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Home My WebLink AboutPLANSSTRUCTURAL NOTES: File OP TERMITE SPECIFICATIONS: STRUCTURAL DESIGN CRITERIA El/i WED F INDEX OF DRAWINGS COD R318.1 CAST IN PLACE CONCRETE CODE CRITERIA S " LU I J_ fir,\ TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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" L 11 PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH D ION (2 017 ) EDITION CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 T IS IN ACCORDANCE WITH RULES OF SUBTERRANEAN TERMITES. TREATMENT TREATMENT FOR THE PREVENTION/ 5. WELDED E FABRIC S T ASTM - WIRE ABR HALL CONFORM 0 S M A 1064E A1064M. WWF SHALL BE LAPPED AT LEAST 6" AN CONTAIN AT LEAST ON CROSS WIRE E D E E WITHIN BUILDING DE REQUIREMENTS R T CONCRETE (ACI 1- 4 G CO U S FOR STRUCTURAL CONIC C 3 81 Q ( ) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.- THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE • (ACI 301-10) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 53013) OTES • A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST CONCRETE PADS STEEL WIRE OR PLASTIC SUPPORTS. TOP - NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION 2015 EDITION 1 'LIQUID BORA OR BOR-A-COR" 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTIONQ REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA M USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION WITH THE BUILDING DEPARTMENT LINTEL PLAN PAGE. 7. HIGH STRENGTHS SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION T LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD 2. PRESSURE TREATED FIRST EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. A REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION RE EQ 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT AL WORK SHALL CONFORM TO THE Q L . OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 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 ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING 0 CO G MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH OF 1900 PSI (fm = 1500 PSI) ' 2. "S", PROVISIONS OF THIS CODE. MORTAR SHALL BE TYPE CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM G476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: EXPANDED METAL OR 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS, WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG, 1-1GAGENAILS HAVING A 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, ROOF RAFTERS LL/180 TL/12O WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 7/16" HEAD- OR 7/8" LONG. 16 GAGE STAPLES. SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 AND HORIZONTALLY (REF. 2017 FRC R703.7.1). 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 40FT SPAN R703.7.2 PLASTER. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 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. GENERAL ROOF LOADING R703.7.3WATER-RESISTIVE BARRIERS. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER FABLE BARRIER. THE INDIVIDUAL SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE RM ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) LAYERSWOOD-BASED LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 0 0 SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD L 10 10 10 10 TOTAL (PSF) 37 37 45 55 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. R703.4 FLASHING. 4, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) IN MANNER T PREVENT HIN H E PP ESHINGLE-FASHIONA A 0 APPROVED FLAS G S ALL B A U D VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SSX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 • EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVQ BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN, APPROVAL FROM FOR OR INDICATED ON PLAN CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: GENERAL FLOOR LOADING AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. 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. EXTERIOR CEILING LATH ATTACHMENT WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL PER THE ASTM C 1063 NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) 1 COVER SHEET 2 FLOOR PLAN z g n� z W 3 FOUNDATION PLAN z 4 ELECTRICAL PLAN a 5 ELEVATIONS - 6 TRUSS LAYOUT �•/ J z g Ln - S-1 LINTEL PLAN vth S-2 DETAILS S-3 DETAILS U - A DETAILS € ♦♦ ,,0 Ln �UU 1 i o S PRODUCT INFO SHEET Y� mog WP WATERPROOFING DETAILSyY M-1 HVACpop.i m C °n<F v 8 Q a $ o Affiliations: A: H 3 BDI' E V Consultants: a to T C W T 3 IMF-F $orp # # # 8E g y ¢ prt�Vrnz fJi fi e m .65@u i�m*�� u.i m a rl .Ira Rm�,zF a w, zgw4a -Z � N m s + Ms� � J CI• l'Y (e $' Sim ,1?:��•w«:��' � a o Uy ;: � � Jib ,,.�9"r;a ❑ <I'r, E w iF''•... r•1 '0 m A 7.10.2.2 DIAMOND -MESH EXPANDED METAL LATH T-RIB EXPANDED METAL LATH, AND WIRE LATH SHALL BE $ ATTACHED TO HORIZONTAL WOOD FRAMING S WITH 11/r N. (38.1-MM) ROOFING NAILS DRIVEN FLUSH WITH PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES THE PLASTER BASE AND ATTACHED TO L WOOD FRAMING MEMBERS WITH 6D COMMON NAILS, OR 1-IN. BOTTOM CHORD DL 5 (PSF) (25-MM) R G NAILS DRIVEN TO A RATION OF NOT LESS THAN 3/4 IN. (19.1 MM), OR 1-IN. (25-MM) WIRE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STAPLES DRI SH WITH THE TER BASE. STAPLES SHALL HAVE CROWNS NOT LESS THAN 3A IN. (19.05 MM) STRUCTURAL PLAN SPECIAL FLOOR LOADING AND SHALL ENGAG LESS THREE STRANDS OF LATH AND PENETRATE THE WOOD FRAMING MEMBERS NOT 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS LESS THAN $14 IN. (19.0 EN METAL LATH IS APPLIED OVER SHEATHING, USE FASTENERS THAT WILL -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. ,L PENETRATE THE STRUCTU BERS NOT LESS THAN 3k IN. (19 MM). 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (pSF) COMMMENTS: c WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF)' 7.10.2.3 EXPANDED IN. (9.5 MM TH SHALL BE ATTACHED TO HORIZONTAL AND VERTICAL WOOD FRAMING 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) MEMBERS WITH OR STAPLES TO P NOT LESS THAN 1314-IN. (44.5-MM) PENETRATION INTO HORIZONTAL 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) a % WOOD FRAMING BERS, AND 314-IN. (19.1- NETRATION INTO VERTICAL WOOD FRAMING MEMBERS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) y 7.10.2.4. C MON NAILS SHALL BE BENT OVER TO EN Of LESS THAN THREE STRANDS OF LATH OR BE BENT 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 160 (PSF) `2 Builder: OVER A RI HEN RIB LATH IS INSTALLED. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, z AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 200 (PSF) N NOT LES 7.10.2.5 SCREWS USED TO ATTACH METAL PLASTER BASE TO HORI AL AND VERTICAL WOOD FRAMING MEMBERS AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) SHALL ETRATE NOT LESS THAN 5B IN. (15.9 MM) INTO THE MEMBER -EN THE LATH IS INSTALLED AND SHALL S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) v! BUT N NOT LESS THAN DEFORM, THE RIB. THREE STRANDS OF LATH, WHEN INSTALLING RIB -ATH, THE SCREW SHALL PASS THROUGH, SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 430 (PSF)0 (PSF) $ to M UPLIFT CONNECTORS FOOTNOTES _ {� 3 M W_ 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG O Q U THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD � ' f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A m Z a J NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR w MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. 14 ►A Z W E J W FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: g w j a g mW o 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the tltleblock of these LL W Cef�7 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed g z J W p 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 ", ¢ m z Q THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to = G ^ INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not m 0 = LL DUIOR TO RING BONDLBING EAMTPOUR EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations = M t7 C 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer / Engineer prior to construction. All construction MUST TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE in accordance to the N information found in these documents. Any questions regarding the c 4, MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/ "x 2s/," TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCH(-DULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these lens should b d' 2 V Job Information: RESPONSIBLE FOR THE INDOOR AIR p e directed to our Quality MASONRY AND (7}lOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 880 LBS (USE (2) MTSM18 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE > MISSED CONTRACTOR TO INSTALL 2 SIMPSON HGAM10 W 4 1 4" x 11/2" SDS SCREWS AND 5 1 4" x 2 1 4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance ide Manager f r reimbursement immediately. eDeteiy. r/ ngIneebackcarges „ () / () / () / / will be considered for reimbursement by the Designer/Engineer m O PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER � C CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the O 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 without Designadvanced r.n Payments will be made In accordance to the a. N MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement.' `} y o / N 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) e 3 16d x 24/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT v � N FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. O = d MASTER REVISIONS g Z L 0 DATE DESCRIPTION a =� J IM ® > ��M�n0 DAMS HOMES = m z ~JwZ)T EA w - �mcncn�L� Of Northwest Floridan E 0 Revisions: °1y 1 YV 2 0 ®®® V�UUL�RE11 O PA�I(V1V�AY GUL��E�E9®��DA 325�3 m Model Name Number. w 1820 Plan Issue Date: ( Monday, May 20, 2019 m KA PROJECT NUMBER: MODEL 1820 S^ 19-2903 NSheet: � Of: s COVER SHEET 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 OE FlCIENT - 0.1 + / 8 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:5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 50 (+) 24. (+) a O a 27.1 31.1 ( 31. Q 05 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS SOFFIT 9'0" x 7'•0" 16,-0" x 7-0" (-) 51.3 (+) 24.3 (+) 23.3 O 27.5 U 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2 "a" = END ZONE IS ONLY W/IN W-O" 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 WHERETHE ULTIMATE WIND SPEED IS 40 1 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 +27.6 / 370 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(pN) TOP BOTTOM NO BWl 16" 2 led TOENAILS () (2)16d TOENAILS SPF UPUfT EIW2 SP2 W/ (6)-10d SPI W/ (6)-10d 18„ STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 402 BW3 16„ (2) SP2 W/ (6) 10tl (2) SPI W/ (8) IOd SPF 803 STUD 6 160 PLATE STUD, 4 SOd PLATE NO BW4 18" (2) led TOENAILS (2) led TOENAILS SYP UP BWS SP2 W/ (6}10tl SPI W/ (%10d Is, STUD, 6 10d PLATE STUD 4 lad PLATE SYP 439 (2) SP2 W/ (6)10d SPI W/ (%lOd BW6 16. STUD 6 10d PLATE STUD 4 10d PLATE SYP 878 NO BW7 12' (2) led TOENAILS (2) led TOENAILS SPF uauFr BW8 W/ (6)-0d SPl *10d10d W/ 12" STUD.SP2 (811PLATE STUD, (4) lad PLATE SPF 535 BW9 (2) SP2 W/ (6) laid SPI W/ (6}10d 12 STUD, (6) 10d PLATE STUD, (4)1Dd PLATE SPF 1070 BW10 12" (2) led TOENAILS (2) lad TOENAILS SYP 0 BW11 SP2 W/ (6)-10d SPI W/ (6)-lod 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SPI W/ (6}10d 12' STUD, (6)100 PLATE STUD, (4)lad PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL, SEE PLAN � MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IFHEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S.1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID SPAN BLOCKING CONNECTORS W/ (2) 124 TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8%0" SCHEDULEASOVE F.F. SEE FOUNDATION - - --. '-- - - PLAN FOR MORE 2x P.T. W/ l/2" A.B @ 32 O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T R. W/ SIMPSON SET W/ SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD (@ 32" O.C. 7/16" OSB PLYW'D BNOTE#8 EDMENT SEE ENERA BRG. WALL DETAIL ILDALND EDGE, GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPI. AND SP2 INDICATED IN SCHEDULE ABOVE 5. Ir "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFOB/53.10R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATEDTHE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16- OSB PLYWOOD W/ Sd NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BWl, BW4. BAY. OW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2r PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPI/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3' LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) Cl (3) 2 x 4 #2 SPF (4)- led TOENAILS 0 c (3) 2 x 4 #2 SPF QTT2Z W/ 1/2" WEDGE ANCHOR' & (8) 1/4" X 1 1/2" 2146 BOB SCREWS C3 (3) 2 x 4 SYP #1 CR- l4) -16tl TOENAILS O Ca (4) 2 x 4 SPF 02 DTT2Z W/ 1/V' WEDGE ANCHOR* & (8)1/4" X 1 1/2" 2145 SD5 SCREWS HE x 4 P.T.#2 POST SYP P ASU44 W/ 5/8" ATR"* 12 -1 NAIL & ad S 06 G = 6606 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR*+ G -12000 CB SYP POST & 112) -16d NAILS U - 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) - led NAILS U = 2920 C8 3.5 x 3.5 P.L. 1.8E Fb4400 PSI HDUS-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXr.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDUS-SDS2.5 W/ (14)1/4" x C9 1.SE Fb=2400 PSI WOLMANIZED IF EXT. 21/2" SDS WS & 5/8" EXOPY ANCHOR, OR ATR"* 5645 C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU8-SOS2.5 W/ (20)1/4" x 2 1/2" SOS WS & 7/8- EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR'"• C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI (WOLMANIZED IF EXT.) HOUB-SDSZ5 W/ (20)1/4' z 2 1/2" SDS WS & 7/8' EPDXY ANCHOR, OR ATR-*'* 7870 7 x 7 RL HDU8S052.5 W/ (20) 1/4" x 1.8E Fb-2400 PSI 2 1/T SOS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT. ANCHOR OR ATR•** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" AIR 8" EMBEDMENT FOR 7/8" AIR 5. IF (C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS 11.8E) MAY BE SUBS71TUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL CIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL MA. -LENGTH NAIL SPACING ad 0131' X 2'A' 0.131' X 2'h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS lad OR 12d 0,148" X 3' 0.131" X 3' SEE PLAN BLOCKING & TOE 0.148' X 3 3P 0. 131" X 3 2' NAILS & TOP PLATE 12d 0.148' X 3'A" 0.131" X 3'/V B' O.C(COMMON) STUD WALL 6' O.C. GUN NAIL CORNERS lad OA48' X 3" 0.131" X 3" 8- OA.(COMMON) SrUD PACK 6' O,C. GUN NAIL COLUMNS (2)16D(COMMON) SEE PLAN (3) 18D ( GUN NAILS) HEADER SCHEDULE MARK HEADERSIZE REMARKS H1 (2)-2X6#2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 SYP % SEEGENERAL RAL HEADER NOTE #5 1 2X FL PLATE THIS SHEET 8 (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 W/ 1W FLITCH PLATE THIS SHEET H5 (2)-13/4"X11 1/4 ATTACH TOGETHER W/(2) ROWS 1/4" X 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16•' O.C. TYP. EACH SIDE N6 (2) - 1 3/4" X 7 1/4 ATTACH TOGETHER W/ (3) ROWS 1W X 3 VZ LVL 2.0E Fb=2600 PSI BOB WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2z8 WALL JACKS KINGS JACKS KINGS SIZE EA, END EA. END EA. END EA. END 1'-0" - 3'41" (1) (2) (1) (2) q•-p"-9'-0" (2) (3) (2) (2) 10'-0" - 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROM DE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS@ 1.2' OR (2) SIMPSON HETAIB 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 0� BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 32' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2).2 z 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 DEB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETAIB TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4" x 111/4' LVL CONNECTIONS PROVIDE (2) 20E F7>=2800 M. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS W000 OR (2) SIMPSON H ErA16 TO CMU SCREWS 0 i6" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2)-1 3/4' x 117/8' 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' SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16, O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - J. 3/4' x 16' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) B (y16 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' 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" SEARING 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. SCALE: L4" =1%0" q LO a N iQn e4 HOSE, BIBB N N ED 39'-B" 13%0" 25 SH 13'-10" 25 SH --- _ EGRESS - _PR- ---6_--8'_ _ EGRESS 12'-10" 13'-On W p ei O W O BEDROOM #2 W J LALIL 'S VAULTED CEILING 3 Y 3 VAULT CEILING w ¢ ILING' VAULTED C a 0 C2 0 �. 0 � - --- G.T.- - - - - - --- - JIF ��---- --- T-2" 2'-0"' 3'$' -- - ------- - 7'4" ----------- ----- 4'-10" 0' - - --- 1'-6" -�--*� ' 12'-4" H2 DBL 25 SH H1 2668 ' -=-s 2668 -.- 2868 8' CLG. N W 1R/isH to 0 BW1 O ' W/ BASE PLATE Liu -Z! ATTACHMENTS BATH 2 i m OET BRG. WALL �(cc W w W a VAULTED CLG Iz I DETAIL 0 m N I 16" WIDE ¢ g I PLANT LEDGE Lo .ai i ❑ ¢ I I @ 8'-4„ A.F.F. 3,-61, g'-Bx , ,° FAMILY 4G ROOM 246s 2668 M.C. ° P.8'$" II 10' CEILING 7'-0" W.I.C" 10' CLG. v 2668 2x6 WALL VTR 00 16" WIDE , r+ PLANT LEDGE @ 8'-4" A.F.F. __________________ _ _______ ______ _ _______ \' do q BEDROOM #3 0 VAULTED CEILING 13'4" m 4'-0" 2'-8" 3'4„ 3'-8" a OWNER 0p ° 3_5° BATH N Z "� '++ g'_4" 3-4 VAUFTED CLG. J to 5068 ,.. �,. s. -" -J 36" FLAT BAR ,1 N 8'CLG . ; co , r - TOP ON 34JA" .�-- -- ---* ----- WALL I-- N - ' D/W RANGE I HOOD 16" WIDE PROVIDE PLATFORM ' SINK PLANT LEDGE FOR 14VAC UNIT ip i ; . ' N @ 8'-4" A.F.F. VERIFY SIZE WITH N ' O1 MFGR ' Z DINING ROOM KITCHEN = j VAULTED CEILING VAULTED CLG. o i+) a 12'-10., 7.4„ 6,$„ 3.-7„ 9.-511 Y ________ z 2668 : REFRIG. N W x 1� I N 3r III ' NOOK 1 3 J VAULTED CLG. --- J LAIN. I r - - -I,u 3 > . I 16" WIDE . ` • ' PLANT LEDGE 10' CLG. I ) I <0 > I y a N ' -' co c @ W4" A.F.F. 0 to L _ _ _IJ 00 FOYER 10' CEILING - "STEP DN HANSON BOX @ 36'_AFF W.H. DRYER VENT THRU ROOF MAX LOT 35'-0" ' PULL DN. STAIRS 221h' x 54" M------' D- EN / Nl S3 ED NOTE: BUILDER TO PROVIDE APP LANCE PROTECTION IF N BEDROOM #4 A REQ tREDBYMUNICIPALITY. SEE HEET 4 FOR DETAILS VAULTED CEILING I 12" ADD INVERTED u I /(2) S.L. HIP B ELEV. - Se TRANS. PE 2 CAR GARAGE w/ S03 N I E ION S_1 8' CEILING 4 d W 1 20'-0" EGRESS ENTRY 10' CEIUNG SEE ELEVATION FOR „ VANDOW SIZE &STYLE C 0 BM D S-3-LINE OF GARAGE DOOR - `� ■ ELEV. BM3 & "D" 16" SQUARE --- - --------"--------- G.T. (ELEV "8" ONLY) ' -T-- 9'-4" 2'-8" '4 COLUMN TOP @ 9'-0" CD21 ' CDO4 I I S-2 � I H� , I I 16 x 7 OVERHEAD DOOR 13'4" 6'4" 2'-0" 16'-0" 2'-0" 20'-0" 39'-8" FLOOR PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS WS01 S2 N N Go O m 0 VERIFY LOCATION W/ BUILDER CHOSE BIBB N & m a m © +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 © +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND 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 (table 3 .6) If water based ceiling texture material is used,1tvlde'h" board for 16" O.C. Framing, or 5/8" u for 24" o.C. Framing. Nate ixz" sag -rest sum board may be used I.LO. Of 5/8" gy 8" "X" gypsum board must be instal arage mling1beneath habitable TOori R302.5.2 Duct Pe stion. Ducts I arage and ducts penetrating th Its sseparating the dwelling from the ga. be constructed of a min- Imum No. 26 8 ) sheet steel, 1 Inch mlr imum ngi etallic cis or classl duct board, or o roved material a shall have no p openings Int a garage. 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. ay shall All doors windows providing diTect acc from the home to the shall be equipp exit alarm complying with 017t minimum Sound pressure rating of at 10 feet. The exit alarm shall produce a con Ible warning when the door or window z etl. Unl a safety barrier complying Witt R4501. .1.1 through R4 1.17.1.15 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 roams 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 -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the opening of an operable window Is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 Inches (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. . Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram Falling schedule V in M . EC: R402.2.4 Access doors from conditioned spaces to unconditioned Spaces (e.g., attics and crawl spaces) shall be Weetherstripped 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 . Porch Ceilin (See plan fort ng options) Option 1. Gyps exterior t board sh gy a I be attached to all framing me h 2x blocking provided at perimeter. The gy oar hall be attached w/ Type "W" VA' d crews at O.C. In filed and edges. 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/ Sd 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 1820 S.F. TOTAL UVING (AC) 1820 S.F. GARAGE 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. Z w U ° N 0 w a o t7i C a 0 E U m,� N IL fLJ G N ® U Do� Q P 6 ♦ Affiliations: B D,i ♦ Consultants: 9�sW� s gg S a;a pJ 5 s$ ♦ I Builder: 1 Q N LI""I �a U Z ao J W W NO LJ - W L WL ' N o m W O U6 LU Z r LLI � J LL O O LL z O 0 ^ G I♦ II Job Information: a) C O i .� li 0 N TO 0 Z U � D rl LO D) W DAD M d Lo m c TO d) 2 z m m _ p_jw:3 --(C: .JCO00 LMn Li ♦ 11 Revisions: 1 YV 2 I♦ II Model Name / Number: 1 I♦ II Plan Issue Date: Monday, May 20, 2019 V1 KA PROJECT NUMBER: 19-2903 Sheet: Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF. SEE PLAN 00 * 4 � � I iv .1 I 16" 1- (2)#5 FM01 I SINGLE STORY FTG REINF. SEE PLAN_ #5 REBAR NT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION S. OPTIONAL CURB FOR F F_ VARIES MASONRY® ELEV. 0'-0" ' — W/ (1) - #5 BAR CONT. , REINF. I 2 STORY: 20" X 20" W/ 3 - #5 COIN SEE PLAN GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND STALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD RBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FIR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC DOWELS 17" EMBEDMENT W/ 25" EXT, ABOVE SLAB. 16" (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1/2" = 1'-0" FM02 SECTION @GARAGE 1/2" = 1'-0^ 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE IF GREATER THAN 24" CONTACT FOR OR SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR REFERE E FMASW FOR STEM WALL OPTION IN EXTERIOR CONDITIONS), CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1 4 OF THE TH / ICKNESS OF THE SLAB. REIN . SEE PL 7 NO WOOD STAKES PERMITTED IN FOUNDATION. F.F. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. go 1 9 ALL FOOTING SHALL BE MIN 12" BELOW GRAVE - ♦ �,.� - � , SO MASON COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB FM03 I THICKENED EDGE 11/2"=1'-0"I FM08I2-STORYFTG. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH, IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL 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. LG FIN. FLIT. ALIGN DRIVE W/ BOTTOM OFRECESS & PITCH it DPI1 2" EXP a ` ° 16' 2 STORY: 20" X 20" O 4" CONIC. / / W/ 3) - #5 CO N DINTS 10D.C.OT. 2 STORY: 20" X 20" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2"=1'-0" FM10 INTERIOR BRG WALL 2x BRG. WALL 2 STORY: 20" X 20- (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) (3) REBAR 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 1/2" = 1'-0" 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. _ FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING ORA Llb IN CAP. TY ci F1.0 1'-0" X CONT. 1'-0" 2 #5 E.W. SOT. 2000 -(2) #5 REBAR F2.0 2'-0' X2'-0" 11A" 345 E.W. BOT. 7200 F2.5 7.6" X 2'$" 1'-0. 3 95 E.W. SOT. 11000 F3.0 3'0" X 3'-0" r.0" 4 #5 E.W. BOT. 15600 1/2" - 1 -0" F3,5 3''6" X 3'$" 1,.0- 4 #5 E.W. BOT. 21500 F4.0 4' 0" X 4' 0" 1' 0° 5 #5 EW. BOT. 28000 F4.5 4'6" X 4'$" 1'4" 5 45 E.W. BOT. 34500 F50 5'.0" X 5'-0" V-4° 6 #5 E.W. SOT. 42500 SEE PLAN rs.G 6'-0" XB'-0° 1'-4" 7 #5 E.W. OCT. 61500 EE P AN N 4" 16" 4" 2-#5 REBAR 8" 4" FM11 STEP DOWN BRG. 1/2" 1--0' FM12 STEP DOWN NON BRG. SEE PLAN OPTIONAL CURB SLOPED GROUT /117 OR MASONRY AT TO DRAIN 4"x 4"x 16" cc F ELEV. WITH CURB BAR o� (1) #5 BAR CONT. (G.C. VERIFY) �'y5 F.F. REINF. f iD 1/2" = 1'-0' SEE PLAN TYP. SEC. • _ _ _ (SEE PLAN) 2 #5 CONT. • INSTALL LINING .x x w ci 2 #5 BENT BARS W/ MATERIALS PER - m o MIN. 25" LAP SPLICE • • ' Tr MUDDED FLR. I '' SLOPED TO DRAIN 16" #5 CONT. MIN. FM14 SECTION @ RECESS SHOWER 1/2"=1'-0" FM18 TYP, STEP FTG. DETAIL 1/2"=1'-Q" ALTERNATE: THE REINF. BARS SHALL BE — CONT REINF. REINF. GRADE GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FIND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" 00 `i#5 X 25" X 25" - - CORNER BAR ONE E FOR EA. HORIZ. N REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10' THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 I TYP. FND PENETRATION 1/2"=1"-0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (O.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) NUMBER/SIZE OF BARS T. IN STEM WALL 0'-0"-2'-0" 8" 101, 161, 20" W/ (2) #5 BARS <674# 61-8" >2'-0"-3'4" 30" 10" 20" 4" W/ (3) #5 BARS 674# 5'-4" >3'A" - 4'-0" 12" 12" 32" 3 W/ (4) #5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 16" 48" '�" ) #5 B CONT. (5 1162# 2'-8" @ 18' . TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE )(Nk SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W. M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT, TIED' EA. VERTICAL REINF. BAR- #4 TURN BAR • STEM WALLS GREATER THAN 4'A" (1) #5 HORIZ CONT TIED I EA. VERTICAL REINF FIN GRADE.8 MIN TO TOP OF `.I I STRIP Fro. COMPACTED CLEAN flLL IN MAX 12" UFI` STRIP FFG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) d FMASW I STEM WALL SCHEDULE 1. VERTI EINIF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM INTERSE S\ARQUIRED SPACINGS IN SCHEDULE 2. W.W.M. IS REED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND F.C. Aev. TON. WALL WHEALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND R PLAN SPACING #4 TURN BR QUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EE NOTE TIE INTO VL B AND EXTEND OUT AMIN. 4'-0" INTO SLAB/ STEM #9 3.IF STEM IS TO IGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCOR M INFORMATION 4.G.C. TO PRADEQUA BRACING OF STEM WALL WHEN UNEVEN BACK FILLING S PLACE„5.#5 HORIZOORNER B ITH 4'-0" LEGS IN KNOCKOUT BLOCK 9 16" h * O.C. VERTIROUTED SOL EN STEM WALL IS GREATER THAN 4'-0' .C. TALL (TYPICL CORNERS) 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. *SEE NOTE 5 h 8. R.403.1.4 MIN IMUN 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 LEGEND - INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING 39' 8" 12' 10" _ 13' 0" 13' 10" FM19 3 3' 8" TYP. a n CORNERS �J IN 4' 8" 4' 0" ■ ■ ■ ■ ------ --- ■ ■ HOSEI ---------------------------------i ( BIBB ; FMOS ; FM03 r 0 1 3 ' 3 FM11 i. ; FM11 ; I r 3 , 3 ' I , ; r 1 w Ur U - p ci r 1 ¢ I i ' F2.5 I F2.S , = p r U 0 , r p a0 ST ON. 4" � I I ' ' I r r r 1 I N I J-1 FM11 ; �� 1 3 1 'I I 1 ' ;TUB ; I i UNIT , W.C. - , /' I, LAV.LAV Q a �n 3. 1" 2, S„ -flj c N LAW I I O /A � u I --. r I /'� - ■ W.C. ' Q, I ii 'J I'RUB STYLES',11ARIE3 ' 1;;VERIFY DRAIM a ; I','X.00ATION ;1 ; I r 24'8" 15 0 LL� q,' -- � � I r D/W I )"SINK ; I ' I ' r I 000 I N 12' 11" PROVIDE CHASE r ' FOR HVAC UNIT ; VERIFY LOCATION ' o I ' r ; , i I I I FM01 ----,In '00 xiy WASH ' FM01 �� r r 3 1 l i(xD: m 1 Q I _ STEP ON. 4" ---' FM11 ' FN312 I` W.H." r Q' r , I c-I , 1 I ('I m ¢ , •--------------------' -r a FMO2 i ' ' r , I N r ; STEP ON. Si{z" Or ' � r 6, 4„ r 20' 0" `-------------------------------' 00 w V Q i ' U Q , I p 2, 8„ 7-0" 3, 8" 1 - ro F2.5 ---------------- 1 ■ o ■ ' ' ' ' ' r I I ' 0 1 FMO9 r I 3 `-- ------------------ ------------------------ _ 13' 4" 19.8.. �(2) #5 BARS W/IN EACH F.C. TYP. ® EA. 6' 4" - 2' 0" . SIDE OF OPENING 20' 0" FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS COMP. UNIT +HOSE BIBB 0 0 a O r 0 -v a0 a 0 r W UI Z � Z �J1 g I `sr z x — � g Z (� Q O o Y Q w 0 U — M O C OPw E \J ? 0 0_8 CD „_ W w ~ � m yN O 2 �¢o C ¢ P P d Affiliations: B D, c c E ♦ Consultants: T O Y yg�i a I�N�Z LL LL LL NagEm C sc <<MR ui n p�ZaR�a6 ¢ C z g n LLU,I NQ,�E�"°. g p6w C 4 ' � �� a��'�CJ� � ❑C I� E C,) 1-u a # a too c v s ` n 0 n r m Builder MIX w a Q = �U Z CL c lz J v w N O q 111/��JII Z JJ IG W LL Q o LLJ o cn U LL N LLI b ® U I C T � .3 O 5 V1 Job Information: d 'li vi G n N v O = 6 (D Z cH M y L(D m V w _J m m a) z F L) M O J LU Z i 4 J m (n (n UI LOL E V Revisions: ° 1 YV '* 2 0 ri 3 vi Model Name / Number. 1820 8 V11 Plan Issue Date: Monday, May 20, 2019 VI KA PROJECT NUMBER: 19-2903 a o Sheet: I'� Of; 0 3 N FOUNDATION PLAN U n 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 = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHTG & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,010 FIVAC CIRCUITS 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 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 LO TION OF BARRIER TO BE TW' IN FRONTOFMECH.ORAPP.WHENREOUBN VIN.bI2 OIA SCHJOBTER PIPE GALVANIZED. WATER HEATER PROTECTON MIN. V DIA 301.41 STEEL PIPE 'WEDGE $ F6 O N1 CONCRETE FOR OAS l41 A A HO Wi WATER HEATER PROTECTION MN.. MAX. S EMBEDMENT mp Of BLAB • •%' 6116 x •` tT— 9'EE E PLA ICI 6 E 1 � 14•MIN DIAWTER i•_'_r�Ci CONCRETE g—R FOOTING FM24 PROTECTION BARRIER N.T.S. ASSUMED EDGE OF WALL 4 R� 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. I PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR TO SANITARY SEWER 1 1/2" VTR HOSE BIBB n 1 1 H, FAN " T`I PREWIRE\ Y , 1 I, 'I I C tB FAN V PREWIRE OPT. I I I 1 , " I I x I I I I o CEN.IOF WALL z 3 I 3 y W I \ U ' I I , I � I I I I I H I / VP I r I G I I I P I r I I P I x C I FAN I I PREWIRE I I � I � I NOTE: KEEP COACH UTES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. LIGHT STANDARD OPT. LOCATE FAN @ LIGHT LOCATION n x WHEN OPT, IS PICKED IMP C=x'�"=�'� ; GFl U PREWIRE \ \ ---------------- / / FAN W/ LIGHT / . I ' x I I I I I I A I (p I N I I I LOCATE CHIME ON ' PLANT SHELF WHEN / POSSIBLE. OTHERWISE VERIFY LOCATION IN FIELD ------- ------ C`HAN Y /W/ LIGHT Y OPT. .�i DOOR X \ BELL ' WP I GFI I u R II II n , I ■ -------------- COACH '\ LIGHT COACH LIGHT n ,1 221 ,',' GFI OH GFI 'GII GFI GFI ISP - - ' I I O FOR 97" MICRO/ ( ,I HOOD GFI R — 1 n r , a l \ VERIFY LOCATION �� GFI " ;. ` IN FIELD j IL_jJI _( L = _IJ 220) i I ' J dt IN ELECTRICAL GFI @ PANEL 42" AFF qp 220 WH• \ \ ATTIC ELECTRIC EQ' IF REV BY Uq CODE 8_ qi \\ oIn m w U J V W w<z0 J Q �\ OF Lu z°Z��' c~ia ¢� Luo_ w GFI@ �q>� 42" AFF GFI c x FOR GARAGE Q � y w DOOR OPENER 63 r � sO o JJ Op Z J OhU00 Wm------------------------------------------- i I I I I 1 1 , i i i -------------------- COACH LIGHT _ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS DIII�SICO^NNIET Wp GFI I� 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 CHAFFER 34 THRU 43. AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 5th EDITION FBCR E3902.15 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 PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IFTHE 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). 15. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING (� CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET G CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET J,L W GROUND FAULT INTERRUPT 2 Im DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET @— DOOR BELL SPECIAL SERVICES OUTLET D0 P DISPOSAL TV T.V. CABLE OUTLET LO DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® L.E,D. DISC LIGHT J ❑ JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT ® 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 �00 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMN. 200 = 2O COPPER OR MO ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 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 # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. ST. Z m z Z S W ■ /ice W Y/i ('6 Q 2v 0 W O F: E Ti3 U N p a mom m v �. ODMY 2 C adorn am m •< Q h � ate. d ♦ Affiliations: A� X' /T ♦ Consultants: n cc m V to LU pN] a iF. (D 88m Paz c gog ;'yg ®0a m 5 O=cp?F tL >mE U) - 6a6mgag�O .�H S a a Oj � N a rd,4 <;; 2 2 ON "' w LLZ F, 0 svn W�o°o O C 3 m° S T �O-S .+ F t�N6mr LU U O o g J - se ❑❑ ❑ i ♦ I Builder: 1 o Q cMo � � Y N W �a U z CL W N O J y W re o yj N O F Lu W O �Ny L.L o Z O O 1♦ 1 Job Information: 1 C O O U (0 C U a zLO LO LV > 't LO cM ED 1 _I W (f) V J LO LOL Risions: r♦ev 1 YV 2 ♦ I Model Name / Number. 1820 ♦ 11 Plan Issue Date: Monday, May 20, 2019 VI KA PROJECT NUMBER: 19-2903 Sheet: /■ Of., - ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust COMPL TOP OF BLOCK 0 ca FIN. FLR_ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT W-C OW HEAD HGT 20 DBL 25 SH OF BLOCK FIN. FLR. SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE TOP OF ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH W'DOW HEAD HGT °0 io 25 SH FIN. F DBL 25 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" 12 1.9 SMOOTH DECORATIVE — BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE ofw A.� BEARING @ ENTRY _TOP OF BLOCK �- LEFT ELEVATION "B" SCALE: 1/4" = 1'-0" 48' OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 0 0 0 �0 FIN. FLR_ 48' OFF RIDGE VENT 48" OFF RIDGE VENT W'DOW HEAD HGT 0 00 io 33/2 SH DBL 25 SH DOOR STYLE MAY VARY REFER TO SPECIFICATIONS Soffit product provides 4.12 net sq in / sf Ridge vent provides - 18.00 net sq in/If Off ridge vent provides'. 138.00 net sq in / sf Overhang distance 1.33ft S.F. of Area to be vented (SF) ',.',2409 s.f. Total needed for exhaust for upper 1/3 578 net sq inches Total needed for intake (soffit area, lower) 578 netsq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan 20g RIGHT ELEVATION SCALE: 1/4' =1'-0" FRONT ELEVATION "B" SCALE: 1/4" =1'-O" TOP OF FIN. FLR. 0 ro ST. N � Affiliatio 3 An BD E COnsUlt E m VI Builder v N r W W 0 �► O 8 T �zr N W m m 0 � i s�z L— m g Revisions: m 1 YV m 0 2 ri 3 •r SI m S 0 a Mon c � V KA PROJ Y a o Sheet: 0 N Y U E Mond W U CD z � Z 10 ants: Z Q a �1v y 4 w W O _ Q w N E� Lo c Q n V M F E M tQ m o� ou 0 U �a ' — ~ o y 5N� Y 0? U a Q P O ns: to N 0) uj ```nlll F Qg N 000 00 �W 3tik o O Q t3 r � z �y t✓i �NN �d a. W R Q j� NQ Q �C U •f.. frpq p ; g55' 3L0 ti Y C4 Z ao w rz NO U W ILL m N U. a z W c Z 8 cc J O 0 � O NNJ M c mation: W 0 0 0 y� to 0 a LO o C Cj' J N m f+D I to fn . . - 0) �—jUgym J m (!) (n to t° Model Name / Number. 1820 Plan Issue Date: May 20, 2019 ECT NUMBER: 19-2903 5 Of: LEVATIONS SEE DET. TBO3 G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F 7/16" OSB, SEE DETAIL 0 w 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 16/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS EQ. W 4 E"X" CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TB04— BRACE SEE 4 )VIDE DETAIL TBO1 -0 COMPLY X)MENDATIONS— :ATING OF - 4 TB03/S-4 v c0 _ _ _ z Do CT Do v ^ 4 a X 0 V w EQ� TOP & BOTTOM CHORD GABLE END BRACING @ —' 4'-0" O.C. MAX. FOR FIRST 4 ROWS OFTRUSSES O 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 4 - - - 0------------------------------- -- 1 4 FT I � 1 � OI G O 1 I I Oi ''' I I � I I � -------- 5 FT. 4 FT. 0 ,� I 5 FI,. 4 FT. O2 ---------- I I 2 2 I .I 4 FT. 4 FT. O --- O 4 FT. 0 ROOF NAILING ZONE DIAGRAM AO NAIL AT BASE 2ROWS @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON 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 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8' PLYWOOD IS USED, CONTRACTOR MUST USE 1 Od RING O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER NAILS 4" S�H�A(N�K INAAILS) NOTE W/ 8d COMMON @ O.C. • O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (ARA RATED EXPOSURE 1) 1/2" PLYWOOD MEMBER IF GABLE END (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 NOTE: 8d 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 NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATFACHED TO MORE THAN 1/8", STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 1,3/4" STAPLES & 2" O.C. ON EDGE & 4" D.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/B" 15132" OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSUREI EXPOSURE BEYOND SHEATHING SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET O SHEATHING 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR II I II II II II II II I SOLID 2x BLOCKING @ ALL III III II II II 1 SHEATHING Nn III III C III II II II 1 III II C II I I EDGES (SEE SECTION X-X) Ow III IIF III OPENING III II I I III jr I II II III U III III Jll — III II II III II I II II II III II II II I III II II II I 2x STUDS Ud o BEYOND. _ m SEE PLAN o U) ?I T _ _1r ( 1 II I I[ II I I I II I IL 11 _I I_JI--IL_—Jl _I HORIZONTAL WAL L ELEVATION DIAGRAM RS" = NAIL SPACING W 0 U Z J W n L_ OOv) uo If � n f~n L-01 0 LLyNUU� 2x4 P.T. BASE PLATE BEYOND SEE PLAN SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF /8" TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL /4" S /2" WI (4) 8d NAILS I S 1/2" I S /2" ALTERNATING STAGGERED 3"O.C. SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE..SPAQM 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. C CONNECTOR SCHEDULE FOR: ADAMS HOMES- 1820 ELEV 0 TRUSS ID BEARING TRUSS ACTUAL CONNECTORID CON INJECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING C1-CS, CIV-05V, F7, E7V, L/R -307#or less HETA36/PER TRUSS MFG. 1810# (9) SOd x 1-1/2" E7VP, H7, H7V C1P, E3, H3 L/ R -246 #or less H10A/ PER TRUSS MFG 1340# (18) 10d x 1-112" A01- ADS, A09, AIO, D02 L/R -804#or less HETA16./HETA16 1810#/1810# (9). 10d x 1-1/2" (9) 10d x 1-1/2" B02 L/ R + 694 # or less HETA16 / H10A 1810# / 1340# (9) lod x 1-1/2" (18) 10d x 1-1/2" Isle# / 1340# / 9 10d x 1-1 " O / 2 All, Al2 L(M/R -932 #or less HETA16/H10A/HETA16 (18)10dx 1-1/2" 1810# 1810#/1810#/ (9) 10d x11/2' B03-B05 L/MJR -655 #or less HETA16 /HETAl6%H10A (9)Lod x11/2' - 1340# (18) 10d x 1 S/2" (9) 10d x 1-1/2" A07 L/M/M/R -715#or less HETA16/(2)MTS12/(2)MTS32/ 1810#/2000#/ (28)10dx 1-1/2" HETA 16 2000# / 1810# (28) 10d x 1-1/2" (9) 10d x 1-1/2" (10) 10d x 1-1/2" ADS L/M/M/R. -1859#or less (2)HETA16/(2)HTS20/(2)HT520 2035#/2900#/ '(48)30d x 1-1/2" / (2)HETA16 2900#/ 2035# (48110d x 1 1/2" (10) 10d x 1-1/2" TRUSS MANUFACTURER: RROBUILD DATE OF LAYOUT: DATE OF TRUSS CUTSHEETS_ 4/24/2019 L=LEFT, R= RIGHT &M= MI DOLE BEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS R TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 >- M II ti ti ti ti ti ti 5- ti ti ti 1>�' ti ti ti LLO M r>I 1 C3V C5V y�G N m F RAKE FRAME BRIG WALLS TO 10" 0" FOF N m C3V 1J C5V 1V A08 A07 3/12 VLT 1 10'-0" CLG 3/� 12 VLT A06 (2 D T815 p Ba (2) A05 A04 A03 A02 A01 A01 A01 10'-0"' CLG 3/12 VLT AO1 3/12 VLT _ 10' 0" CLG A01 A01 A01 A01 ODD SPACE A02 A03 A04 A09 10'-0" CLG 3/12 VLT A10 3/12 VLT 8'-0" CLG A11 1 1/0 1 CLG C Al2 ^` > \v M > B03 /3>> > >( Uj 10'-0' CLG 1 v w w B04 -I BRIG. 8' 0" AFF g W/ KNEE 1 w w w TO cH B 8-4-0 TYP @ FRAMED HIPCORNERU ODD SPACE 8' 0" CLG D02 XC3 W W W C5 i C3 W U U T SCALE: 1/4" =1'-0 TRUSS T�O. SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS SPF 9YP CONNECTORBFASTENERS SPF WP OFRAMETO IIETA16w/19)15tlx1 VPOR HTA18wl(10p0]x 112' OH MASONRY HETN20wl(9)lw XII2 1]]$ 161E H'A20w/110)10dx11/2" t686 181$ O FRAME TO FRAME H2.SA wl I10)ad NAL9 535 600 RI1AV(10)SYNAILS $85 670 © FRAME TO HIM w/OB)10dx 1 lar 1015 1340 RT16AW(MI0dxl 112- list, 1380 FRAME H10A-2W918)10dx 11/P'AT2PLY TRUb6E6 1070 INS RT16.2w/(16)lWx112"AT2PLYTRUSSE3 975 1160 OFRAMETO MTS12w/(I4"WxIIT(ATEXTERIOR MTWIIwI(14p0dxlIW(ATEMERIOR FRAME LOCATION INCLUDE (3) 12d TOENMLB) 9fi0 iW0 LOCATION INo_UDE(3) 12d TOENNLe) 1006 ties E FRAME TO NOT w/(22)10d NAILS AND SW A.T.R. W 12' W0715 w92al0d NAILS AND MY AT. R. w/ mA90NH0 EMBEDMENT wI 333E 3E65 1 3330 M95 OFRAME 10 HTS20 w/(24)10Ex 11f2'IATEXTERIOR 117(ATTET'ERIOR hTW20DMEMwI31MPSON"SET'EIOXY HTW20 w/(24)10tlx1112'(AT EXTERIOR FRM1f LOCATIONINCLUDE 13113tl TOENAILS 124E 1Asa LOCATION INCLODE 13112tl TCEWJL9 12ss 1s30 FRAME W P HT320 wA48110dx 11Q"(AT ERTEMOR (2)HYA404(4M10dx1 V2'(ATEXTERIOR FRAME IOCAfIONIWLUDE(M12010ENAILS 249E 290E LUCAIIONINCLUUE(6)l2d rOENAIL9(EA) 251E 30fi0 FRAMETO HGT-2w/(I6T0d NAILSAND(2)M8' AT.R. HOGTZw1(18)IDd NA1LSANDi2)W' A.T.R. © MASONRY w/12"EMSEDI"ENTWBWFSON-SET' BRAE 10930 Ill 1Y EMOEIJMENT w/ SIW90N'9ET" ]020 W90 EPDXY(IIGTJ FOR ?PLY) EPDXY(HUGT3 FOR tFPLY) FRAME TO FG7R.1(18) Ili' x W ME MOD SCREWS RFUS w/(12) W53 WOOD SCREWS AND O MASONRY AND 121 trz"x5 IIIMHDA IF0RBOLT9 3800 5000 1 W4"x6"WEDOA60LT 360E 550E Q RUMSY, MASONRY, 12)LGT3M(32)1Ed9N103Tnms) 1na)led1SINKEN 3720-M 4300-M 1W.TWEDGED 31pbM 3100M FRAME 12PLYTRU33) OR 123)1Bd SINKERS FOR FRAME (Eq) 3670F 9100E L ((NKERSB(10) OR SINK RSF(2 FRA,MSIS) OR (3Tj 16E SINKERS FOR FRAMEIEI) 36W-F 4WOF TO (21 LOT3 w112411/0"x 3'SDB BCREW8 4TW-M 95TDM (2)LUGT3wi(24)114"x21/T'W825 5400.M 7U6oM ©FRAME 3 MAbONRVi eRAMe 8I8)18'xS TTFN 12RyTR0.R,I OR 18911F,IV XRFf15 ClXI "veue me, 531D.F 13]OFF SMFW$A(4)3B"xv W9(PPLYTRUSS) n","�,,, ,,,.— tee,,__ 6480-F 7310.F © ZAMBEAM TO 'V/ HN46OPTHUC4684 (6)IOd NAIIfi& (12)114x2 Y4"TITEN(TO MAS) GN540 U#980 W30W W135 HDNG OPT HU46 W/I611W NALS8 (12)114'x 29N"TAPCONS ITO MAS) G#I680 U#H40 0430E U#114i FRAME OR(12)16J8(Salad (FOR FAME) 3YP.F SYP-M ON P2J 1tlJ8(6)1W IFOH FRAME) SVPf SYRs FRAME TO (2) HETA16 OPT (2) HETA20 203E 203E (2) HTA16 OPT (2) HTAN 168E 1615 M MASONRY IPLYWOO)1W x1 IQ OR 250E 250E t8'_Y wl N9)10dx 11f2'OR 311E 323p 24 y0(12)1W 2-PLYw/(121164 HTSM1d VUUl J NAILBANDI4) 1M# 1N" 1010 11 T5 HTWMId wfarl0dN LSANO(4) IMM SIC 1145 1225 TO TAPW148 WEDGE -BOLT OFRAME N MASONRY OR WSM20 ad NAILS AND OR w/(10)1 11114 a 19' TAPOONS 1010 1175 M20.1(10110J NAILS AM (1) 1 N'�I:W" WEDGEBOLT1145 12]B OFRAW To H106 wl 18) Stl xI In' NALS AND (2) M"'M' WOT1 M(8) IN xI 1Q' WL9 AND (2) MASONRY TITAN HD 915 I= 3'8"x4"WEDGE-BOLT 890 1005 DT12Z W(8)1/4'x M-SUS WOOD DTB-TZW/1811/q'x112-WS15 WOOD OFRALIETD MASONRY SGREW9 AND (1) IYZ'9AT.R. EPDXIED"# 1835 2145 SCREWS AND (1) Ill"e AT.R. EPDXIED W - ism SIMPSON"SEF'(See NOTE IN) SIMPSON 'EET'(9EE NOTE IN) FRAWTO )iTT5 w/(26) 16dx21R' NAILSAND(1)5A' B HR45 w/In) 16d 41?'NAILS ANU(1) O MASONRY A.T.R. EPDXIED w/MMPSON"SET' 4375 5090 SIB'$ A.T.R. EPDXIED W SIMPSON "SET' - W05 (SEE NOTE W BELOW) (SEE NOTE #4 BLOW) FRAMEHTT4 V (18) I9d x2I/T NAILSAND (1)SA' 8 I IFPIS w/(18) IM x212' NAILS AND(1) O MASONRY A.T.R. EPDXIED wI SIMPSON"SET" 3640 4255 55"BA.T.R. FPDXIFD wI SIMPSON"SFT" - 4100 (SEE NOTE x4 BELOM (SEE NOTE #4 BELOW) TO FRAME E H10Sw/(24,'lU.l iD?MIL5 870 1010 LUOT1w/(23)edxl la -MULE 805 1065 O FRAMETO HM& .1(4)IN"x1 IQ' SUSWOOD R 116M W(0) 10d x I lQr NAILSB MASONRY SCREWS8(5)1/4W114 TALONS BOB 806 (4)1/4'a 13W TAPMNS 139E 1395 TO VGT w/116)IN'M3" SDS WOO� BCREW38 OFRAME MASONRY (I)6A'BA.THSPDXIEDw/S(MPSM'SET 365E 4940 w/l2' MN. EMBEDMENT (2)VGTw1Gaa W"re"9DBWOCOSCREwa WOFRAMETO MASONRY 8(2)5/S'BATR.EPDXIMWeNPSON 51i5 1185 "SET"W IY MIN. FMRFGMFNT V01 W OS) IN"x3' 9D9 WOOD SCREWS 8 FMMETO MUGT 0 OX HDU45 SMEW(IA 1N'X2112"9DS WOOD R85 4565 ISDU NAILS AI1 d NALSd HTT46W11B) 4180 FRAME � DU NALSB (1) SA'0 A.1 A 9CREW3 d (1) B'8' B A.TA. OFRAMETO 12)HTfSWI52)16Q,Q 1IY NAL98 ( x) I1T145 V(52) 1512 In NAILS FPAMF tl15/B'E ATA. (SEE NfITF Ydt 49)5 609E q1 Ra9 + rcccunic.11 - Sam 3, G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONSNIFFMMINO PLAN FOR CONNECTM CALL OUT. 4. FOR SINGLE FLYTRUSSE9, SCAS ON FLILHEMHT SYP#1?W' TO TRUSSVERTCAL WEB.1n) ROWS OF I Pd NAILS a r D.C. STAGGERED 5 MINIMUMA: TA, EMOEUMENT:S"EVBEDMENIFOR 1/2"AI.H.S' EMBEDMENT FOR SIB"AT.R.B" EMDEUMENT FOR 7/8' ATR.(IF AT 9I EP, DEPTH IS FROM LOWER SLAB). OA MINIMALWNINSCIMUNOCNFRAMNOPLAN 1. CONNEOTIONMRAII.ROOFIFI.OMTRUS6 TOWSOMYWAI&LIRTELSIICFWALLSONOONPI.AN 2 CONNECTION AT9 OR3 O.C.PENDINGVERTICALSFORALL FLOCK TRUSSES PAPALLELTGMASONRY WALLS SEE DETAIL PS12/03FM MORE INFORMATION 3. CONNECTION FORALLHPACN ICORNERJACK)TG MASONRY WALLS'ICF WALLSILINTE35 4. CONNECTIONFOHALLCON INJOUSIRIM e0MDTOlOPOFMA90NRYA132'O.CMAx.wl(2)ATEACH CORNER. G.C. TO VERIFY LOCATION DOES NOT OOMLICTw1T4 (IFAPRIOABLE) RAYWT 5. CONNECT ALL FLOM TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS W/ (2) 12d TONIAILS 0 MNIMALCONECTORUNOONFRAMNGP.AN 1, OMNECTIOl4 PMJAQ(TRUSSTO WOGOWALL ORBEAM © MNIMALOONNECTORUNOONFRAMNOP.M ROOF FRAMING NOTES 1.TILE ROOFING SYSTEM (SEE 4 PLY) PLYWOOD, SHINGLE OR METAL ROOFING SYST ER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT (. OR CON NAL FRAME ROOF. (SEE PLAN FOR SIZE AND SP ARCHITECTURAL PLAN FOR IC ROOF SLOPE AND OTHER INFORMATION. 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 SYR WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Stl NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE 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 FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST 0- -—METAL METALDRIP EDGE C.M.U. ICE WALL LEI 2 x SUBfASCIA .R SEE TYP. WALL SECTION '© r—gLUM FASCIA 2x BLOCKING NAILED 1x2 MIN. P.T. FASTEN TO _ TO TOP CHORD OF EVERY C.M.U. w/ 1 1/2" LONG OTHER TRUSS w/ T-NAILS @ 2'-0" O.C. (2) 10d NAILS AS SHOWN SECURE J-CHANNEL - @ 12" O.C. CONT 2 x 4 NAILED TO BLOCKING W/ (2) 12d CONTINUOUS VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-O" V Z � Z a -L Q QQ d Q13 W 0 W N EB1 C a E (6 L) m m W oU-c�0 O y oN 0 � QW ®C uNu3 Q pho Y Y Q d Affiliations: A Il '1 B D,' Consultants: .� � � U) ~ DO N g W O D . F- �Bgn °'z �d #k N 'c s 'bf m Lj g i N oy�,Qs m = mac Z `T WP64"5L Z Z EElii�W ON 2TSn Z'oa -T O cLXX m 10 a'g EFF n L 1. F � O• a `rr{d Foglow"' %N IVI Builder: a cU) 30 N W _ �a 0 ao � W �y N Z F �/"� VJ on W p t7 -' Lim 0 0 M ti c 1♦ R Job Information: 1 C 0 to t0 0 ca U a 0 z �� W J �N (7 > Ln Ch zp_MjLd'':^^ "'a J W () V ! Lc) LPL ♦ Revisions: 1 YV 2 3 ♦ Model Name / Number: 1820 Plan Issue Date: Monday, May 20, 2019 VI KA PROJECT NUMBER: 19-2903 Sheet: ^ Of: ROOF PLAN LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONIC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - 01 NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL FILL BLK. CELLS WITH 3D00 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25' (ACI 530) TOP OF SLAB SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL - SEE LINTEL SHEET FOR SIZE OF LINTEL) PRECAST LINTEL - REG. OR RECESS 11 In TRANSOM OPENING ,'•,"`. t^•FRAME INRLL e AROUND WINDOW - BY BUILDER SEE WFOl FOR MORE INFO (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER Cd EA END. USING (6) 3/16" DIA. X 13/4" TAPCONS INTO MASONRY & 14)10d X 11/2" NAILS INTO HEADER, THEN APPLY THE 2ND PLY TO THE 1ST PLY W/100 STAGGERED 0 6- O.C. F.C. EACH SIDE SEE PLAN - VY lrllllti MS02 TYPICAL SHEAR WALL SECTION N.T.S. MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM N.T.S. 'TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. �SIMPSON SP4 W/(G)- 1 Dd X 1, 1.12 SP6 OR BPS FOR 2x6 AND 2X8 WALLS (DOUBLE 2x TOT' PLATE STANDARD HOOKS SEE MSOS FOR MORE INFO TYP. FILLED CELL W/3DOO P.S.L CONC. W/1 #5 REBAR VERT. I R BEARING WALL R SHEARWALL OR FRAME WALL " C.M.U. x #2 SVP/SPF P.T. W/ ) 1/2" X e" "1" BOLTS OF)1/2" X W EXPANSION NCHORS OR (6) 3" X 1/4" PCONS OR ) 2 7/8" HILTI TIX-DNI AILS �'- 2x BABE PLATE SEE PLAN FOR MORE INFO MS03IrnMlvlG (Gn I/unLa/Jl lL n/ ev," I W I N.T.S. naACnNIOV l+n N[nIC(rTlnnl nCTAII 115 REINF. 20" MIN. LAP BAR 9 #3 OR 44 REINFORCING BAR mod, #3&#SAP S?II. „ � 25" MIN. IAP yx #5 STD. 90° HOOK NG BAR #51 AP RPI ICF SCALE:1^-1'-0" 3636 #S REINFORCING BAR R71RADF An 11 N 0 Ile LAP SPLICE I MS05 I REBAR SPLICE DETAIL - GRADE 40 I N T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING N ROWS 2x4 1/4'X2V4" 12'O.C. 1 2 x 6 1/4' X 2%" 12" O.C. 2 2 x 8 1/4' x 2%' 12" O.C. 2 NOTE: TAPCONS TO BE 4' FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST 1___ .LINTEL BUCKS W/ 1/2" O.S.B. BETWEEN i {-FASTEN PT 2/j,"I" NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED. USE 1/4'X 41/2" TAPOONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11 12x BUCK DETAIL I N.T.S. I SIMPSON SP2S TOP AND DOT. W/ 12 10d NAILS Q EACH STUD 2x 4 SPF AT 16" O,C. - USP LSTA30 W/ 22/10d NAILS 2X8 P.T. W/ Vi7Q" TAPCONS @ 6' O.C. IN MASONRY OR 10d NAILS 0 61 IN WOOD. T SEE PLAN FOR HEADER I REFERENCE DETAIL I WFO2 IF RADIUS I / OPENING REQUIRED TII III TRANSOM OPENING I ARCHED OR FLAT III 2x4 SPFAT I 2-2x4 SPF I I L - 16" O.C. SILL PLATE I I ` /I O II I I 111 I II u I I� ,III SIMPSON Sal W/ 8)-Nod NABS 0 BOT ANO USP AILS S 12-SOd NAILS 0 SILL I DOOR OPENING WF08 I LINTELS AT ENTRY DOOR w/TRANSOM 2-2X4 SPF TOP PLATE SIMPSON lS7A3O W/11-10d TO PLATE & 11-1 Od TO OOLUMN SIMPSON A34 W/ (B)-Bd X 1 1/2 NAILS @ TOP & BOTTOM OF HEADER 4X4 MIN, OR BUILT-UP COLUMN EA. 2X4 NAILED W/tOd 0 B° O.C. SIMPSON MSTAM36 MAY BE USED W/ (0) 1/4'O(2 1/4" TITENS &tO-10d NAILS. P.T. SILL PLATE W/ lh"x8" ANCHOR BOLT Ira 32" O.C. @ BASE PLATE DOUBLE 2X4 W/ USP MP34 @ TOP A. BOTTOM SIMPSON A34 W/ (9) lid X 1 1/2 NAILS OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE NOTED. N.T.S. LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 B 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'-41' 950 172 405 92 8F16 - 1B / 1T (min.) 2 7'-6" 2661 171 1624 89 81716 -1B / 1T 3 4'-6" 6113 133 2707 81 8F16 - 16 / 1T 4 14'-0" 1002 168 560 154 8F16 - 1B / 1T 5 2'-10" 5163 770 3524 399 SF16 = OB / 1T 6 7'-6" 2661 770 1624 399 8F16 - 1B J 1T 7 4'-6" 6113 770 1 2707 399 1 8F16 - 16 / 1T O O O ® O O ALL ELEVATIONS IN O O 9 RI ATOP Mw. N RPNP IT 'J• J GRW- �q9 Ifi.Vi '® REAR AT Sompni 0 oc LxIC CAA-' aptto-I wF�v nclNa 1NA'ACNAL rRovPeP n_In-a wane e' rvoHlxu ulwx TYPE: DE5IGNATION III F. FLLEG L'TX 6VW!/U•U4'iLLG1 f 11 eI OF MRFl AT II eOrtof cr SFIb-IS/1T1r *aamAL xelaXi R®AR AT Tor MATERIALS 1. f'o IIlntels = 3500 do, 2. To Prestressed mails = moo PSI. 3. To grout-3000 psi W/ maximum 3/6'ag0egate. 4. Conenis masanryunts(CMJI NrASTM C90 w/ nYnlmum net area moon saslve strength -1900 pal. 5. Flebar pnnAded In precast lintel per ASTM A615 MOO, 6 felt reber per ASTM All GR40 or GRIiO. Preatresaing airend pro ASTM A416 greats 270 law relaxation. 7. 7/39 Woe par ASTM A510. 8. Madan per ASTM CnO type M or S. GENERAL NOTES L Pmvidn fell ro la, head and bedjdnls. 2. Shers tilled hotels as maulred. S. Installation of Total must complywlth the architectural and/or structural dimvings. 4. Untels ere n enufeatured who 51/2' long notches at the ends to Doctor modate vertical cell minfarevlg and Wowing. 5. All Ilntels meet or eased L/360 vardol d8fleodon, Keep: Ilmels 17'4" and longer with a non nal Wet of 8" meet or exceed L/180. 6. Bottom field Stood rell to be located at the bottom of the lintel owlty. 7. 7/32" diameter wing atlrups are welded to me bottom Steel for mechanical anchomge. 6. CutIncuncrete may be crowded in composite Ilmel In lieu of concrete masonry unite. 9. Sofa Idea ratings based an rational design analysis per ACI 316 and ACI b30 10 UMS! min. depth$ are called out on lintel plan, If contractor installs a deeper hall than indicated on the plan, doing this Increases the strength of the Intal and la approved without engineering letter. R a Smeller Ilntal Is Installed doomet FOR for approval. SAFE LOAD TABLE NOTES 1. All values hosed on minlmum 4^ bearing. Exception: Sete lama for wanted Ilntels mast be reduced by 20% If Deering Sol is lass Nan 8"". Safe leaW for all recesseo IUrtels nosed an 8' nominal opening. 2. N.R-Nut Ralad 3. Safe leads are Mal superimposed allow Ale load an the section spi llied. 4. Safe leads based on grade 40 or grace 60 field nebar. S. Addllional fall lead ..ps.11, cs', be.blamed by the coroner by provldbg addenal reinforced masonry above the precast timal. 6. One #7 rchar may he substituted for two #5 rebars m 8" Irdcls only. 7. The designer may evaluate concentrated beats Tram the safe beat to les by cur not the me mum resl$Ulrg moment and ahSol at d away from is face of suppot. 8. For composite Ilrawl hefts not shown, use safe '.oad from next lower helgrL 9. All Safe loads in units of pounds Per linear foot. HURRICANE la ANCHOflS (1YPJ-�; d REI3AR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK-0UT BLOCK FOR FIRST ' COMPLETE CMU COURSE BELOW GILL FBI SOLID W/ (1.) #e BAR FOR ALL WINDOW OPENINGS 11I AND LARGE PRECAST "U" LINTEL w/ 300OPSI CONC. //��GROUT SHALL BE RUSH AT OPENINGS SEE GENERAL CONCRETE / WI1H TOP OF WALL ATLINTELOPENINGS INGS S LE FOR REQUIRED / REINFORCEMENT tJ 10" /--$To. 90 HOOK Js n N 'X STD. 90 DEGREE ANGLE 3000 Ps. I. In CONC. W/1 45 DIA RE84R 8" x 8" x 16" CMU U.N.O. PLAN _•• ___.... _.... MS01. I BLOCK WALL REINFORCEMENT N.T.S. TYP. BOND BEAM 8"x8'x 16"K.0. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REDAR INDICATES FILLED CELL FROM FTO. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) A ST. W z Z n� Z 8 Wes\ D- f N ti71 SIR/ `--i W IIr TJI Q Q 0 w E8§ oI �t/1 c m Ip:p E � F m OBI' U 0 " W c0 t1�N O _ Z$ W 2ce OfN Q h Q P O Affiliations: SD Consultants: v 1b IN D OD rA o .4 to CN r• O n to g' W m $' 8 ryry Q�j eaN JJ �v K 0 Pz LL LL LL °, 5 a @ (I rn 6� c'~ W rn E ff�n mill; � � & � lei II. N UJ m� 0 a = ;<�@ 2o n_ � < O E ra'c' UM �J,I. ana G O_� tNTO .71 fit!' �. .,✓w ,a` 'PRO e5 IV I Builder: Q co 3C4 W { � N �Q U ao J yl 4' N O W W O VJ��r�^1 9 O Z c 0 Q laa� 1111 Job Information: 1 m c 0 Y 1 � 0 U a g z�4� r4 W J (n m > U-) CY) @ U z O-ILdm"j°f J m (1) (J) L``) LO Revisions: 1 YV 2 3 Model Name / Number. 1820 Plan Issue Date: Monday, May 20, 2019 KA PROJECT NUMBER: 19-2903 Sheet: I Of. LINTEL PLAN EVIEWED F 19 C Jill ST. OUNTY c� THE HEIGHT OF THE CHIMNEY SHOULD EXT D 2' ABOVE THE HO 2x6 #2 SYP P.T. 0 Wi SIMPSON HETA 16 EACH END SEE FLOOR PLAN POINT WHERE THE CHIMNEY IS FRO HE NEAREST WEDGE ANCHOR D E AN 8 FOR BEAM SPEC. SEE PLAN FOR BEAM W z ° BUILDING SURFACE. CUSTOM GALV CAP WITH SPARK ARRESTOR o SIMPSON LSTA24 W/ " (12)10d NAILS � Z c¢� J VERIFY STYLE OVERHEAD SECTIONAL � / w/ BUILDER DOOR TRACK W/ 3/8" X — METAL FIRE STOP 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER .'', ally ::; "' " t a Z t!1 U • TRACK TO JAMB. - `: , a: • ."' • II •r.• SEE DETAIL WF02 ON SHEET S3 1N LU I", � DOUBLE 2x PIPE STABILIZER q �i FOR ARCH FRAMING s Q S O A TOP PLATE WHEN REQUIRED 5 1/2" DIA. X 8" o () 1/2" X 8'• A.B. W/2" o 16 U_ w E o "J" BOLTS WASHERS SET IN II 1' SIMPSON A34 w/ �° ` 'N � o M n E FILLED CELL W/ #5 TYP. FILLED CELL ;, (8) 8d NAILS \/ m MIN. 5 PER JAMB. VERTICAL b " ii U m ,00 s ` Q SIMPSON ;; L/7 ° ° SPl @ TOP AND SIMPSON SP2 Ca BOTTOM 2 X 6 CRICKET W/ EXTERIOR SHEATHING ATTACHED L SECTIONAL ;' " a 5EE PLAN " 2 O o £ a rn PER NAILING SCHEDULE SEE ® OVERHEAD (3) SPF #2 FOR INFO. U o' ELEVATION FOR FINISH DOOR / CONT, P T #2 0 STUDS W/ r 16d NAILS e l @ 8" O.C. a v Of Q N o « / WOOD .; SYP 2" X 6" + o / TRIM SIMPSON LSTA24 ♦ Affiliations: ° •,:,; •';�+� ,. •' ' '' W/ (18)10d NAILS PROVIDE 2x BLOCKING . •yi • • a, B, D,',, @ PERP WALL IF NOTIr., TRUSSES 2"x6" P.T. WOOD JAMB a l S • ' •".' • l6tl NAILS—► ° E ♦ ALIGNED w/ M1• Consultants: W/ (2) 12d TOENAILS II ,I @ 8" O.C. 2x BASE PLATE w/ (2) 12d DOOR AND CONNECTION PER �i ,, STAGGERED ° SIMPSON _TT20B W 10-16d NAILS / a" r ro m '" 'i LO NAILS TO TRUSS BELOW GARAGE DOOR MANUFACTURER GARAGE SLAB & (1) 1/2" X 12" r o - ._ m w N .g` .9 � - g W a m c0 @ 8" O.C. TYP. GARAGE DOOR 71 TRACK MOUNTING DETAIL 'A' 'A' WEDGE ANCHOR 'A''A' u o z o^ LL LL LLa 8 O^=V- 1 W m a V) 61 SIMPSON MTS12 SIMPSO0d®EA 0 • N �' �g 13 g Q LL o ui w s o N CHIMNEY PIPE MIN. NOTE: DETAIL DETAIL -(UNLESS NOTED OT ERWI E2 S-2 MAY BE LREDTRUSS FOR THIS 4 > Q ti ,a -N9Ua3/4"=1'-0" ,O p 2" TO TRUSSES gmew'U111,021,5 ,pC�.y�� gg'— CH01 TYPICAL CHIMNEY FRAME DETAIL MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 16 ENTRY HEADER DETAIL N.T.S. sg�a rR �:� ' "a• �� 11• '�l �1P co r�/I4�Oar��tit. x y 6 INSULATION PER FBC AND ENERGY FORM SSUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES d 12 AT EAVES (FOR VENTED ATTICS) Y 12 i FIBERGLASS SHINGLES OR 16_ _ _ SEE ENERGY FORM CALCULATIONS SEE PLAN TILE ROOF (PER ELEVATION)• SEE PLAN I FOR INSULATION REQUIREMENTS !� OVER APPROVED UNDERLAYMENT o PROVIDE BAFFLES AT EAVE FIBERGLASS SHINGLES OR pRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING (TYP,) FRAME FOR BUILT-UP TILE ROOF (PER ELEVATION) TRUSSES 0 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF CORNERS min (3) 2x4 OR 8 ♦ OVER APPOVED UNDERLAYMENT 44 w/ 2x4 POST UNDER EA - - W B0(Ider: ' PER FBCR 905.1.1 OVER APA NAILING SCHEDULE) 2 X 4 P.T. PLATE END OF SUPPORTING BEAM, n i -- - SEE ROOF PLAN FOR w RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES TRUSSES TRUSS ANCHOR SEE PLAN PLAN FOR ) KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" " ' --^"- TRUSS CONNECTION „ , --- " + INFO &LAYOUT DESIGN w @ 200 D.C. FASTENED TO TRUSSES PER ROOF _ _ _ SEE BRG. HT. _l$_ AND LATH WITH FINISH _ W M NAILING SCHEDULE) 1 ' " PLAN) CEILING BOARD '' ' (TYP.) ALL SIDES (TYP.) FRAME FOR COIL- °O �� ° „•„ - SEE PLAN FOR_ _ _ nps TOP OF BEAM -; g N Q W TRUSS ANCHOR (SEE '. FELT PAPER OR • METAL DRIP EDGE NERS FOR NON LOAD n . , '. TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE TRUSS P.T. NAILER • r 2X SUBFASCIA✓v' a v BEARING SIDES NAILED v v' v °� \ SEE RO PLAN _ w__ c o O M U ; < v ° w/ 16d NAILS @ 8" O.C. _ W I G 1/2" DRYWALL •� SOFFIT. SEE ARCH. PLANS Oo \ ° v v� CON TON INFO ' -*-METAL DRIP EDGE p F i O CEILING BOARD CURTAIN NAB.ER 8 x 8 x lb K.O. LINTEL BLOCK 1/2" X $" J-BOLTS \ TYP. 4 COURSE HIGH A.F.F. (1) CENTERED EA. ( ) E ° � O � : W Eli CONNECT ALL 2x STUD 2X SUBFASCIA TO TOP PLATE WITH (4) 1 x B P.T. @ S.G.D.NDn O.H. W/ (1) #5 DIA. REBAR & CMU BASE FILLED W CONC SIDE w/2" WASHERS i / o w 0 W U) 16d TOENAILS SOFFIT. SEE ARCH. 5EE ELEV. 3000 PSI CONCRETE (TYP) w/ (4) VERTICAL REN F w/ a 10 O o In O PLANS PRECAST "IJ" LINTEL r, HOOKS INTO FTG & AT TOP ¢ LL W Q r- 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE u OF COLUMN HB&G COLUMN WRAP OR PLAN AI -Al 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. o O o LmL SHEATHING ATTACHED PER L•� OPTION: 15/32" OSB EXPOSURE 1 ON NAILING SCHEDULE 16 2 cq 0 MAXIMUM OF (3) - 2X PLATES MAY BE C.H. EXT. WALL W/ ALL EDGES BLOCKED, SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SEE FLOOR PLAN FOR 3 ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF I6d (OPTION) STAPLE: 16 GA 1 3/4" STAPLE 0 2" O.0 EDGES AND FIELD. �' SIMPSON LSTA30 SEE FLOOR PLAN COLUMN SIZE &BASE CONNECTION INFO. w c Job Information: NAILS AT 8" D.C. NOTE: 44" MAX. SILL HGT. ON n FILL CELL - 1 #5 DIA. () n ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI w 11-10d TO BEAM FOR BEAM SPEC. /, SECURE 2X4 P.T. BOTTOM n CONC. ALL LOCATIONS & TO FRAME BELOW > > PLATE w/ 5/8" x 8" d y c ALUM FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION & FLOOR PLANS g _ ANCHOR BOLT SET IN `; c w O �, (G.C. TO VERIFY W/ FLOOR PLAN N ° ; SIMPSON HIGH -STRENGTH ' ' o- i LOCATION OF OPENINGS IN p � � EPDXY 6" MIN. EMBED. � `y Y EXTERIOR WOOD WALLS. IF NO v / OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). ; L.� , 4)NOTE: 44" MAX. SILL HGT. ON t :0 O (aALL BEDROOM WINDOWS. ALUM FRAMED WINDOW i , ,vr6a 0- O O W/ SCREEN ' < 0) LO CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ 1x4 P.T. WRAP or o n z N 'V a C-926-98A WINDOW STOOL „ (4) #5 VERTICALS FILLED SOLID STUCCO BAND LIJ J 0] PER SPECS N SEE ELEVATION FOR MORE INFO 2x STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY N P FORM SUBMITTED WITH PERMIT '1 SIMPSON HETA20 w/10.10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 LL .1 Lo M c v MORE INFORMATION). SFE TBI3 1/2" DRYWALL ON SHEET 6 APPLICATION PROVIDE BAFFLES AT EXTERIOR FINISH - OR 4x4 POST W/ 2x4 UNDER POST y a W UD Q) FOR NAILING INFORMATION FOR EAVES (FOR VENTED ATTICS) (SEE ELEVATIONS) , • EACH END OF BEAM $ a ` LU O w SEE ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 17" iN CONCRETE - 25" 1 x 4 P.T. NOTE: 2 X 4 P.T. PLATE - • "� BOTTOM STRAP`1 MUST BE J m � li REQUIREMENTS w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACI 530) ABOVE HD) w/2" WASHER AT 32" O.C. SLAB, ALL LOCATIONS SHOWN INSTALLED ON INSIDE OF r SEE UNDATION a ♦ Revlslons: MIN. V FROM END- SEE WS07 WOOD BASE ON FOUNDATION PLAN COLUMN. DO NOT BEND -"' r��- 'v ° 4••Q o �" ° PLAN R FTG WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN , SEE FOUNDATION PLAN FOR STRAPS UNDER PLATE. a E PLACE PS I C �' SIZES D LOCA m '8 1 YV FOR SLAB INFORMATION _ _ _ _TOP OF _ _ SLAB INFORMATION TOP OF SLAB _ _ _ _ _ ° CELLS / 5 REBAR wT#A •� o 2 " I; a ♦ Model Name Number: I m L�L-aL - ,,.. ; "'.. •,' / III ,tJ III( f �l t GRADE i GRADE •. -. LLi�-�il� 117IJJ=TIl I CLEAN '� a �SEEPLANFOR _ 1820 ♦ Plan Issue Date: II il)ji T a o COMPACTED I I r ! ,� ry RE -BAR QUANTITIES '" TYP. 4 COURSE HIGH CMU BASE ( ) • • - ' ,�1 r)( FILL I- ] T' "- •. �' ! FILLED w/ CONC • SEE PLAN FOR - SIZE- TOP OF COLUMN BASE - L'- it,- T� ��,,,''�' Monday, May 20, 2019 9EE FOUNDATION PLAN L SEE PLAN SIEEE FOUNDATION 2'-0" AFF g ♦ KA PROJECT NUMBER: 16 FOR FIG REQUIREMENTS �� AN .._.._ CD21 S-2 SUBSITUTED 19-2903 NOTE: DETAIL / MAY BE FOR THIS Y DETAIL- UNLESS NOTED OTHERWISE 0 o �_� Sheet: Of: CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE::= 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'O" TYPICAL FRAMING DETAILS NTY I 8" D BLOCK TIEBEAM W/(1) 05 REBAR U.N.O. WHEN REQ'D RECESSED PRE -CAST LINTEL NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 (SEE PLAN) 7/16" O.S.B. ' �" 2x8 W/ (3) 12d �. ; EA. SIDE I% TOENAILS EACH END 2X BLK'G. /16" OSB W/ Bd TO O.S.B. NAILS @ 16" O.C. V,// 2 _ gd TO SIDE & TpP NAILER EA. END EDGEE�E �EV(EW 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 DETAIL @ ARCH WINDOW FRAMING WOOD WALL OR TRUSS. SEE PLAN 7--STRUCTURAL SHEATHING i1 VARIES W/ Y ROOF SLOPE —2X4 CONT, W/ (3) 12d COMMON NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES (3) 16d COMMON @ 16" O.C. ------- NAILS(TYP) — HEADER PER J/ LOCATION 01 ®@ 7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER .2x W/ (3) 12d TOENAILS EACH END TYP. -2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OISE W/ (2) 8d NAILS. SEE DETAIL ABOVE 7'-0" MAX WINDOW OR DOOR OPN'G N.T.S. I I I WF02 I DETAIL @ ARCH WINDOW FRAMING 102 SHEAR TRANSFER EXTERIOR WALL N.T.; N /o W Ho 4 Lj Q a (2) 2 x 4 LAMINATIONS W/(11 (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0. 148', L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D 10.162', L— 3-11V") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D = 0.162'. L= 3.1/2') OR EQUAL NOTES, 1) ADJACENT NAILS ARE DRIVEN MOM 31 FOR 4d'LY, PROVIDE 1/4'DIA. x 51i1' LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 41 REFER TO NOR SECTION 15.3 MR THE THICMESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) `r• F.F. OVERHANG FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 5/W --No REPAIR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. SEE GE05 FOR STANDARD GABLE END FRAMING ` I I + +I I+ +I 2X TOP PLATE TO I I I GABLE END All 16d NAILS @ 6" O.C. I + +I om 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING N.T,S EXTERIOR SHEATHING - ATTACHED PER NAILING SCHEDULETBI3 ON SHEET 7 AND 7.1 CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ONLY IF NEEDED. SEE PLAN SEE PLAN FOR BEAM SIZE 2X4SPF AT 16" O.C. , , „ n „ , „ u , BUILDER FRAME RADIUS AS REQUIRED F14 KNEEWALL @ ENTRY FRONT WALL 1/2"= PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ 2x4 STUD EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE SEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (StM. w/ 2x6 ' NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 1.21 PENETRATION THRU TOP SPLICE TOP PLATE W/ MORE THAN 50% Of TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. :15 FALSE BEAM AT GABLE END N.T.; SIMPSON PSPN516Z w/ (12)16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS I* NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE OUBLE 2x8 OP PLATE rT. E 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. 'BOTTOM SPLICE OVER STUD F17 TOP PLATE SPLICE DETAIL 3/a"= 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. ( IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA, SIDE EACH SIDE OF 2X BLKNG. OPENING G.C. TO TO O.S.B. INSTALL (3) TITEN HD. W/ 2 8d 5/8" x 8" EQUALY SPACED EA. END PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1) 2 1 2 >4' BUT <9' (2) (3) (2) (2) 3 4 3 4 CONNECTOR REQUIRED (3)16d SEE PLAN SP4 AT COMMON 2x CRIP FOR WILL @ 16" O.C. 24" O.C. NAILS(TYP) w/ SIMPSON SP2 TYP. — HGT. TOP AND BOTTOM CIVIL- �M IIII M M ® ® ® I 0 • •' '• WINDOW OR DOOR OPN'G rCMU WF39 TRANSOM DETAIL AT ENTRY '-0" * WHEN STUD LENGTH IS LESS THAN 12" USE LS-FA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP LOd NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * DF HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER&JACK HEADER SIZE NO. & SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE iEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR Zx10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIM PSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE T1313 ON — SHEET 6 2 X 4 P.T. NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE IJNTEL STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO I BLOCK EDGE I , , I STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 I 2 X 4 SPF , I AT 16" O.C. , , STUD TO BOT PLATE: I SIMPSON SP4 1/2"X8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL F21 KNEEWALL @ ENTRY FRONT WALL SIMPSON HUC410 BUCKET SEE ROOF , PLAN FOR MORE INFO I , ' SEE ROOF PLAN FOR BEAM SIZE i & CONNECTION INFO _4 SEE FLOOR PLAN 7-7 FOR COLUMN SIZE& ------ ------'BASE CONNECTION OPTION AION B 1/2" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — SCALE: 11/2" = 1'-W AA SEE PLAN FOR TOP OF BEAM FOUNDATION V FOR MORE INFO CD11 COMMON BEAM ATTACHMENT N.T.S. 2 X 4 #2 SPF KNEEWALL WITH - STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDE FROM TOP OF WALL TO BOTTOM OF BEAM, ATTACHED PER NAILING SCHEDULE. SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO , , , , , BLOCK EDGE , , , SEE PLAN FOR , , BEAM SIZE BUILDER FRAME " It RADIUS AS REQUIRED N N „ It , M " I ^� —2x BUILD -OUT BEYOND F38 KNEEWALL @ ENTRY FRONT WALL N.T. WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 20's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-16d EA. TO COL ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL TIE BEAM )04 BEAM @ RAISED ENTRY MASONRY WALL N.T. 12 SEE ELEV. (TYP) SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD SIMPSON SP1 @ EA. STUD —� 2"x P.T. PLATE 1/2" X 8" "J" BOLT @ 24" O/C MAX 8" x 8" x 16" K.O. BLOCK W/ 1 #5 CONT. :N@PlS7_1.1 RED WOOD TRUSSES @ 24" O/C .IFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE -2"x4" STUDS @ 16" 0/0 /_—CRICKETAS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 KNEEWALL ABOVE MASONRY WALL zun 13 Z � Z S 0- �. �/ IN Q {J W o ti N O W o2 K/T C M F E \,V1 F -2 y rirt6 L) mow 0 W c E 6 0d 3 x _a$rn OF 0 gm c°ate Q a $ d 7V Affiliations A 11 8 D Consultants: o VWy N .a � Ln LLj Y N 'n 10 (C�Q N N 4iLE NrnZ1OoaNxNiuki iLLk �Ofs a - P3^Nc t �rl a' W pi N g z, 42,E F N a w .P� g3tvno o T �ZuB.l, ato,� ism' c �`VYK C arm d,x4 ��\,,#,• `yA,,, IV I Builder: W Q O C4 w _ Y rwa U z0- ao J LLI O W NLLI Q 0 Uj W N o F U) J LY v o OR z o O a 2 O O MO Z c Job Irlformatlon: C O 12 I..L �' az m = a Z U rH WJ U '0 0) > m CORt 11) M N N U Z m m Wr^^ Ocor� '!Z^D W VJ V/ � LL� ReVISIOns: 1 YV 0 i 2 ; 3 Model Name / Number: 1820 I Plan Issue Date: Monday, May 20, 2019 , VT KA PROJECT NUMBER: 19-2903 Sheet: S=3 ({/ Of: 1 4 TYPICAL WALL DETAILS Fp. *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN ^^IAN1 �-, F,9 , TO BE LESS THAN _ 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR O.H.UNDER SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. 1I.EWED �`I�N°OR EQUAL TO 45DROP GABLE END TRUSS & LOOKOUT RAFTERS AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER -gd NAILS - MINIMUM 2"x4" - �- - 8d NAILS @ 4" O.C. WALL AND ROOF SHEATHING, SEE TB13 FOR SHEATHING DETAILS SPACE BLOCKS AT 24" O.C. ' CROSS BRACING �.. �• 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR ' LOCATION) . - - " �. , '-' BETWEEN TRUSSES @ 48" 1 1 2x4 SYP L BRACE FOR MAX.A FOR O.C. FASTEN TO EA. UI ,n �.,. BLOCKING '- TRUSS 3-12d NAILS EA. GABLES 3'-0" TO TALL. END 7z6 SYP L BRACE FOR , 2X4 SPF BLOCKING @ — • - �• y.. 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. , , PANEL EDGES W/ (3) 12d ,° �. W Z 8 r . - APPROX. 8" FROM RIDGE ATTACH LBRACE w/ THEN 48" O.C. AFTER. NAIL w/ 12d NAILS @ 4" O.C. NAILS EA. END TO TRUSS ' ' , 2X6 BRACE NAILED SHEATHING @ 4" O.C. SIMPSON MTS12 @ LOOKOUT RAFTERS Z c�N 1 3-12d @ EACH END & @ CROSSING AT 450 ANGLE. GABLE TRUSS -NAIL r� I° TO SIDE OF GABLE STAGGERED w/ 8d �° IF APPLICABLE _1 \`j,// - (NOT REQ D WHEN GABLE IS ASTEN 1 SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK A7 4'-1" OR SHORTER) () TRUSS WEBS ' , w/ 12d NAILS I° ' CO 2 BAYS (8 SPANNINGRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO BRACE TO SILL PLATE w/ 10d @ 3" O.C. @ 4" O.C.WHEN 2x4 SPF CROSS -BRACE GREATER T AN 3'-0" �° STRUCT. SHEATHING 7 16" MIN. THK. - / m a /'Al/ v �/Z (3) 12d &IAGONAL w/ 3-12d TO CHORD (MIN K/PLATE NAIL GABLE TRUSS @ 48" O.C. - NAIL w/ �� I• NAIL w/8d COM. @ c Ln U _ PER JOINT r ' 1ST 4 BAYS T� TO TOP PLATE W ) / (3) 12d AT EACH END & AT I° ' ' '� 3" O.C. EDGES & 6" �0 m J -I--J , - - 16d NAILS @ 4" O.C. CROSSING AT 45°z ANGLE r "s' , O.C. FIELD w CONTINUOUS LATERAL BRACING- , 2x8kolu O.T. PLATE 1 2"x8" ANCHOR BOLT 4 BAYS / ,' ; " ° m Y Q 6 NAIL OVER X•BRACE AS SHOWN TRUSS WEBS AT 48" O.C. MIN. KNOCK OUT COURSE , TRUSSES SOd @ 4" O.C. co_ �1J w E `e CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL ELKS. AT X-BRACING-2x4 SPF OR SYP FOR NAILING MASONRY WALL CONTINUOUS 2X4 SPF .' SPANNING (4) TRUSS ' GABLE TRUSS W O C \ / o Zq "m g E w/ (3) 12d @ EACH TRUSS WEB ,° BAYS (8 FT) NAILED TO ' E \i/- D 2x4 BLOCKING @ 4" O.C. �'� �° NAIL TOP OF "T" - U a3 u "T" ROOF SHEATHING, SEE w/12d & (3) 12d TO CHORD ;, TO GABLE TRUSS ` W ° y `" NAIL TOP OF TO GABLE T913 FOR ATTACHMENT w/2-12d & (1) — , x o t5 a m " TRUSS w/ 2.12d AND 1 TRUSS w 2- 2d OVER JACK TRUSSES, SEE , 2X4 SPF BLOCKING SIMPSON MTS12 w/ 14-10d x 1 1/2" m V 0 S-^ TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. , , 1C-10dx11/2" NAILS ; PLAN. BETWEEN TRUSSES Q FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 81/4"x1 1/2" @ 48" O.C. MAX. NAIL DEADWOOD TO TOP PLATE w/16d @ CHORD TO 2X4 DEAD o ♦ Affiliation s: A d ROVIDE 2X4 MIN. BLOCKING AT BIDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12dij 4" O.C. WOOD w/ 6d 4OO.C. CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1SIMPSON H8 4 BAYS `m B D•. w/ SIMPSON LSTA30 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 11/2" NAILS - -- 14-10d@48"o.c. ♦ Consultants: NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE E T N m 00 CHORD FRAME WALL OR BEAM BELOW SEE PLAN =m N PRE-ENGINEERED GE01 GABLE END BRACING N.T.S. GE05 GABLE END BRACING - FRAME WALL N.T.S. : VWOOD TRUCTURAL TLEAS ONETRRACING TRUSSES AT LEAST ONE TRUSS 6" OVERLAP PACEG.T. 8 &�._ aADD SHEATHING c a@ n- SYP #2 a c ¢ a WNTO $AT 2X4 ALONGSIDE RIPPED 2X4 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD °' -& g* LL ZENyaNSPAN PREVENT SHEATHING -- - OF HIPPED TRUSS W/ 12d NAILS @ 8" O.C. 2X8 SYP BRACE NAILED DROP GABLE END TRUSS w 2�c W�TRUSS FROM EXCEEDING Hlp SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE &LOOKOUT RAFTERS FOR g+ T MAX 24" SPAN EITHERG.T SIDE OR BOTH IF RE D Q ) AND NAILING SCHEDULE CHORDS 3'-4" IN USING 10d NAILS @ 4" O.0 O.H. GREATER THAN 12" FOR 12" AND UNDER - a 8 A 't 8 e'"'�°°-�' c s A , Cf' Eva „ ¢-Y' •, N FOR SHEATHING DETAILS a $'• c SPACE BLOCKS AT 24" O.C. `� o F• �.,-. M p (2) 12D NAILS MINIMUM (3) 12d 2X4 SPF BLOCKING @ �� g ° ° ROOF AT 12" O.C. MAX PER JOINTL MINIMUM2"x4"SPFOR PANEL EDGES - NAIL SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING SHEATHING @ 4" D.C. STAGGERED W/ 8d `� ,J PLAN STRUCT. SHEATHING �, \,�•�',�u {,R" 2x4 SPF CROSS -BRACE 7/16"MIN. THK.- a \ @ 48" O.C. - NAIL W/3- , NAIL w/8d COM. @ 2X4 BLOCKING TRUSS CHORD 12d AT EACH END & AT �' TRUSSES �. 3" O.C. EDGES & 6" $ , �. lot BETWEEN TRUSSES HIP TRUFiS (GABLE END) CROSSING AT 45 "x ANGLE , O.C. FIELD m SECT. A -A (J CONTINUOUS 2X4 SPF SPANNING 4 TRUSS r () m TB03 HIP /RIDGE BLOCKING DETAIL N.r.s. EB:04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. SIMPSON H8 w/ 2X6 SYP 10-10d x 1 1/2" BAYS (8 FT) NAILED TO T 2X4 BILKING @ 4" O.C. .'v GABLE TRUSS o w/12d & 2-12d TO CHORD 2x8 SYP I 4 5 CHORD BRACE 2X4 SPF BLOCKING G E04 W/ 12d NAILS BETWEEN TRUSSES ♦ BUIIder: @ 8" O.C. @ 48" O.C. MAX. S4 9 (2)LSTA18 CONTINUOUS w/5-10d x 1 1/2" TO SEE DETAIL 5 N TRUSS NOTES: 2x6/2x4 SYP STRONGBACK & 8-10d NAIL GABLE TRUSS 3 W 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TOANSI/TP1-2014 WIND AREA IS GREATER BEFORETHE ROOF SHEATHING IS APPLIED, AND STRONG -BACK x 1 1/2" TO "T" BRACE W/ 12d NAILS TO PLATE w/16d @ 4" O.C. a CG+, (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED COMMON CAUSE OF ACCIDENT EACH ' 7 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST SHOULD BE LIMITED @ 8" O.C. TOENAIL EA. 2x8 I' U �g IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD ' LEG TO PLATE W/ " c Q = w U TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT r r & 1/2" x 8" A.B. @ 48" O.C. MIN. �i U Q CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) ,', HGAI3-12d /(8)1/SIMPSON HGA10 1/4" .,,• m g a D J EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SF£CIRED BY THE TRUSS MANUFACTURER ALL O.C. MAXIMUM. i `. ' � � x 1 " SD " SDS OR Lu LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20"0" ' AL EQUAL�' W 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT T KNOCK OUT E U 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS COURSE {il ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 2X4 "T" BRACE (2x4 SPF) 4BAYS PLATE rn SEE TYP, TRUSS BLOCKING DETAILS SEE GABLE BRACING DETAIL a <NLL SHEATHING 16 J p�O IL 3 TO 4 TRUSS x4 AS SHOWN ALTERNATE GE03 GABLE END BRACING w/ VOLUME CEILING N.T.S. _ ®I ¢ o %° J z Z O GE04 'IT" BRACE CONNECTION @ GABLE END W/ VOLUME CEILING 3/4" = 1'-0" TRUSS SPACES DIRECTION O y RUS 8 a VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE (2} NAILS W/ (4)12d TOP & BOTTOM OR HS TRUSS--,,,4 m ♦ Job Information: OR HCLR/LL IN PLACE OF (4) 100 SECTION 70 TRUSS SEE STRUCTURAL NOTES AND REQUIRED @ RAFTERS GREATER THAN 8'-0" sa NAILING SCHEDULE FOR (4) 12d NAILS —0�' SEE STRUCTURAL NOTES AND NAILING SHEATHING DETAILS EA. END ai c C Q SEE PLAN--'OUBLETOP DOUBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS m �,, N PREENO. TRUSB SECTION B-B VARIES w ROOF IE L N 2x STUD WALL SLOPE •, 6 f6 SEE PLAN .\ / / , CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ \ 2X4 SPF BLOCKING / \ / O f6 (4)12d WHEN IT LANDS SPF48" O.C. W/ (4112d \ BETWEEN TRUSSES / \ / /' / s a NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. / m � SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d REQUIRED w/ (2) MT$12'S REQUIRED @ RAFTERS GREATER \ / 2X4 SPF BLOCKING a L0 B THAN 8'-0" \ 2x4 SPF BRACE \ / @ 48" D.C. MAX.w/ 4r ni o N N 1 \ @ 48" O.C. - NAIL w/(4) O 1 3 12d END NAILS ON CENTER , N U C d COLLAR TIE \ \ 12d AT EACH END & EACH END , , ' M 1 1 • ■ GJ M r EVERY 3rtl SHEATHIN RAFTER \ \ ALTERNATE DIRECTION \ \ , ' '' ' o \ d. � m m � c \ , ' '' / t Lo U CB, BEVEL CUTS 2X4 BLOCKING BETWEEN ` r i , n g Z F-i1Um TRUSSES W/ (2) 12d NAILS @ EACH END, 2) ffr12 EACH BAY (OPTIONAL) / / TRUSSES ' mD- O J W -4 'i B TB 2X4 SPF W/(2)#7X3-1/2" WOOD SCREW EACH TRUSS / / SEE PLAN _ B J m (%� LnLoL ALTERNATING OR H5 @ 48" O.C. / / BLOCKING PRE-ENG, TRUSS \ / / E ♦ Revisions:s CONT. ROOF SHEATHING AT TRUSS TOP \ / / TRUSSES ,' w 1 Yy STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / / m SEE PLAN FOR CONNECTION SIMPSON A34 OR 2 B (LISP MP4) \ \ / / ' 3 2X4 P.T. BLOCKING BETWEEN DIAGONAL 2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2F12tl NAILS ® AT 8'-0" 2'-0" ON CENTER N / 2X4 SPF BLOCKING , N fl Model Name Number: TWOODRUSS EACH END MAX 2x6 RAFTERS @ 2'-0"O.C. •� \ ^ BETWEEN TRUSSES V MAX w/ (3) 12d COMMON Y " O.C. MAX.w/ @ 24 TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN \ / \ (3)12d EA. END (TYP.) / SIMPSON HGMA10 1/2" GAP @ 4'-0" O.C. MAX. c 1820 (SEE PLANS FOR TYPE) 4 Fr @ 2'-0" O.C. MAX W / (3)1DD CONC. MASONRY SEE PLAN H ♦ Plan Issue Date: COMMON TOE NAILS TO RIDGE BEAM 2X4 CONi, AT STEEL OR WOOD - - T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE EXTERIOR _INTERIOR _ �wMonday, May3ER 2019 ♦ KA PROJECT NUMBER: PROJECT @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING SEE PLAN FOR MORE g SHEATHING INFORMATION -� 8" C.M.U. SEE ^' 19-2903 PLAN FOR REINF. Y 2x4 S.Y.P. @ 16" O.C. n Sheet: Of: N TB15 EXTERIOR NON -BEARING WALL DETAIL N.r.s. TB14 NON -BEARING EXTERIOR CMU WALL N.T.S. a TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. ROOF FRAMING 0 AND BRACING DETAILS a 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 Thenna-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 concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" 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" E SPA( EVEf 6"I I j 6" 6" 6" SINGLE DOOR 6 DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES Be F DOUBLE DOOR a., M SPACE EVENLY I aWBa aovedy Lure VAIlay by cantering `Cb7 ade 4'od r ertalnTeed Win induaril & .arpmoting 9 ngle ntlerla chard or qulvelenMCI Kzto a nth nail wih n Embed each ONnde A0y'cente line Ina 2" wi�ddee eMpp of eapllad fagnA CBmenl. , Cult" , ' gg. g, g•g. SFALAFIi L - NAIL SHINGLES W/ SS OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS, 6 PER SHINGLE. 00" O-µ 9\oa Ai 0 U0uAlXs,' `4° C„pee aAvCON05 NA"0'. tad � F. C� Jr �Rryp7akee 7TD Gd EdgOF e 12 ZB" 7• s to use h valley cemedine r SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EXTENDING A LOCATIONS MINIMUM OF w ABOVE 8' X B" H GALV. VERTICAL RISE OF FLASHING _ VERTICAL WALL FLASHING CONT. AT KNEEWAU. T ENTRY PIASTER STO SEALANT ROOF SHINGLES m z_ 6" X 6" H GALV FLASHING CANT.-\ 6" HURlz_ NOTE! THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAILS FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP 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 INSTALLATION 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 '�.' 1/211 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 o DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S LOCATION OF BARRIER TO BE 1'-091 IN FRONT OF CH. OR APP. WHEN REQUIRED 11/8 WOOD EMBEDMENT SCREW zx WOOD FRAME � 30EW BY OTHERS 4" IA. CONCRETE SHEATHING ILLED PVC. PIPE. BYOTHERs CAULK BETWEEN FIN 6SHEATHING EXTERIOR 31V MIN. EDGE TOP OF SLAB FINISH DISTANCE m BY OTHERS PERIMETER 1/4" MAX. CAULK SHIM SPACE BY OTHERS 09 Z I II -II v I O.A. WINDOW HEIGHT f - Ir - Ir I - " MIN. DIAMETER EXTERIOR INTERIOR o z I C NCRETE FOOTING rA ---' 1 PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING N.T.S. WINDOW INSTALLATION N.T.S L Inglallation Instructions For NI Fixad Windows With Mounting FM Includes all of the following series: HT' y 8T �,_I 625 1825 / AZ35 / FL13 / AZ30 / FL30 / VL500 / V1580 / V300 / V380 u.. N;,,. ul�e: ,,.,.•,n,>i VT200 Vf280 G87000 G52080 Prest 662 P 882 1 LH10 Nedmam Fo Armen Spad,g Wall Framing: (Jambe, Head and &it) x2 Spruce/Pine/Fi, B B'.. "i"� Or 9eber ,sill..Scre1gs a10� Scheme Mni u.e m Fensalmon d Gian9 Be __'. -•- n"untin Cross Section V law Bderlar View Of rbJal WEtmw Aanimvm yr � ....Sillwne FYerlor Sbeet1111a Aides: We strolply remmmeM fly, am of bop eno/a Auhmg tagan MOsNpius xa ingifinsho ASYN E2112.01. Nowever, due for riNxtbn In pdderenJbaUdGy type It Is left say the send am to datarmbw the pfopnInstallation ofdrose Items LEAVE THE MMLE WUP ONI Be Pure installing your wince, the bubble wrep may be reeled back !or miandtion, but please me stkk Og wrap to protect the nc,k hpn, scratches aw other darnaa until crosuunion b comµele. Bear t4aWe m nd grind me OpeNnp h 3/6' m 1/2" dryer than wen window Sze bo'l wst�lly ead Iadmm,talN. ' You may wash to im ibio me installation holes In the fin at Pik them. DOW Many !✓K how the see fty aria roc Step 2 Apply a generous bad of Slko„e to the badrsam of he moundrg In. Use enough slio ne to suAKiatly fist all wHs beMxen it. M and the wag Svathn . Step 3 Imantme wlTtlmw bold tla opohq hqn me owae. The WrdDw is labeled "irmde" aM'ouse de", but 'ddwse labeh have been moaned, the getandi bead should III be to the thicket a/ the reading. Step 4 Imes Slims under the slat, adjusting them unto me uNT is pbeM in the opening. Stains should be Iratekno under tale oN i niry 2 fear. The window Saud be, basically cantmad in the opening wrh no more man 1/4' gap blbean the window and wall firma . Sell irRall a x10X 14/2"schnea- from the comer of the fin a ads end a the head, all and Ilnds. Step 6 Install me remanlnp hiter,es n 8° Ircramenh from the toner screws m me raAa of a[h home membw, she carenot fo mae. the suev3 and gal thaten thimuo the rm. Am, make sure he screws go in straight and do not cause the frame to bow. WSI freehand SroWd W a minimum of x2 Spnvs/Krm/Fir. Fasteners Scald be *10 screws of suMdart hempen M achieve 1-31ir'penetration Into he was and no less than 112" from eke of fromorg. Foreseer Quanditess needed to ad, side W home m ed,lave 8' 'n Le of Frame Membm 10" 18' 26' 14" 4I" 50' 1 Sad" 1 W 1 74" 1 02" 1 SO' Ia8" Numbs of Fasfoers ;1 9 1 e 1 5 1 a 7 1 a 1 9 1 0 1 11 1 1; 1 11 Step 7 Rumania excess income "squatees our horn induced the In and inspect for holes or wads. tke sllimle to fill any wind. Sep 8 If fleshed, a foam Inwledm on a appliec to the InlaHur gap betels n the wndaw and wall flaming. a espreaci n%emestoe me NON UPAND1NC rYPE MAN. Sep 9 Sw: these widows are typically used in rams cats high moisture, le; bamroams, it Is recommended that the Imedor gap between the window and wall flaming also be sailed with shoJa and looses a as not m internee wit, the hSAlatidn of walloard the or trim. Sup 10 Once all construction Is copkte, reasons the bubble wrap from he inside and aebide of me widow. if necessary, dean has blocks with a Mid rand warm water using a soh dam. 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 Manufacture Model # Attachment Approval # Pressures Method Roofing: 1st Choice COUNTY APP. CERTAINTEEO LANDMARK 30 NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING FL5444 4-13 2nd Choice DADS COUNTY APP. OWENS CORNING OAKRIDGE AR L16828.1 3rd Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR L7006-R10 FL7006.1 4th Choice C'0'UNTY APP GAF L10124.1 ROOFING UNDERLAYMENT: 1st Choice INTERWRAP, INC. HIND NT SHALL BE D AND N R3 FFL UN YMENT ATTACHED IROOF ACCORDANCE WTH R905.1.1 ... WOODLAND I TYPE II UNDERLAYMENTSHVHZ FL17206.1 2nd Choicel INDUSTRIES INC #30 ASPHALT -SATURATED ORGANIC FELT Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 2"x6" P.T. WOOD JAMB WITH 5) 1/2" DIA. x 8" "J° BOLTS FL15279.52 2nd Choice +30.0/-32.0 CLOPAY FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THER A LLCORP. FIB GLA S DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONB MIN. 4" FROM 70P &BOTTOM OF INTERSECTIONS FL15225-R4 THERMA TRU-CORP. FLUOUTSH 2nd Choice '167'0/-67.0 DOORFIRFIRGI ASSBE AND MIN. 12" O.C. THEREAFTER, THE DOOR FRAME SHALL ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL15225.5 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/-146.3 The Tepco Group 7" Staggered Shakes INSTALLAITON FASTERNERARE GALVANIZED STEEL ROOFING S NAILS t a6" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA- HEADS AT 1W O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL FL20403.17 N.A. N.A. N.A. 2nd ChoicelSHALL BE BEYOND WALL DRESSING Win ow : 1st Choice +40 50 / MI WINDOWS 3540 SERIES Single Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 14A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FL 17676R6 3640 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED, INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE 116" INCH MINIMUM EMBEDMENT MI WINDOWS 3540 SERIES FL-R2 +50.0/-50.p Picture window IN WOOD SUBSTRATE. LIS644-2 Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 1st Choice MI WINDOWS Mullion 3/16' TAPOON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A i 4 L 18504.2 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass" "+50.0/-50.p Choice BLOCKUS 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR L185-RlO 1st WITH MIN. 1 A" EMBED. TO ALL FACTORY DESIGNATIONS ALL HOLES NOT DESIGTAPCSHOULD SUFDFIFCI 2nd Choice ETFILLE W/48 SCREWS OF NT LTH.NO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED VINYL 11/2" NAILS 10" O.C. IN I DIRECTION OF SOFFIT LENGTH FL16503-R3FIFIT P-16503.4 Hurricane Panels: 46 PSF EXT/ HURRICANE STORM 24 Ga. Galwamzed DIRECT MOUNT. TOP a/n"40 MALE PANELMATE W/ 116293.1 1ST Choice 46 PSF INT. PANEL MFG. INC. Steel Srorm WINGNUTS AT 12M2" O.C. BOTTOM'A"-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: n. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 41 vl!) C9 m v� d) ve Y fill r- N Q w Eo O NoV y s�iau oil ai 6 V �O� N W 0 H ®� 0 Iu ® Q N O ♦ Affiliations: R�IDJI V, 3 C E ♦ Consultants: m t�j ; 2• �+Y' .9 3. (n ti pNppp f�D ,pH cW3� W � QOpp1 Ap � sF B 8 G$ Q or 2 JJ GG 'a O, LL N� No y A; ¢o d O 4g agwQQ¢¢'dt� q a W N 8i c�gu�j��t'.= O��h-!!... w�E� 5 ro a a a s s s a a x t2a ,air /.Q ¢ O Z `. Ti a10 '•.i i w ii U a. 1a-�1 _ Eb �� o X' ELiip : E c..,,.,, r�9 U 0 m a E n m ♦ Builder: EP 3asdE a3��41aoW� w_0 z ad J w NO E W� fWo zOJ W Z a 8o0 ®=NG Uo W 0NW ♦ Job Irifarmation: C sN ay 3 O T U �a 7 Z f4 so W V V J 4) M m 0 > .3 m _ LO M 0 c cGi)as a m CY) IL J m (n w Ion LOL F- E ♦ Revisions: m 1 Yv m 2 O u 3 ♦ Model Name /Number: 1820 Vi Plan Issue Date: Monday, May 20, 2019 a E VI KA PROJECT NUMBER: Y 19-2903 a o inset: S-5 of: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH � RESISTIVE IPORARILpY RESISTIVE R703.1 General. Exterior walls shall Provide the building with aweather-resistant exterior wall envelope. P SELF -ADHERED FLASHING SECURE BARRIER THESE THESE DETAILS ARE GENERIC AND MEANT TO SHOW The exterior wall envelope shall include flashing as described in Section DOOR ROUGH OPENING R703.4. Awater-resistive barrier is described as a material behind an exterior wall covering that is �WEATHER RESISITIVE WINDOW UNIT GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. intended to resist liquid water that has penetrated behind the exterior covering from further intruding BARRIER WOOD FRAME coNsrR, into the exterior wail assembly. An exterior wall covering is described as a material or assembly of TAPE s EXTERIOR SHEATHING SELF -ADHERED FLASHING 8V LAPPING DOWN &4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SLOPE 0.3 in : 12.0 in SELF -ADHERED FLASHING materials applied on the exterior side of exterior walls for the of a weather -resistive purpose providing barrier, Insulation, or far aesthetics, Including but not limited to, veneers, siding, exterior Insulation and OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. ,wyeweoxvxwv� WALL BY6IN. UP JAMB O". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer No. 15 felt, free from holes breaks, of asphalt and complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or WEATHER RESISITIVE ! I SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. f 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 lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not BARRIER OF ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 SEAL TOPS JOISTS less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls UNDER DECKING SUBFLOOR and terminated at penetrations and building appendages In a manner to meet the requirements of the SELF -ADHERED FLASHING (SEE DETAIL WP07) exterior wall envelope as described in Section R703.1. P HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH Detail Instructions R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied RIM JOIST over wood -based sheathing, shall indudeawaier-resisgve va r ermeable barrier with performance ng, po -p pe t. Cut, fold up &temporarily secure weather 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 resistive barrier above header to allow fagashing Installation 2. Self -adhered fleshing plus head flashing under weather BUILDING numbered items in the list of instructions below: such that each layer provides a separate continuous plane and any flashing (installed in accordance with resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers Section R703.4) Intended to dreln to the water -resistive barrier Is directed between the layers. 3. Fad weather resistive barrier back over head Hashing and seal with tape `L 2 2 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -for ease of installation and to minimize by an intervening, substantially nonwater-absorbing layer or designed drainage space. Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING W PO2 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 scoring cuts R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and prevenient otwaterintothe wall taut or entry cavity penetration of waterto the building structural framing adhere to substrate using a square piece of flashing material (6" x 6" components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum AAMA S00 or ASTM Cg20 Class 25 Grade NS or realer for ro er oint expansion and contraction, 9 P P 1 xP EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. ADHESIVE TO BE APPLIED UNDER FLASHING JAMB 8 HEAD ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit Fluid -applied membranes used as flashing in anterior walls shall comply with AAMA 7t4. The flashing shell THRESHOLD OF DOOR AND RETURN UP JAMB G. USE LIQUID NAIL BRAND FLASHING, SEE FLANGED WINDOW SELF -ADHERED FLASHING tight to comer extend to the surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) �I ' $. Mechanically fasten as necessary the following locations; LETTER ON CHEMICAL SCORED COMPATIBILITY � RELEASE PAPER 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the � surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent SELF -ADHERED SELF -ADHERED FLASHING, � • (BEFORE FOLdNO, SCORE � RF1EASE RAREaro ExaosE drainage. Mechanically attached flexible fleshings shall comply with AAMA 712. FLASHING EXTEND A MINIMUM 6" VERTICALLY FROM AOHEa1VE AS SHOWN) BOTTOM OF Flashing at exterior window and door openings shall be installed in accordance with one or more of the THRESHOLD following: z � MECHANICALLY FASTEN AS SECTION -A V NECESSARY IN CORNERS THROUGH 1.1 The fenestration manufacturer's Installation and gashing Instructions, or for applications not addressed (SEE DETAIL WP02) SELF -ADHERED FLASHING In the fenestration manufacturers Instructions, in accordance With the flashing manufacturer's Instructions. , SELF -ADHERED Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the FLASHING 2 surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan z flashing shall incorporate leashing or protection at the head and sides. SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional, NAILING FLANGE t 4 1.3. In accordance with other approved methods. 2 O SEAL TOPS OF JOISTS 10 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAlWDMA 400. DO NOT FLASH OVER - 8 2. At the intersection of chimneys or other masonry frame BOTTOM NAILING FLANGE 8 UNDER DECKING (SEE DETAIL WP07) Z % construction with or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting woad trim. SELF -ADHERED FLASHING /� SELF -ADHERED FLASHING SELF -ADHERED FLASHING %� 5. Where exterior porches, decks or stairs a REVIEWED IA!<C ST. COUI� Z 10 Z Z g � U' W - � w fL3 ❑ _ _ $ m - r �1 U _ o N ////�� W0 w E2 N N m O U CD Ce ~ V y N 0 2 ' _ _ m N a c N ¢ O of ¢ v y P O 5 ♦ Affiliations: so:#/ E ♦ Consultants: T = N to OD H o Nw W W w N N ik it 00 .- t-�a�a c in V °�^a UNm� ��iaJ� d a�-I c " a.y f/) err` c ui w O -filiaQ ENS a W N 'y�,{ yy,, $$g' C7 a �s E a < p y sn'w� .Y 'ea iY 2 N c> g' m@ m` I� a d p 10 $ �r',ffi3_=gym` Ca m'�•nv.. a g.3g UQ •'4(y Wr,4'•w E n l P �: ,P . O' `rr f •' Cj of m a m z 3 Y ♦ Builder: y rw N :9 a LLJ GN Z Sao N y W pC J E ! � LU tt G W ta< W a W� z N v � � W p b ® V rJ Z O o �y O a J H V) o m a` m € ♦ Job Information: v � o G } d f�C d U � lD `0 z�v� + d) Tt to M N z mm°' n Q J W D F J m � 0 tm to E N Revisions: YV 2 0 ui 3 ♦ Model Name / Number 1820 Y � ♦ Plan Issue Date: Monday, May 20, 2019 ♦ KA PROJECT NUMBER: 19-2903 Y a o Sheet: Of; N� n WATER PROOF DETAILS t46 t tLI t rdz IV V e rLO f screed. 25 SH \ .._ PRECAS BOTTOM ® 6'-8" HOS EGRESS BIBB 4" bath duct BEDROOM 2 LANAI to 12x6 1 c ULTED CEILING 3 VAULT CEILING roof cap 135 m W /fan 12x12 rag Nutone 696RNB - 4-,D 7- 2 DBL 25 SH 2668 2868 F; CL-, `� CHANGE TO 25 SH - 2'-0" . 1R/1TH it 0 w/ F/P OPTION FIREPLACE OPTION BATH �— ` c 16x16 rag 8x4 1 00 00 " 0 14 14 rag 8" FAMILY ROOM 10' CEILING 12x6 1 wcd 2x6 WALL VTR 145 16" WIDE \ T PLANT LED �'...., @ 8 .F. ,.� 10x rag 7,. 10x6 Jwcd0 cErm 85 12'_`.. 5068 8' CLG. R /1SH 24x18 fbrag DINING ROOM VAULTED CE LINS 12x6 1 wcd N 165 / 0 14" 25 SH EGRESS R'S BEDR VAULTED CEILING 6x,16 L ,. 0 „4x8 Iwcd I 200 7' N N 4" bath duct to roof cap w/fan Nutone 696RNB 5 10x6 1 wcd M 45 o OWNER BATH VAI TJ ED CLG. o a r of 77 0 W;J__ NN D/W RANGE/ )VIDE PLATFORM DBL HOOD HVAC UNIT -/ .INK w IFFY SIZE WITH 8„ z I I TCHEN 7" LTED CI-G. > 14x8 1 wcd Z 170 4" / REFRIG. NOOK 9" 12x12 rag A N VAULTED CLG. 10' L G. `� U °D 40 y U O 7" 8x4 w d " 12x12 r 9 E- Y E F 2868 10' CEILING STEP N.—HA36SONA F X w.H. 1 2x6 1 wcd P L DN. STAIRS 150 - z" x 54" ao DEN S3 E,/ Hi N BEDBEDR�4T A 68 w/(2) 12" .L. & TRANS. R 2 CAR GARAGE ro ELEVATION 8" CEILING 5-36'-4•• 20'-0 4" dryer duct EGRESS ENTRY to roof cap 01 10' CEILING w/dryer vent box / LINE OF GARAGE DOOR W/5KW 0240V 1PH 18x13 plen scale :1/8"=V0" platform by bldr z-t 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS - ............ ................. .............. _.-_.._................... ..._.._._.... _......... ......................... . /9 P FLOOR PLAN AREA � A-_C�JLATI,: N Transfer ducts rills sized In compliance AREA with Florida Residential Building Code—M1602.4 SCALE: 1/41. =1,-0° balanced return air. ALL ELEVATIONS_.............__-...._..._.........._.............. _............. _........ _.... __........... __.... EXCEPTIONS 1-3 - Must have a minimum clearance of 4 inches around the air handler per the State Energy code All duct has an r=6 insulation value. Rating 5 U J — O O� U o � U OQ 26 OC U C Z m t/) w Of H 0 �-4 O H w57 w7 f-1 O^ww^ Q Q � M LU mELJ<� i 3