING WALL SHEARWALL 2x 4 SPF AT I 2-2x9 SPF III 16° O.C. SILL PLATE III P.T. SRL PLATE W/ r/,"XB"ANCHOR BOLT @N 32" O.C. �0 BASE PLATE FRAME WALL - I _1 ) _ 4 C - J DOUBLE 2X4 W/ USP MP34 @ TOP & SOT TOM M.U. I I I 2X8 P.T. W/ Vi 7L3" SIMPSON A34 W/ (B) rC TAPCONS @7 6° O.C. I I 8d % L 1/2 NAILS 2 SYP/SPF P.T. W/ IN MASONRY OR 10d /2" %8' 'V" BOLTS OR NAILS ®6" O.C. IN/2" X 6" EXPANSION WOOD.ORS OR (6) 3' X 1/4" L OPTIONALFRAMING ON5 OR I TO BE 2X4 SPF 7/8" HILn TIX-DNI UNLESS OTIRiRWISE S SIMPSON SP1 W/ NOTED. 8)40d NATLS InStyr 2, BASE PLATE SEE AND USP SPT24 W/ - PLAN FOR MORE INFO 12-SOd NAILS @ SILL DOOR OPENING MS03 I rMRIWt (LAl/L$KU/aMICAK) VVALL IU N.T.S. I WFO8 I LINTELS AT ENTRY DOOR w/TRANSOM I N.T.S. MASONRY CONNECTION DETAIL O 5 #5 REINF. 20' MIN. LAP BAR 9 #30R#4 REINFORCING T) BAR #5 STD. 90° HOOK #5� BAR -O #ri 1 AP SPI ICF 5 $CALE:1"-1'-0" 38 M� 1N�� #6 REINFORCING SAP "GRADE 40 U.N.O. 96 LAP SPI MF MS05 I REBAR SPLICE DETAIL - GRADE 40 I N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 24:" 12" O.C. 1 2 x 6 1/4' X 2A'a" 12" O.C. 2 2 x 6 1/4' X 24:" 121 G.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST w iUN1TEL I (2) 2X I BUCKS W/ 1/2' O.S.B. BETWEEN FASTEN PT NAILER T( MASONR' IF DOUBLE 2X NAILER IS USED. USE i/4'X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I 1111i 12x BUCK DETAIL I N.T.S. I 0 ELEVATION "A" & "B" 0 RCSAR At Tot+ n N. <u lEo'D FIB" oL=1R G.M.U. �4 uRwt 4 'Rh' AR AT BO,Tom O of HNTGL GAV I 9onon RH`FDRCIHG lNa"AD'WL oRGYIDED IN LIN-EL IVAR.abl e' NGr1IHAL WIDTH TYPE DESIGNATION f . FILBJ WIN GROUT / a. LNFIIE r GLANTITY °F •e REBAR AT ae rtOM O• LN-!'. GANT1 SF16-IB/IT N INAL MD'N oUANTTY ff •e N'oMNAL 4GIG4T REBAR AT TO° MATERIALS I. f'c precast Ilntels = 3500 pal. 2. fe prestressed Ilmels = 6000 psi. 3. I'd grout = 3000 psi w/ maximum 3/8' aggregate. 4. Conaete masonry unRs (CMU) per ASTM C90 W/ minimum net area compressive strength =1900 psi. 5. Reber provided In precast lintel pal ASTM A615 GR60. 8. Field rear per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 2701ow relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM 0270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Shore Riled ilntela as m(Ni rcd. 3. Installation of lintel must comply with the architectural end/or structural drawings. 4. Lintels ere manufactured With 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. S. AD lintels meet or exceed L/360 vertical defection, except Ilntels 17.4" and longer with a nominal height of 8" meet or exceed L/180. C. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32' diameter wire stimps are welded to the bottom steel for mechanical anchorage. 8. Cast-in,place concrete many be provided in composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Untel min. depths are called out on lintel plan. If contractor installs a deeper lintel than Indicated on the plan, doing this increases the strength of the lintel and is approved without engineering letter. if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exceptlon: Safe loads for unfilled lintels must be reduced by 20% If bearing length Is less than 6A/2". Sate loads for all recessed Ilntels based on 8" nominal bearing. 2. N.R. - Not Rated. 3. Sale loads are total superimposed Wlowable lead on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. S. Additional lateral load capacity can be obtained by the designer by PrOvlding eddronal reinforced masonry above the precast lintel. 8, One #7 ebar may be substituted for two #5 febiers in 8" lintels only. 7 The designer may evaluate concentrated loads from the safe lead tables by calculating the maximum resisting moment and shear at dAway from the face of support. 8. For composite lintel heights not shown, Use safe load from next lower height 9 All safe loads in units of pounds Per linear foot. PRECAST'W UNTEL w/ 3000PSI CDNC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE E? ANCHORS (TYP.)+ REW ON BOTH SIDES OFOPENING U.N.O. STD. 90 DEGREE - ANGLE 9000 P.S.I. CONIC. W/1 45 DIr REBAR PROVIDE KNOCK4)UT BLOCK FOR FIRST - COMPLETE CMU COURSE BELOW SILL & FLL SOLID :. W/ (1) #S BAR FOR ALL WINDOW OPENINGS 8'6" AND LAgBE B"xe'x18" CMU U.N.O. GROUT SHALL BE FLUSH WITH TOP OF WALL 10, /-STD. 90 HOOK °W a N g y 19 n I R 7 'SEE FOUNDATION PLAN FOR LOCATIONS MSOS I BLOCK WALL REINFORCEMENT I N.T.S. I TYP. BOND BEAM a'%8'x 16"1 LINTEL BLOCK FILL W/3000 P.S.I. CONIC. W/1 45 DIA. REBAR INDICATES RLLEO CELL FROM FIG. TO BEAM WITH 1 #5 BAR MIN, TYP. DOWEL 25" MIN. LAP (ACI 530) r/ z Z � z 8 a ■/_/�■■ I- _ N �1V W �_ a � O W On L/1 O \/ N � m 0 E ttlrrr�r.��r (6 V 00 0 0 ` 4 '. ma O y 0 ma�Q$0) ®C N ¢ a a d d Affiliations: B D,I i Consultants: 'o E y N W 00 & 8 0. - � P w c1 LO ¢�N�� E LL 'g V.e"mN0 rn H'I WU)u,'aamc l5 a p Tgw Or) �tiLLOco yj W ON .5 ® z �N4o C m• W 6a1ij O- w ULI F m T I Q r`�... DO 40 0.- CtiT Fryll Illt//� IV Builder: Q � 3� N W_ �a U ILLU J W �L N Z F (^ v' 0 W 3 j z O O M tj c IV I Job Information: I o L.� � O H � 0 m z �_ ;n O TH CV M m 0 z �1%mem (0.5m DD ® J W Z) o J m (n (/) O0O L° � Revisions: 1 Yv 2 3 Model Name / Number: 2265 Plan Issue Date: Tuesday, April 30, 2019 VI KA PROJECT NUMBER: 19-2905 Sheet: S Of. FLINTEL PLAN I R HE HEIGHT OF THE CHIMNEY SHOULD EXTEND r ABOVE THE ° 2x6 #2 SYP P.T. SIMPSON HETA 16 INT WHERE THE CHIMNEY IS 10' FROM TH NEAREST W/ (2)'/z"x5„ WEDGE ANCHOR EACH END SEE FLOOR PLAN CD (1 1 z B DING SURFACE. TOM GALV CAP o FOR BEAM SPEC. SIMPSON LSTA24 W/ SEE PLAN FOR BEAM ITH SPARK ARRESTOR VERIFY STYLE OVERHEAD SECTIONAL (12)10tl NAILS = ¢ Il�lalJl W/ BUILDER METAL FIRE STOP DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT �r'"'. YSo ° _ Z W/ WASHER. MIN. 6 PER TRACK TO JAMB. '' °:-„?'%•• �' '� ' r SEE DETAIL WF02 (' \Q . ' I,., �� ;r •' ON SHEET S-3 8 v w \VI/'/ DOUBLE 2x PIPE STABILIZER " " ,� , I, FOR ARCH FRAMING 2 Y O ° TOP PLATE WHEN REQUIRED 5 1/2" DIA. x g" o ( ) 1/2" X 8" A.B. W/2" o "J" BOLTS " o U �O s o WASHERS SET IN a FILLED CELL W/#5 TYP. FILLED CELL SIMPSON A34 W/ (8) 8d NAILS Ln V) �� m 0 ! VERTICAL MIN. 5 PER JAMB. o .I d 17 F U u or w y 2X4 #2 SPF STUDS @ 16" O.C. W/ SIMPSON 1 SPIL @ TOP AND SIMPSON SP2 @ BOTTOM SECTIONAL — d `�5° U" o 2 X 6 CRICKET W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE ® OVERHEAD _ ,I - SEE PLAN (3) SPF #2 FOR INFO. � = U £ Q � ° ° 01 ELEVATION FOR FINISH DOOR CONT. 0 P.T. #2 y STUDS W/ 16d NAILS @ 8" o.C. g .n d ' WOOD SYP 2" X 6" , ? s TRIM o SIMPSON LSTA24 ♦ Affllatlon5 All IL PROVIDE 2x BLOCKING ' r ' ' ;• ��' • • W/ (18)10d NAILS ki '•'�� B D. �j @ PERP WALL IF NOT ALIGNED W/ TRUSSES 2"x6" P.T. WOOD JAMB v ry'. '• 16d NAILS—► c c ♦ Consultants: W/ (2) 12d TOENAILS " @ 8" O.C. s a o "��N� LATE / d DOOR AND CONNECTION PER ® GARAGE SLAB �� 'I STAGGERED ° SIMPSON LTT208 W/ 10 NAILS c NAILS TOASE T TRUSS LOW GARAGE DOOR MANUFACTURER /2" T n N o P UJ ® 8" O.C. — TYP. GARAGE DOOR TRACK MOUNTING DETAIL ® 'A' 'A' WEDGE ANCHOR 'A''A' t tf o d SIMPSON l2 EA noW a W/ 14.1 o �d¢06W ° "' N NOTE: DETAIL OD22 / S-2 MAY BE SUBSITUTED FOR THIS '� W ®(7 c rn a a O CHIMNEY PIPE MIN. 2" TO TRUSSES DETAIL - UNLESS NOTED OTHERWISE m " F=" Z a 3 z Z iwAnc $�� LL M W ¢,'$ WAS CH01 TYPICAL CHIMNEY FRAME DETAIL 3/4"=1'-0" MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD2:L ENTRY CMU COLUMN/BEAM N.T.S. 16 ENTRY HEADER DETAIL N.T.S. a �' a�=gg �$ 3 d st f / UN G N W N U G I I " 6 INSULATION PER FBC AND ENERGY , FORM SSUBMITTED WITH PERMIT c 1O APPLICATION PROVIDE BAFFLES 0 12 AT EAVES (FOR VENTED ATTICS) s ' FIBERGLASS SHINGLES OR o LZ SEE ENERGY FORM CALCULATIONS ' FOR INSULATION REQUIREMENTS ISEE PLAN TILE ROOF (PER ELEVATION) ! OVER APPROVED UNDERLAYMENT a SEE PLAN PROVIDE BAFFLES AT EAVE FIBERGLASS SHINGLES OR \ PRE ENGINEERED WOOD PER FBCR 9D5.1.1 OVER APA 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: OVER APPOVED UNDERLAYMENT FASTENED TO TRUSSES PER ROOF 44 w/ 2x4 POST UNDER EA 9 ' PER FBCR 905. OVER APA ' � , NAMING SCHEDULE) 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. _,,- ,I , _ .I _, - - _ SEE ROOF PLAN FOR y RATED SEE STRUCTURAL NOTES PRE-ENG. WOOD ( 11 '� TRUSS ANCHOR SEE PLAN ��J`l�nJ�h�l� '.. ; SEE PLAN FOR (_ ) „ W/ 8d NAILS @ 6" KEEP IN 3/4 FOR SHEATHING " ' ---'� --' TRUSS CONNECTION _ �i_ �.- INFO &LAYOUT DESIGN $ �/� TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF -- — _ — _ — _ BRG. HT. —'�' ' O.C.ED AND LATH WITH FINISH„ ,_ _ _ _ _ _ _ = 0 M _ NAILING SCHEDULE) I TRUSS ANCHOR (SEE PLAN) CEILIN FELT PAPER OR P ° (TYP.) FRAME FOR COR- (TYP.) ALL SIDES // ` OO O".° NERS FOR NON LOAD ° " SEE PLAN FOR— '�c�+-' - TOP OF BEAM — ; W g �• N ,a m. w i TO BE INSTALLED ON OUTSIDE METAL DRLP EDGE TRUSS PLATE ,O� v v r :_ -. y FACE I 3/4" P.T. NAILER r 2X SUBFASCIA n i, BEARING SIDES NAILED i L` \ �0' ° °' ° °'� @ 8" O.C. SEE OF PLAN - D � M ' °_-��--A - — - — - - - r < W 16d NAILS vo vv v / FOR EAM SIZE & 8 T Q i ' 1/2" DRYWALL •R SOFFIT. SEE ARCH.' PLANS�, ��a v a v CO ECTON INFO W tMETAL DRIP EDGE �� ° Oi N J CEILING BOARD ZX SUBFASCIA CURTAIN NAILER /, 8 x 8 x 16 K.O. 1 x 4 P.T. @WINDOWS n LINTEL BLOCK 1/2" x 8" 1-BOLTS ♦ (1) CENTERED EA. ` (TYP.)4 COURSE HIGH A.F.F. — ro �' W N p : W �I CONNECT ALL Zx STUD 1 x 8 P.T. @ S.G.D. n O.H. W/ (1) #5 DIA. REBAR & " SIDE w/2" WASHERS ` CMU BASE FILLED W CONIC U1 Y• TO TOP PLATE WITH (4) 16d TOENAILS SOFF['i. SEE ARCH. H SEE ELEV. 3000 PSI CONCRETE w 4 VERTICAL RENF w (TYP.) / ( ) / a c Q O o w W E m o PLANS PRECAST "U" LINTEL " HOOKS INTO FTG & AT TOP • N r 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE N P OF COLUMN , ' HB&G COLUMN WRAP OR 16 -� I J W p PLAN AI -Al s E W/ MIN 7/16" O.S.B. c Z O r SHEATHING ATTACHED PER ' NAILING SCHEDULE 2 ui � tj OPTION: 15/32" OSB EXPOSURE 1 ON ncq c � MAXIMUM OF (3) - 2X PLATES MAY 8E EXT, WALL W/ ALL EDGES BLOCKED, ri SEE FLOOR PLAN FOR ; K7 �' ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA 1 3/4" COLUMN SIZE &BASE -; w PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD, NAILS AT 8" O.C. NOTE: 44" MAX. SILL HGT. ON n FiLL CAL -(1) #5 DIA. SIMPSON LSTA30 SEE FLOOR PLAN CONNECTION INFO. ' ai rn VII Job Information: ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI W/11-10d TO BEAM FOR BEAM SPEC. w d SECURE " CONIC. ALL LOCATIONS & TO FRAME BELOW 2X4 P.T. BOTTOM ALUM FRAMED WINDOW w SCREEN / H SHOWN ON FOUNDATION '•� PLATE W/ 5/8" x 8" ANCHOR BOLT SET IN c w (G.C. TO VERIFY W/ FLOOR PLAN u & FLOOR PLANS _ SIMPSON HIGH -STRENGTH n LOCATION OF OPENINGS IN v ' EPDXY 6" MIN. EMBED. EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULLry STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON N O N ALL BEDROOM WINDOWS. ALUM FRAMED WINDOW , c 0 m A W/ SCREEN , ¢ CEMENTI'iI0U5 DECORATIVE A N a O C FINISH 7/8" THICK PER ASTM C-926-98A PRECAST CONIC SILL WINDOW STOOL ,", SQUARE CMU BLOCK BASE W Q / 1x4 P.T. WRAP or (4) #5 VERTICALS FILLED SOLID BAND m W E 0 PER SPECS " SEE ELEVATION FOR MORE INFO STUCCO m +� 2X STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY N P FORM SUBMITTED WITH PERMIT Z SIMPSON HETA20 W 10.10d TO COLUMN Al , Al BUILT-UP CORNER MIN (3) 2X4 / c 0 a; N '� CN M (O U .- MORE INFORMATION). SEET313 1/2" DRYWALL ON SHEET 6 APPLICATION PROVIDE BAFFLES AT v EXTERIOR - (SEE ELEVATIONS) POST i OR 4x4 POST W/ 2X4 U IN DER gg n 4) U d FOR NAILING INFORMATION FOR EAVES (FOR VENTED ATTICS) EACH END OF BEAM 8 ¢ 3. DO J LU � 0 SEE ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #S DUl REBAR 1 x 4 P.T. 17" IN CONCRETE - 25° —� NOTE: 2 X 4 P,T. PLATE BOTTOM STRAPS MUST BE s �� , Ln o 'J m REQUIREMENTS w/ 1/2 x 8 A.B. 1/2" x 8" TITEN EXTEND (ACI 530) ABOVE E (OR HD) W/2" WASHER AT 32" O.C. BASE NAILER SLAB. ALL LOCATIONS SHOWN WOOD BASE INSTALLED ON INSIDE OF J C • NOT BEND �aG,'}, SEE FOUNDATION ° ♦ ReViSlOns: MIN. 6" FROM END -SEE W507 ON FOUNDATION PLAN COLUMN. DO , ° q--a r,;,, v LAN FOR FTG 1 YV WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR �, STRAPS UNDER PLATE. ° t^c4 �t 5'•'?�° v PLACE STRAPS IN FILL a'' 'a v �!: IZES AND CATION m 2 FOR SLAB INFORMATION TOP OF SLAB — SLAB INFORMATION 1 TOP OF SLAB ° w # t ° CELLS / 5 REBAR — — — — — u Model Name Number: 00 IF i ,; i .., .. �'. A ..: � GRADE i GRADE ,;..r, •. •. � _ •. ' N 2265 CLEAN: '' 3 COMPACTED - • ° o SEE PLAN FOR '" •r•', (TYP.)4 COURSE HIGH CMU BASE w • " .� ♦ Plan .� FILL R S , RE -BAR QUANTITIES FILLED w/ CONIC - SEE PLAN FOR _. $ Issue Data: SIZE. TOP OF COLUMN BASE - --' Tuesday, April 30, 2019 SEE FOUNDATION PLAN 16" I I" SEE PLAN OUNDATION /r 2'-0" AFF ♦ KA PROJECT NUMBER: FOR FTG REQUIREMENTS PEEN NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Y 19-2905 DETAIL- UNLESS NOTED OTHERWISE >, �_� Of: NSheet: CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. CD23 COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" 1'-0" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED ANG PRE -CAST LINTEL SIMPSON SP2 TOP 8" ( BLOCK BARTlEU.N.AND BOTTOM. TYP. W/(1) #5 REBAR U..O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON STRUCTURAL TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) SHEATHING AROUND CURVE. MIN. 2 TITEN CLIP EACH TRUSS ANCHORS TO 2x8 CLIP EACH TRUSS CLIP EACH TRUSS '� •� (SEE ROOF PLAN , 1 FT FOR TYPE) I (SEE ROOF PLAN FOR TYPE) (SEE ROOF PLAN FOR TYPE) ///'''�� 0 FRAME OUT TO Z LINTEL I BLOCK EDGE z g (SEE PLAN) - FRAME OUT TO 'o i HEADER PER_ FRAME OUT TO = Z BLOCK EDGE ONLY BLOCK EDGE ONLY h ' J E •) 7/18" O.S.B. 2x8 W 3 12d ° LOCATION ' IF NEEDED. SEE PLAN \��//I ' IF NEEDED. SEE PLAN a EA. SIDE % TOEN ILS EACH END i - $ EXTERIOR SHEATHING 7/16" OSB W/ 6d ; STUD ANCHORING: m Z ZX BLK'G. /16" OSB W/ 6d SEE PLAN FOR ATTACHED PER NAILING NAILS @ 16" O.C. STUD TO TOP PLATE: SEE PLAN FOR 'a TO O.S.B. NAILS @ 16" O.C. HEADER I BEAM SIZE SCHEDULE T613 ON /� Ln U TO SIDE & TOP NAILER ' SIMPSON SP4 (\`!/� W/ 2 - Sd TO SIDE & TOP NAILER (SEE PLAN) ® ® SHEET 6 BEAM SIZE y EA. END 2x W/ (3) 12d J WO TOENAILS EACH ; EDGE VIEW 2 X 4 P.T. AT 16" O.C. `o U 2x4 SPF CONTINUOUS 7/16" O.S.B. END TYP. 2 X 4 SPF Y — _ o rn o O W E2 BLOCKING ATTACHED EA. SIDE EXTERIOR SHEATHING 2 X 4 SPF NOTE: HOLD FRAMING LOC ' EXTERIOR SHEATHING to C M E TO 7/16" OSB W/ (2) Sd 2x4 SPF CONTINUOUS ATTACHED PER NAILING �_ F NAILS. SEE DETAIL ABOVE 2X BLK'G. TO O.S.B. BLOCKING ATTACHED SCHEDULE TB13 ON ; AT 16" O.C. BACK FROM FACE OF BLOCK STUD TO GOT PLATE: ATTACHED PER NAILING 2 X 4 SPF VT m o / / O SHEET 7 AND 7.1 FOR SHEATING TO BE FLUSH SIMPSON SP4 SCHEDULE TB13 ON ; AT 16" O.C. (� U ��' U W/ 2 - 8d EA. END TO 7 . S OSB W 2 Sd SHEET 7 AND 7.1 F o o NAILS. SEE DETAIL ABOVE ' LWITH BLOCK FACE I o 2x BUCKS SEE M811 ii „ LINTEL ),•,• .3 '. — OQwo FOR MORE INFO EDGE VIEW 7'-0" MAX n „ m U o' �-$ WINDOW OR DOOR OP ; ANCHOR BOLT ;; „ n c �, ¢ F WINDOW OR DOOR OPN'G I BUILDER FRAME @ 32" O.C. �•- - K ' RADIUS REQUIRED I ; BUILDER FRAME AS 8" CMU WALL ; RADIUS ♦ Affiliations: AS REQUIRED a A Cl W} B D WF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. WF02 DETAIL @ ARCH WINDOW FRAMING N.T.s• WF14 KNEEWALL @ ENTRY FRONT WALL 1/2"=1'-0" WF21 KNEEWALL @ENTRY FRONT WALL 3/4"=1'-0" E ♦ Consultants: WF14 KNEEWALL @ ENTRY FRONT WALL �s Io m 00 PROVIDE 2x4 ON TO o°. 2 °x $ m N m OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3" D.C.w- $ o d � TOP PLATE ATTACH w/ = 8 ti rn z �I -i (2) 12d NAILS O.C. . OUBLE 2x4 E g Q A F TOP PLATE S _ Ora S- w (SOLID BLOCK w 2x6) a a >u N �, o w N ` STRUCTURAL SHEATHING / F X'>m>sa� f Sy d O COMMON7/161 IN. S@3L O.C.@8d 48"'6a6 E C3 c` 5E W ¢ O ` 2x4 STUD M/4!=tl"I.F®��z�aW¢ EDGE & 6" O.C. FIELD RUN PER PLAN m2e` z <mqa 3 z ) FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE � w m9 w g W z m Z a 'Q BOTTOM OF FALSE BEAM d Lu o _o m Q NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS UBLE 2x8 n Z �}�&• I Fa i S SEE GE05 FOR ��\ \`� TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE 8 STANDARD ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD - 0 GABLE END + o * 0 0 H-• Fr..'i FRAMING 7� I�� (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN o `3 ,��7^;a-�'- n o �I TOP PLATE W 8d 2 1 2" x 0.131 NAILS SIM. IN2x6 E W e '. ❑ ❑ L3't;:'' NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF STRUCTURAL SHEATHING i`�`.\\ 12d NAILS @ 3" O.C. Q li a TOP PLATE TRANSITION WOOD BEAM SEE S O1{ PLAN FOR SIZE i+ SIMPSON MUC410 OR (2) �• A ` m "PLATETO +I PENETPIPE ORADTIONTTHRU OUBL OP SPLICE HUC210 16 �F',/ " TO BUILT-UP COLUMN Y''5O�]_-.y/1RIES W/ I+ +I m TOP PLATE w/ MORE , "� SUPPORT COLUMN BUILT-UP MIN.OROWS 12d ; NA[LS @ 8" O.C. EACH PLYI THAN 50% OF TOP (3) 2x4% OR 4x4 W/ (2)-SDdROOF SLOPE 0 PLATE WIDTH INBTALL (SHOWN A$ 4 x 4) @ 3" O.C.d > SIMPSON PSPN516Z I ' m WOOD WALL OR I a(2) SIMPSON HETA20's TRUSS. SEE PLAN 2X4 MONL w/ S 12tlIw/ (12)16d NAILS TYP. �"' , '' w/(12)-16d EA, TO COL, COMMCJN NAILS EACH+ ;++TOP & BOtt. M/4! TYPICAL BLOCKCENTERED w/ M36 S R NAILS a, a ALE: 2 MSTAM36 STRAPS STUD TYP. T&B +I + NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE , ()TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALLO.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ _4 2* TIE BEAMEa TO W/ SINGLE BASE & TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO g PLATE W/ PLYWOOD TOP PLATE W/ S1112 1/2" x 0.131 NAILS d SHEATHING * NOT REQ'D. WHEN QT SYSTEM IS APPLIED TRUSS OR OR ROOF SYSTEM COVERING NOTE: m ♦ Builder: PLATE LENGTHS MUST BE AT LEAST 8'-0' LONG. TYPICAL $ ►A LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. GE15 FALSE BEAM AT GABLE END N.T.s. WF17 TOP PLATE SPLICE DETAIL 3/a"=1'-0" CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. 3 L W 0 YM ) ry m p W Z ao J e 2x8 SYP #2 E N O TOP & BOTTOM f G N W � I— SIMPSON 410 14 z ATTACHED W/ BUCKET SEE ROOF ) m O m N F (1) ROW 16d PLAN FOR MORE INFO - W W 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED SEE ROOF PLAN �� LLI O FOR BEAM SIZE ' a Z * CRIPPLES MAY/MAY NOT BE PRESENT. ; & CONNECTION INFO o °- a BOX HEADER DETAIL VERIFY HEADER ELEVATION - ° o J y o> > 4 (2) 2 x 4 LAMINATIONS W/(1) (3) 2 X 4 LAMINATIONS W/ (2) (3) 2. 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS DF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) mnrcc. (D-0.162", L-31/T")OREQUAL 0=0.162',L=31/21OREQUAL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN H D. INST x 8" )TITENEQUALY SPACED 7/16" O.S.B. EA. SIDE 2X BLKNG. TO O.S.B. W 2 - 8d / EA. END HEADER ANCHOR - - NAILED TO TOP PLATES, ; SEE FLOOR PLAN --.� ; 12 v III HEADER &JACK FOR COLUMN SIZE & ; SEE ELEV. ♦ Job Information: BASE CONNECTION INFO ---- ---------° (TYP) RE -ENGINEERED WOOD TRUSSES 24"O/C HEADER SIZE N0.&SIZES OPTION A OPTION B & GRADE R'r'� TIES 1/2" OSB FLITCH PLATE EACH END UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED SEE PLAN FOR (2) LSTA 30 COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN o. BEAM SIZE DOUBLE 2'1 TOP PLATE •, CONNECTION INFO a 1) APPOSITE NAILS OF THE VENCOL MN. 3)FORSCR SCRPLY,EWS OR PROVIDESPACE A. SHOWN LAGFOR PER SIDE INTO CMU AT � � OPPOSITE SIDESOFCOLUMN. REHRTOft S SECTIION 153S SHOWN FOR 3PLY) JACK TO HEADER, NO BASE EDGE VIEW "xa°s7uos@16"o/c 2) ALL NAILS PENETRATE AT LEAST MINA IU 41 REFERTO L IN SECTION 15.5 Pop 2X (RIPPLES @ 16" O.C. SEE SCHEDULE SECTION A -A @ THE THICKM1ESS OF THE LAST LAMINATION. ADDITIONAL INFO. CONNECTOR REQUIRED O (3)16d jHGi EE PLAN W/ SIMPSON SP2 TYP. WF37 TYPICAL COLUMNS DETAILS N.T.s. [24" P4 AT COMMON OR WILL TOP AND BOTTOM 2-ROWS 12d NAILS CRICKET AS REQUIRED 3 3 O.C. NAILS(TYP) LS(TYP) T STAGGERED @ SCALE: 1 1/2" = 1'-0" 'J10) O 12" 0/C EACH a O CO " WHEN STUD LENGTH FACE OR 3-ROWS FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG `•�.• •`• CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D.j • • • • LOCATION---.,, Some I'Oil i " D.C.• SIDE&TOP NAILER .C' �I I'v"i EACH • •• I 2x4 SPIF • • © 1 • • . •SB W1 :d NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ROUND/ SQUARE• BOX HEADER ►� A: EACH • WINDOW OR DOOR OPN'G HEADER SUPPORT No. OF JACKS & STUDS REQ. AT OPENINGS OPENING SIZE 1 2 X 4 WALL 1 2 X 6 WALL JACKS EA END KINGS EA END JACKS EA END KINGS EA END LESS THAN 4' (1) (1) (2) >4' BUT <9' (2) (3) (2) (2) 101 -16' 3 4 3 4 I5 LESS THAN 12" USE 1 AIO/CLS 12d NAILS STAGGERED Z 0 STRAPS AT EACH 12" FOR 2 x 30 O STUD STUD WRAPPED OVER OR GREATER HEADER A A SIMPSON SP2 @ EA. STUD .O+ TOP PLATE &NAILED TO HEADER EACH SIDE _ SEE PLAN FOR ' _ TOP OF BEAM APA RATED STRUCTURAL SHEATHING MIN 7/16 FASTENED TO TRUSSES ` 0 (�I M m 4 4)FILL ALL HOLES IN DOUBLE 2 x #2 _ - W/ 8d STRAP S.Y.P. HEADER W/ SEE ROOF PLAN - - COMMON WIRE NAILS @ 4" O.C. o 1/2" FLITCH PLATE FOR BEAM BOUNDARIES 6" 0/0 EDGES & 8" $ ¢ W CL W CONNECTION INFO O.C. FfELD O J O LOCI NAILS @ HEADER. (U.N.O.) m ' ^ `^ � v 8" a/c TYP. / v, FILLING AND BLOCKING AS E 0♦ Revisions: DOUBLE 2 x 4 REQUIRED FASTENED TO SEE FLOOR PLAN FOR 0 CRIPPLE STUD HEADER W/(2) ROWS COLUMN SIZE & BASE m 1 _ __- YV TYPICAL (U.N.O.) OF 12d @ 16" 0/C UNLESS CONNECTION INFO - NOTED OTHERWISE SIMPSON SP1 @ EA. STUD 2 2 . • vi 3 2 x 4 STUDS TYP. 2"x P.T. PLATE MAIN SPAN ROOF TRUSS fl Model Name / Number. 1/2" X 8" 'J" BOLT SIMPSON HTT4 W/ (18) @ 24. O/C MAX 2265 16d NAILS & A 5/8" •P UPLIFT CONNECTOR "+,' CMU EXPANSION ANCHOR W/ 6" EMBEDMENT ° 8" x 8" x 16" K.O. (SEE SCHEDULE) 10 ♦ U.N.O. BLOCK W/ 195 CONE. $ plan Issue Date: Tuesday, April 30, 2019 l�G OR 8 1/2" AT GARAGE STEP DOWN m a '* * HOLD DOWN CONNECTIONS --SEE FOUNDATION CMU WALL m ♦ KA PROJECT NUMBER: NOT REQUIRED @ BEARING P.T. BOT. PLATE PLAN FOR MORE INFO �, WALLS WITHOUT UPLIFT All ° 19-2905 /�7� Y T oSheet: Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 TRANSOM DETAIL AT ENTRY 1/2"�1'-0" WF09 WALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT N•T.S. WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" O.C. MAX DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN N SAME SPACING AS BOTTOM CHORD LATERAL BRACING - TO BE LESS THAN -' 12". ATTACH 2x OUTLOOKER @ 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 FOR O.H. GREATER THAN 12" FOR 12" AND UNDER Scl NAILS - 1 ' --MINIMUM 2"x4" WALL AND 8d NAILS @ 4" O.C. WALL SHEATHING, SEE TB13 FOR SHEATHING DETAILS � SPACE BLOCKS AT 24" O.C. i CROSS BRACING t -� 2x4 SYP BLOCKING FOR SPECIFICATIONS" (SEE PLAN FOR - - .- ^' . -^ / BETWEEN TRUSSES @ qg^ O.C. MAX. FASTEN @ 8" 2z4 SYP L BRACE FOR UI n LOCATION) BLOCKING '- TRUSS w/ 3-12d NAILS A. GABLES 3'-0" TO 5'-11" TALL. END 2x6 SYP L BRACE FOR 2X4 SPF BLOCKING @ '° Z — "� ' 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. >A , PANEL EDGES W/ (3) 12d , ,� ,° Z g APPROX. 8" FROM RIDGE ATTACH L BRACE w/ THEN 48" O.C. AFTER. NAIL w/ 3-12d @ EACH FEND & @ 12d NAILS @ 4" O.C. CROSSING AT 45 ANGLE. NAILS EA. END TO TRUSS SIMPSON MTS12 @ ' 2X6 BRACE NAILED LOOKOUT RAFTERS -NAIL SHEATHING @ 4" O.C. r� / TOSIDEOF GABLE STAGGERED w 8d ;, IF APPLICABLE Z N 1 J ^ GABLE TRUSS (NOT REQ'D WHEN GABLE R) EN 1 SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT 4'-1" OR SHORTER)( ) ' ' w/ 12d NAILS _ - _ CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) BAYS (8'-0") NAILED ONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. ' @ 4" O.C.WHEN ' STRUCT. SHEATHING GREATER T AN 3'-0" 7 16" MIN. THK. -TRUSS 2z4 SPF CROSS -BRACE , /W/ N Z 3-12d TO CHORD (MINK/PLATE NAIL GABLE TRUSS @ 48" O.C. - NAIL w/ ,° NAIL w/Sd COM. @ PE)R JOINT 1ST 4 BAYS) TO TOP W O.C. & 6" (3) 12d AT EACH END & AT >' `< '° 0 �i N 16d NAILS @ 4LATE CROSSING AT 45*k ANGLE ems' O.C.FIELD W W ' CONTINUOUS LATERAL BRACING- �_ 4 BAYS .T. PLATE 1/2"x8" ANCHOR BOLT .' / `� �° m Y ,6 _ NAIL OVER X-BRACE AS SHOWN- AT 48" O.C. MIN, KNOCK OUT COURSE ' TRUSSES 10d @ 4" O.C. `o U — Lu � N o N CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS X BRACING - 2x4 SPF OR SYP FOR NAILING MASONRY WALL CONTINUOUS 2X4 SPF ; SPANNING (4) TRUSS � GABLE TRUSS 2 �'� q � � $ "�' � E w/ (3) 12d @ EACH TRUSS WEB , BAYS (8 Fr) NAILED TO �' E t!1 �� D m D � u 2X4 BLOCKING @ 4" O.C. �� NAIL TOP OF "T" ' C) w/12d & (3) 12d TO CHORD ;, TO GABLE TRUSS NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TB13 FOR ATTACHMENT TRUSS w/ 2.12d AND 1 , OVER JACK TRUSSES, SEE SIMPSON HS w/ 10-10dx11/2"NAILS PLAN. f ' w/2-12d & (1) SIMPSON MTS12 w/ 2X4 SPF BLOCKING 14-10d x 1 1/2" BETWEEN TRUSSES m i3 ::- = U Q o f o m D a �°, <� a o [T�01: TYPICAL CROSS BRACING DETAIL N.r.s. T802 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2' @ 48" O.C. MAX. NAIL DEADWOOD TO TOP PLATE W/16d @ NAIL TRUSS BOTTOM DEAD - CHORD TO 2X4 DEAD c D ♦ Affiliations: ROVIDE 2X4 MIN. BLOCKING AT SIDS 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. WOOD w/16d @ 4"O.C. ^ 9 3 A CI C° LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1SIMPSON H8 w/ BAYS ,/ B D-" CENTER SIMPSON LSTA30 w/ 0 BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 11/2" NAILS _ _ 14-10d @48" D.C. ♦ Consultants: NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE E N$�0 N CHORD WALL OR EAM BFRAME ELOW SEEPLAN GE05 GABLE END BRACING - FRAME WALL N.r.s. A TRUSS AlTERNA19TOBLOCKING PRE-ENGINEERED VERLAPTRUSSBRACING GE01 GABLE END BRACING N.r.s. � 00 � ag.�� ¢g�� re re STRUCTURAL WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP ACE g a yg= o h$ a A ` ¢LLo3 00 G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 $ na° C ui rlpu� L'i c c rn S -ffi " �" 48 a z I• a N 0'T TOP CHORD WHEN REQ'D NAIL TO TOP CHORD m ffi" c Z_ E If m N (2 3 g TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ 2x8 SYP BRACE NAILED DROP GABLE END TRUSS . a"i w _ w a 0 m z a w a Cc — a SPAN FROM EXCEEDING USSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN G.T SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE TRUSS CHORDS &LOOKOUT RAFTERS FOR O.H. GRATER THAN 12" a (2 m. g „ ffi w 5 2, €'� +$ @ (EITHER SIDE OR BOTH IF REQ'D) AND NAILING SCHEDULE 3'-4" IN USING 10d NAILS @ 4" O.0 FOR 12" AND UNDER - g FOR SHEATHING DETAILS u-!.-;�'HR LMINIMUIM'2"x4"SPFOR SPACE BLOCKS AT 24" D.C. 2 12D NAILS (1 MINIMUM (3) 12d 2X4 SPF BLOCKING @ r LL - ^), ❑ ❑ ' ROOF AT 12" O.C. MAX SHEATHING PER JOINT BRACING PANEL EDGES - NAIL SHEATHING @ 4" O.C. E E SEE SYP TRUSS *SPACED AT 10'-0" MAX STAGGERED w/ 8d ro �— • `t . PLAN STRUCT. SHEATHING .} �°'� ••'. 2x4 SPF CROSS -BRACE '• 7/16" MIN. THK. - h O 0 TRUSS CHORD @ 48" O.C. - NAIL W/3- `� 12d AT EACH END & AT NAIL w/8d COM. @_ 'o P V;.•'C'Y qr ......... 2X4 BLOCKING 3" O.C. EDGES & 6" +,, 1 � �' < //111111►' SFCT. A -A CONTINUOUS 2X4 SPF SPANNING (4) TRUSS � �• ~ ro � TB03 HIP / RIDGE BLOCKING DETAIL N.r.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. SIMPSON H8 w/ 2X6 SYP 10-10d X 11/2' BAYS (8 FT) NAILED TO `*' 2x4 BLKING @ 4" O.C. , v ABLE TRUSS c , w/12d & 2-12d TO CHORD m 2x8 SYP ;' 0 �. CHORD BRACE 2X4 SPF BLOCKING GE04 = W/ 12d NAILS BETWEEN TRUSSES . `, . ' B m ♦ BUllder: @ 8" O.C. @ 48" O.C. MAX. �• ,S4 (2)LSTA18 CONTINUOUS w/610d x 11/2" TO SEE DETAIL m $ N TRUSS NOTES: 2x6/2X4 SYP STRONGBACK & 8-10d NAIL GABLE TRUSS c M 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP12014 BEFORETHE ROOF SHEATHING IS APPUED, AND STRONG -BACK X 1 1/2" TO "T" BRACE W/ 12d NAILS ,. TO PLATE w/16d @ 4" O.C. s �p Lt! �J,J (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER CAUSE OF ACCIDENT EACH TOENAIL N BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED @ 8° O.C. A. 2x8 I' LEG TO PLATE O M IN W000 TRUSS CONSTRUCTION. FULL BUNGLES OF SHEATHING SHALL TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY OUT 312d & SIMPSON O x 8. A.B. ¢ CONSTRUCTION MATERIAL (SUCH AS GRAVEL DR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD LACE i --. HGA10 U @ 48" O.C. MIN. @ 41 z EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE i 2. ALL BRACING (DS,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL MAXIMUM. i ✓ X 1 " SO OR SOS OR _ Z W LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDMONAL DIAGONAL BRACES AT 20`7 O.C. EQUAL "s Q AL N J 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. ADEQUATE STRUCTURAL CEILING ARE NOT KNOCK OUT E E 71 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER COURSE W 1L ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRU96 DEPTH EXCEEDS STANDARD HEEL HEIGHT. 2X4 °T° BRACE (2x4 SPF) 4BAY$ PLATE o W O VJ SEE TYP. TRUSS BLOCKING DETAILS SEE GABLE FRACING DETAIL O SHEATHING W L) I�—/ ® 11 GE04 "T" BRACE CONNECTION @ GABLE END W/ VOLUME CEILING 3/4"=1•-0" GE03 GABLE END BRACING W/ VOLUME CEILING N.T.S. 3 TO 4 TRUSS x4 AS SHOWN ALTERNATE _ Q d Q Z O TRUSS SPACES DIRECTION vQ US M II5 o D VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE (2)-1 NAILS W/ (4) 12d TOP & BOTTOM OR H5 TRUSS sEc ON To TRUSS SEE STRUCTURAL NOTES AND 9 N ♦ Job Information: OR HCLRD IN PLACE OF (4) 10D REQUIRED @RAFTERS GREATER THAN 8'-0" B-B NAILING SCHEDULE FOR (4) 12d NAILS SEE STRUCTURAL NOTES AND NAILING SHEATHING DETAILS EA. END m SEE PLAN UBLE TOPLE ATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS PRE{NG. TRUSS SECTION B-B VARIES w ROOF • „IE 2x STUD WALL Ll SEE PLAN SLOPE .\ / \ / ' (>6 DONV. FRAMED RIDGE MAY BE NAILED W/ MIN. VERTICAL SCAB 2X6 #2 \ \ 2X4 SPF BLOCKING / / \ O N (4)12d WHEN IT LANDS \ BETWEEN TRUSSES \ / NEXT TO PRE-ENG. TRUSS g BLKING. NAILED 9 EACH TOP BOTTOM 0(R H520R \ @ 48" O.C. MAX. / / ,�, ,' O N m SIDE W/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF 12d MTS12'S REQUIRED 0 RAFTERS GREATER \ \ / / 2X4 SPF BLOCKING .� — ¢ C REQUIRED W/ (2) a THAN a'�O' \ \ 2x4 SPF BRACE \ / @ 48" O.C. MAX. 2X4 BRACE@ 4'-0' . o O C \ (4) (3) 12d END NAILS ON CENTER ,' ry L COLLAR TIE \ \ 12d AT EACH END & EACH END , ro 1 1 ' , ■ CD DO f, EVERV3rd SHE4THIN RAFTER \ \ ALTERNATE DIRECTION \ \ . G O ++ O) �� N m U 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ • ^ ' • • ' a ` / H _j U W DO TRUSSES W/ (2) 12d NAILS (OPTIONAL) 0 EACH END, CONT, EACH BAY , / / , TRUSSES Q o J W 'C B TB 2X4 SPF W/ (2) #7X3-1/2' DB W000 SCREW EACH TRUSS / / 9EE PLAN _ F � /� � ) Lr) J coW V / V / OD LOL. ALTERNATING OR H5 ®48" O.C. / / E BLOCKING PRE-ENG. TRUSS ♦ ReVi510nS: CONT. ROOF SHEATHING AT TRUSS TOP \ / / TRUSSES , ,' m STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / ' m 1 YV SEE PLAN FOR CONNECTION SIMPSON A34 OR 2 a (USP MP4) @ \ \ / / o` 3 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD ,* 2x8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING ♦ Model Name/ Number; TRUSSES w/ (2F12d NAILS e+ AT 8'-0" EACH END MAX TRUSS 2X6 RAFTERS @ 2'-O"O.C. / \ n BETWEEN TRUSSES MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM WALL BELOW Y \/ @ 24" O.C. MAX.w/ \ / \ (3)12d A. i:ND (TYP.) - - SIMPSON HGMAIO 226� 2X4 RAFFERS FOR SPANS LESS THAN / •\ 1/2" GAP _ @ 4'-0" O.C. MAX. (SEE PLANS FOR TYPE) CONC. MASONRY 4 FT ® T-O" O.C. MAX W / (3) IOD SEE PLAN - H ♦ Plan Issue Date : 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM y T & 6 CHORD BEARING SUPPORT 1/r' SPACE EXTERIOR = INTERIOR Xy a Tuesday, April 30, 2019 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING i ♦ KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE _ INFORMATION SHEATHING -_ 8" C.M.U. SEE 19-2905 PLAN FOR REINF. Y 2x4 S.Y.P. @ 16" O.C. Sheet: � Of: 0 N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. TB14 NON -BEARING EXTERIOR CMU WALL N.T.S. a ROOF FRAMING AND BRACING DETAILS THERMA-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 maximum of 1/4" thick shims. Predrill the jambs 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 conceming 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 3/16" DIA 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. 6" SPA EVE 6" j 11 1 1 1 16" 6" 6" SINGLE DOOR n P SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES rn 6„ n.. 3„ 3n1 1-4 3"3" 3 ]h, I III — — 67V33„6 III Q i I 6 DOUBLE DOOR W/ SIDELITES P' 6 n 'PACE :VENLY in 6 inn r n J J I E 6 3" 6" DOUBLE DOOR .91 SPACE EVENLY I S^ a•......8�....... e.. e• aT SEALANT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEAGS. 6 PER SHINGLE. mot OeN \U i� sod °Oµ 7„ _ �s To Use In 5th(wn, valley camedma SHINGLE INSTALLATION GUIDE O0000 OpoTse E GrUtea � 71Td 1�OWt 2g" i ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) ENTER. WALL RNISH AND EXTENDING A MINIMUM OF 6" ABOVE 8" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF I 6"X65HIGALVS T FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW = \ AND/OR SGD FRAME MIN.) GLUE STRIP N w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK UY$TALLATION 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 BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S Lsed, LOCATIO F BARRIER TO BE 1'-011 IN FRONT 0 MECH. OR APP. WHEN REQ ED 11/2' MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS4B WOOD SCREW 411 CONCRETE SHEATHING F ED PVC. PIPE. BY OTHERS M1 CAULK BETWEEN FIN &SHEATHING TOP OF SLAB EXTERIOR 3/4" MIN. EO&F (Y) ° FINI DISTANCE. BY OTHERS. ° PERIMETER 1/4" MAX. — - - - - - — CAVILK BY OTHERS SHIM SPACE 00 z .M1 nb, II , O.A. WINDOW f Ir r I HEIGHT r O z a -'% NI '12Ni1611 IN. DIAMETER EXTERICIA INTERIOR t CONC TE FOOTINGj I - _ 1 PHDILC; I TUN bAKKILH U AIL TYPICAL FRAME OPENING T.s. WINDOW INSTALLATION N.T.S ORP MeE, IP EWE Al 0F5 OVER HALL BE PERMITTED-O BE INSTALLED El IVFA OR UNDER THE VNDFRI AYMFNT. IF I IVER THE UNDER WYMENT, THERE SHALL MINIMUM 41" WIDTH OF ROOF CEMENT IN! IVER THE WIF EWEFLAM1(iE. CRP EDGE zER MICALLY IASTEVFDA IVIA.NMUM Of ENTER. WHERE THE Vesd AS DETERMINE OCORANCE WITH SECTION 1301.2.1.3 Is l77 W/HI 02 GREATER OR TFE MEAN n XCEEDS Be FEET WOES n en , DRIP EDC IFCHMICAI.I Y FAU-WO A MANMUA OF NCENTER_ T_� UteIn6telletion Instructions For NI Fixed Windom With Mountln Fin Includes all of the rolbwing series: ]*.�1/ 625 1825 / AZ15 / FL35 / AZ30 / FL30 / V1500 / V1580 / V300 / V380 W200 I Vr280 I GB2000 G02080 FMOiN662 jrP 882 LH10 Mnbrun Festerwr Sold, (Tame, Hede4 AN Bill) e' Bf--_!"_—'}""_'i Well Frannhq; e25q'uceo ne/Flr Or az¢er 9Nane .^4 -"'-' a10 xl-1/2- - Sam e10 SDeWE lTninum Peneesaon Glarl ng Bead mosaill Fin Cross Section V ieW BrteAu View d Flora wlfaliM Minimum ( vY Slhonpe EHo4d SheMMrg Nob: We stronyty rocommanOMetme I W1111UP1149 tePosen F/I/tans" sor WMAS7M Fil12-0I. Nawaver, out veNstbn In cpdsF end bar/ld/ng types, Ak/MW to the end usirto detrrmme the proem Nradalyadon o/fhese Arms.LEAYE THE BG6BLE W11AP ONI Before Inslailing your window, Me bubble wrap may be Peeed back fo, Inspedbn, but pleaded re-sdck the wvap to protect the days hun, a raahp, and other damege until rpnsAuc j F complete. Sept Measure M be sue Me Opersingh3/8'A,1/2" tamer ten the wntlpw sore both vatolV and horizontally. ' Yau may, wish to Pre-0rYl the Installation hales In the inn At ma Hme. 41011 Me ATtAlAA1esd hdesm Me ss BAry are rod Slap 2 APW a gaarmes Added d sllkene In the bxkshde d tie Relenting on. Use enough sdkane M nd6tlently n all weds between the An and the wan sheath' . Sep 3 lr ft window h the outing trap, Me outHde Te wineew h bbend'eEtitle" erld "puMede", but fitlxne labels heva heel nenOLeA the gWzhg head shouN AM' Ad M the inside of the bdld . 54p 9 lrsMi fame Leda the sill, Adlusdeg Made "I Me unit B PMmh in the opening. Sell should be Installed ahMer Me 5N every 2 fret. The window should be basically osntnad In Me posdAgsome no more Man 11C gap Aehtaw the window and wall nesting. 5 IrctNl a e10X I-IrZ Sasso 4- from MW conner of the for At asch and d the head sill am hall jahoss. Sep 6 l,'RaN clot remaining nstenas in B" Ircramenh hom tlx earner screws b Me enter deerh home member. Lhe arc nd M ow - Borden Me, • sAM Pull Mahn through the An. Nw, Mile We Me screws go In straight AN do not cause the from M bow. WAR flaming M.ld be A mnenum of a2 SIMCOP11haMr, Fasr should be si0 screws d sufta length M achieve t-3/e' Penetration into to was eM no less Man i1r from edire of framing. Fastens uarlhAes needed in each side d Name to achieve 8" r le M oT Fzarhhe fAemba 10- is' 26" 14' 42' 1 50' 1 Sr 1 46" 74" 62" 00" 06" Numberof Fasaaars 1 1 1 3 1 a 1 S 1 6 1 1 1 B 1 g 10 11 12 1 is Renove eeQeS saoore ueeze our earn should thefin and InspeolflorhDiesor wNds. lYx sil�ehe M MI a odds. Ship B Ifdal , a foam lr laran a aPPIWd M Me nteria gap between Mre window and wall framkg. if applfal, d4smusl be me NON EXPANOJN6 TYPE FOAM. Step S Shea Mass wNXbws aret vVelly a al In rooms with high mdaeee, le; bathrooms, It is remmmended tett a kAeria gap baseman tie wlnlpW AN wall freTng also be sealed with slicone and tooled Sot a nth t0 interfere wAth Me ide aRetah a Wallboard My a am StBP 10 Cnce aN mwiud0m Is carnplae, ramose the bubble wrap from the inside and outdee, d Me window. If neolmSsay, dean the dada widea moo classmateade wamh wxa- aloft doth. 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 ro App yal # Method Roofing: 1st Choice DADE COUNTY APP. CERTAINTEED LANDMARK30 NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL5444-R13 2nd Choice DADE COUNTY APP. OWENS CORNING OAKRI) R 16828A �) W/ 3/8" MIN PENETRATION THRU SHEATHING 3rd Choice COUNTY APP. TKO Industrues, Ltd Cambridge AR FL70WRIO FL7008.1 4th Choice DO ET GAF FL10124A ROOFING UNDERLAYMENT: 1st Choice INTERWRAP, INC. D IN0 R00 UNDERLAYMENT SHALL BE APPLIED AND FL15216HI3 U YMFNT ATTACHED IN ACCORDANCE WITH 1 WOODLAND E II UNDERLAYMENITS-HV Z 2nd Choicel I INDUSTRIES INC 30 ASPHALT -SATURATED 0 GANIC FELT R905.1.1 FL17206.1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 2"x6" P.T. WOOD IAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL152 9-R5 5 9.52 2nd Choice +30.0/-32.0 CLOPAY FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 FI ERG SS DOOR INSWING 2X BUCK ATTACHMENT BE ATTACHED WITH 3/16" X 3" TAPCDNS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL15225A4 THERMA TRU-CORP. FLUSH 2nd Choice +67.0/-67.0 ASS DOOR OUTSWING AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALLFRFRrI BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 1.6" O.C. FL15225.5 THEREAFTER. TYPICAL ALL 4 SIDESI Siding: 1st Choice 1 +,0/ -146.3 The Tapco Group 7" Staggered INSTALLATION FASTERNERS ARE GALVANIZED STEEL ROOFING Shakes NAILS nth" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT SO` O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL F1.20403.17 N.A. NA. N.A. 2n SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40 50 / MI WINDOWS 1 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FIL 17676R6 Si a Hun (fin) ANCHOR WITH MIN. 1iE' EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #B SCREWS SUFFICIENT N DE MSE TO WO OSUCK. +40/-50 MI WINDOWS 3540 SERIES 5lrlgle Hung (flange) +50.0/50.0 MI WINDOWS 3540 SERIES FOR THROUGH BUCK #e WOOD SUFFIENT LENGTH TO ACHIEVE ink" INCH MINIMUM EMBEDMENT FL18644.R2 Picture window iN WOi)D SUBSTRATE. FI18644.2 Mullions: 1St ChO1Ce MI WINDOWS M-1926 Ventral FOR ATTACHING MI WINDOWS MULUON SECT5796 CUP INTO CONCRETE Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 15504.2 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass - "+50.0/-50.0 1st Choice S BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL185.R10 WINDOWS WITH MIN. 1TA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8' MIN, EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 11 BEADED 11/2' NAILS 10' O.C. IN FL16503-R3 FI-16ZO3.4 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24• Ga. 62WarhIld DIRECT MOUNT. TOP "-20 MALE PANELMATE W / 1A%20 46 PSF INT. PANEL MFG. INC. Seel WINGNUTS AT 12Th" O.C. BOTTOM SIDEWALK 7PI15293.1 pH 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: FI. # 56126 Name: TODD M. BORN Certification Number: _ Fl. # 82126 D z Z z ��Ql (D Q Q \ I a z to (9 Q) — 4� W _ o W0 w Eo O "Lnmo0 I Lin m D c V U a0 w ii i° M ~ yE _ [O1 0 Q P d O ♦ Afnllatlons: A Il / B D„ ♦ Consultants: EE '6 ® 9 in CIO W 4a �5 x# �y6 Q�NOIZ �rJ 6n LL S mSB�(n Nc`3So LiCn e-I V 09 LL LY q rb V vO ¢I Uj 00S m o Q s� Z°'NU deg w - ° � a C-1 n ;Ftxia_l illy U WEL ♦ I Builder: W to 3 N LLI _ n. U 'z ao J z W NO J W W FF,-^ a ®I LU o W F— ry CO z O I♦ II Job Information: I o O7 I_ C m z°_ LU En O > N N N z A Al00 N — OJLI-I 00 J m V) (!) L`10 12 ♦ Revisions: 1 YV ♦ Model Name / Number: 2265 ♦ I Plan Issue Date: Tuesday, April 30, 2019 VI KA PROJECT NUMBER: 19-2905 Sheet: Of: S-5 ■ REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING `WEATHER i RESISITIVE BARRIER FOLD UP WEATHER /r RESISTIVE BARRIER& \ TEMPORARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. - SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 61N. \WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR WINDOW UNIT SLOPE D.3in: 12.0in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR / CEMT. FIN. HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH 1. Cut, fold up 8 temporarily secure weather • • / RIM JOIS7 resistive barrier above header to allow forflashing Installation 2. Self -adhered flashing plus head fleshing under weather BUILDING resistive banter //''�� 3- Fold weather resistive barrier back over head flashing and PAPER seal with tape 2 �U',( 2 1 A 0 Scale: NTS SELF -ADHERED FLASHING W p01 EXTERIOR DOOR WT H DECKHING SECTION A W PO� CEMT. FINISH SILL/ POTSHESELF-ADHEREDFLASHING LF/CHIMNEY SHOULDER W P03 FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. ADHESIVE EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB 8 HEAD U ASPHALT THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW SELF -ADHERED FLASHING REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL it COMPATIBILITY SCORED RELEASE PAPER SELF -ADHERED SELF -ADHERED FLASHING, v • (BEFORE FOLDING, SCORE FLASHING EXTEND A MINIMUM 6" RELEASE PAPERTO E% OSE VERTICALLY FROM AOHESNE AS SHOWN) BOTTOM OF THRESHOLD MECHANICALLY FASTEN AS SECTION NECESSARY IN CORNERS THROUGH (SEE DETAIL WP02) SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x:DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD -ANG E SELF -ADHERED FLASHING SELF -ADHERED FLASHING 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 ERIOR 4T. FIN. -DING PAPER PE n : 12.0 in cm: 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING IDOW UNIT 3 WP10 SELF-ADHERI 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOWSILL 2 WP05 t SELF -ADHERED FLASHING PATCH )HERED FLASHING WINDOW UNIT SLOPE 0.3 in: 12.0 in (0-6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 4 5 M WP11 SELF -ADHERED FLASHING INSIDE CORNER MASONRY INSTALLATION FLASHING SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL 5 6 7 PROVIDE MIN 8" WATER RESISTANCE COATING AROUND ENTIRE PERIMETER EXTERIOR FACE OF BLOCK, AROUND THE INTERIOR OF THE OPENING AND THE FULL PRECAST SILL - SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 FLASHING REQUIREMENTS �+ R703-1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. - aV THESE DETAILS ARE GENERIC AND MEANT TO SHOW The exteriorwall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. intended to resist liquid water that has penetrated behind the exterior covering from further intruding OV into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather-resistive �••_ SELF -ADHERED FLASHING barrier, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. PRODUCTSDETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying Z Zb with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or Z g TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer Z1-0 ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not %, 1 Q less than 6Inches (152 mm). The fell or other approved material shall be continuous to the top of walls 8 W a and terminated at penetrations and building appendages In a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. Z Detail Instructions R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied � /^+ `N _U over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance (' )� N 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 ,• VrVV /// r oance w g y such that each layer provides a separate continuous plane and anflashing (installed in accordance r 0 '$ numbered items in the list of instructions below: V _ F N 1. Install Self -adhered flashing in order as Shown by numbers Section R703.4) Intended to drain to the water-resistive barrier Is directed between the layers. 16 O w E o C ON 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 L i3 "' � o 3. Self -adhered flashing Can be substituted for building paper resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco € a ) � c 4. Split the release paper using the ripcord (Split release on demand, by an intervening, substantially nonwater-absorbing layer or designed drainage space. �- U w `- 0 embedded in the adhesive I - w e ad es a layer) for ease of installation and to minimize � scoring cuts R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to ,. = s 0 5. Remove all release paper per standard installation instructions and o prevent entry of water into the wall cavity or penetration of water to the building structural framing 0 components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior U 8 a 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 m ® Q g Minimum) AAMA 800 or ASTM C920 Class 25 Grade INS or greater for proper joint expansion and contraction, o 6. Fold as shown by arrows ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Affiliations: 7. Angle of corner may vary,adjust folding of the flashing accordingly t0 fit extendtothe surface of the exterior wall finish. roved corrosion resistant (lashings shall be installed at A " g y 1 g g g y Fluid -applied membranes used as fleshing m exterior walls shall comply with AAMA 714. The flashing _ B H pY ngshall / tight to comer the following locations: Approved 8. Mechanically fasten as necessary 1. Exterior wl ndow a nd door openings. Flashing at exterior window and door openings shall extend to the E Consultants: surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent € m m ro drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the g € Q -'0z following: r,", m 5-.0 '� o'-a`;:FE Li If 1.1 The fenestration manufacturers Installation and flashing Instructions, or for applications not addressed a m a` vNi 3 s u a N In the fenestration manufacturet's Instructions, In accordance with the flashing manufacturer's instructions. IS RQ a i $ d w Jj Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior U < m a o- a M window and dooropenings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the o W . g Z S ac r rZ _ surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan a ` u z flashing shall incorporate flashing or Protection at the head and sides. 8 t �.` '?• *"431 m 1.2. In accordance with the flashing design or method of a registered design professional �'� c s s 'cr. a c. > `:• m 1.3. In accordance with other approved methods. g 2 � o 6� a . o :' N 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 or FMAIAAMAIWDMA 400. T.19 ,p O ; o L. e+- 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with E projecting lips on both sides under stucco copings. ••, 3. Under and at the ends of masonry, wood or metal copings and sills. c ��'•.�p 4. Continuously above all projecting wood trim. �� *'•.,, O ,� 5. WheAt re and roof exterior inches, decks or stairs attach to a wall or floor assembly of wood -frame construction. pj�ARrO iESc��P, 7. At Kula -In gutters. Y N 6 c m Y 7/8" Cement Plaster 7/8" Cement Plaster in accordance with in accordance with ASTMC926 ASTMC926 6 Felt backed metal Felt backed metal lathe in accordance lathe in accordance { withASTMC1063 with ASTMC 1063 b Builder: Building Paper Building Paper 7/16" O.S.B. 7/16" O.S.B. W Q M sheathing sheathing M 3 w Metal Keep top edge to Y M Flashing of below screed 8 = o Q G 3112" P o = a - J Unperforated - block E W N O Flange 7/8" Vulcum d W Weep Screed cauk bottom o 4 a, a joint only o W O Maintain A IO m N - Bottom of Metal Flashing " S Lit I--' Weep Screed 3-1/2" Unperforated fr O W o 1 1/2" to 2" Flange 7/8" Weep Screed bN° ® ¢ �' IX z O Above o pp L o Sheathing 1/2" Cementitious N o O .J ath ha 9 Decorative Finish M c 3 m v` b • • o, All inside and Job Information: outside comer will ° need to be miter 'w d cut ancaulked all Cement Plaster in accordance butt joints need to € with ASTMC926 ° ° becaulked using over wood 2nd Vulcum caulk for all floor O N nib 7 a a) DO _ z � LIJU) r ` 6 112" Cement > N (1) tD Plaster Finish n z i V m 00 d O J LU :D o C Block F J m O (nto ti 2 1/2" Perforated ° Flange 1/2" Weep N Cement o Screed Revisions: Plaster : m i YV over block 2 1 st floor Note: The building paper and metal lath must be Installed over the top of the weep screed, Slab OPTIONAL DETAIL WEEP SCREED DETAIL SCALE. NOT TO SCALE Install bottom edge of weep screed 1" below finish floor ♦ I Model Name / Number: 2265 Plan Issue Date: Tuesday, April 30, 2019 VI KA PROJECT NUMBER: 19-2905 Sheet: w p Of: WATER PROOF DETAILS Y BATH HVAC PLAN Im W C _ aj N U � r 70 ro a) a) Affiliations: B� B D Consultants: LO W O J N C 08 0 !i ri$m M _ W m $ g H v N cR@3 a # ik COS pp r m BL m.§aB O mq2, ri ri 1H -n a U) Frto ovs8 O a V ui ui N Q mLLoW a mm ag n1O ® (.D' N Z D�.j 9 z F L c- (L' ¢MO G i W �MO m in LLJ�0505�'yGy �_ ar Q k �u 8L3 (j F8 W e y W W 12 U ti! C o�Sg O U El❑ O N 1T1 Builder: 1 w NO W M Z NLU 4 oIRW 2 IIL � Q Q Q -i My o M c c Job Information: COMFORT CONTROL OF SLC. INC, Revisions: RM Model Name / Number: 2265 LOT# 30 Sheet: M-1 HVAC PLAN Of: