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HomeMy WebLinkAboutPLANSTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEANTREATMENT IS IN ACCORDANCE TERMITES. TRFA AN E WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES. 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION•RESIST NT MATERIAL. EXPANDED METAL OR R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER 15 DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. WN . 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. EXTERIOR CEILING LATH ATTACHMENT PER THE ASTM C 1063 7.10.2.2 DIAMOND -MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL LATH, AND WIRE LATH SHALL BE ATTACHED TO HORIZONTAL WOOD FRAMING MEMBERS WITH 1'/rIN. (38.1-MM) ROOFING NAILS DRIVEN FLUSH WITH THE PLASTER BASE AND ATTACHED TO VERTICAL WOOD FRAMING MEMBERS WITH 6D COMMON NAILS, OR 1-I14. (25-MM) ROOFING NAILS DRIVEN TO A PENETRATION OF NOT LESS THAN Y4 IN. (19.1 MM), OR 1-IN. (25-MM) WIRE STAPLES DRIVEN FLUSH WITH THE PLASTER BASE. STAPLES SHALL HAVE CROWNS NOT LESS THAN 3A IN. (19.05 MM) AND SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH AND PENETRATE THE WOOD FRAMING MEMBERS NOT LESS THAN 3/4 IN. (19.05 MM). WHEN METAL LATH IS APPLIED OVER SHEATHING, USE FASTENERS THAT WILL PENETRATE THE STRUCTURAL MEMBERS NOT LESS THAN 3/4 IN. (19 MM). 7.10.2.3 EXPANDED 3,8 IN. (9.5 MM) RIB LATH SHALL BE ATTACHED TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAN 13A iN. (44.5-MM) PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 314-IN. (19.1-MM) PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. 7.10.2.4. COMMON NAILS SHALL BE BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH OR BE BENT OVER A RIB WHEN RIB LATH IS INSTALLED. 7.10.2.5. SCREWS USED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS SHALL PENETRATE NOT LESS THAN 5.8 IN. (15.9 MM) INTO THE MEMBER WHEN THE LATH IS INSTALLED AND SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS THROUGH, BUT NOT DEFORM, THE RIB. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHAL L CONFORM TO ASTM A-1084A A1064M. WWF SHAL L LL BE LAPPED AT LEAST 6" AND CONTA IN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPOR TED ON PRE -CAST CONC RETE PADS STEEL WIRE OR PLASTIC SUPPORTS. S TOP REINFORCING SHALL BE POSITIVELY SUPPORTE D BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS &FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY THEY MUST FIRST T CONTACT THE ENGINEER OF RECORD C FOR WRITTEN APPR OVAL. 8. WHERE PROJECT IS TO BE LOCA TED IN KNOWN RADON GAS PREVALE NT AREAS APPEND IX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH, MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT H S G OU SHALL CONFORM TO ASTM C47 WITH MAXIMUM RE 6 AAGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5, GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BEHELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR lOFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED, AT A MINIMUM ALL WOO D D STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-S REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-0, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES I. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES, SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. I UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. FIELD REPAIR NOTES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT, DOWELS, DRILL A 3/W DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A 0 TW PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING L NG ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)1/4"x 2'A" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1112" BIDS SCREWS AND 15) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 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 FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. GUEE: REEZE\F�I�\\!li \Y CODE CRITERIA FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIR EMENTS FOR STRUCTURAL CONCRETE - (ACI 1 -14 ) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530�13) NATIONAL DESIGN SPECIFICATION Fl ATION FOR W000 CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL -201.5 EDITION 1. CODE REQUIREMENTS: IT IS TH E INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/0 CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR ]-JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FF SPAN **TL MAX 3/4" "** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) FPS R00 (PSF) ROOF 00 (PSF) ROOF (PST) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (pSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 50 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL ® HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30Fr ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT !s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 4O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+} 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 50 (+) 24.8 (+) 24.8 4 9 -) .1 1 27 -) 31.1 s Y 0 OS + 2 ( ) 3.4 (+) 23.4 100 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'•O" 16'-O" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND•BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS P-1 OPTIONAL PORCH GENERAL NOTES: BUILDER NOTICE: It Is the Intent of Designer/Engineer listed In the tttleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality Assurance Manager at 321.972.0491 immediately. No backcharges will be considered for relmbursement by the Deslgner/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made In accordance to the 1. ALL EXTERIOR WALLS E LOAD BEARING. SHALL BE ASSUMED TO B SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL, CONTROL OF CONSTRUCTION SITE KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED To, SCHEDULING AND SEQUENCING OF WORK, 10BSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER 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. terms of the agreement. AMS HOMES Of Northwest Florida (;LIEF: RED MODEL 1755 Fit CODE GUIVICOUNTY 5.�. UCIE BOCC SCANNED BY P,IJc i 4 2019 St. LucieCountV 5T. Lucie (aunty, Permitting C7 � Z _ ch W Z g Z In J N a Z g to CD Q) w Y 1 1_ O N p W E O0 m to Gnn E �Ln o xtu 0 mom 0 v x c ego � Q P $ a O 5 ♦ Affiliations: A n c E ♦ Consultants: T N N o rl N o _0 .-I " W � � N Qrn 1' li 19 155 � m� "�� Q R Gam° a w N� P-s.� �wz°'�z oo C F ED ZIP g gas Ee � e �q co f' � * s � rs� F •'fie a a m Y 0 Lit n m ♦ Builder: Y ]3OZ WFWNN..1EWWLLuo �+ J a I.L.Lu N Z ��wL U V J V 2 LL O w ¢ m � o Q O � O 0 N - o M t7 0 `o ♦ Job Information: E v N m n to 1..1� 0 rn W z00 >0) LU m M > 1q, 0) ;_ 6 zma� ~Q_IWZ)o �o P - Jm(J)U) 1")nLO ♦ I Revisions: 1 YV 2 3 ♦ I Model Name / Number: 1755 ♦ I Plan Issue Date: Monday, June 17, 2019 VI KA PROJECT NUMBER: 19-4245 Sheet: I Of: SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B +27.6 / -29.9 1 ( H ) +27.6 / 37.0 +26.5 / -28.8 1 ( V ) +26.5 / 34.4 ff M 0 M. BATH N 8' CEILING 2'-1" 3'-4" i i W.I.C. 8' CEILING i i -------- OD m Z W 3'4" X 4'-0" 4'-2" TEMP. FIXED GLS. WINDOW CNTR. ON TUB 3x4 SHOWER O Y N I MASTER BA. OPTIONS 4030 (1) PC. FIBERGLAS SHOWER IN LIEU OF LINEN CLOSET 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON TUB io - - - - - - - - - I I - - - - - - - I I I COVERED PATIO I SEE SHT (P) FOR COVERED PATIO INFO 14'-0" x 1.0'-0" 1 °? m I 12'-0" I 8' g" 6'-4" 12'4" I I O 25�SH DBOH T-07 2888 DBLO DBLOH EGRES EGRESS HOSE s" BIBB WSO DINING ROOM s2 BEDROOM #2 GREAT ROOM VAULTED VAULTED Y 8' CEILING 8' CEILING N 36" FLAT BAR q V ' TOP ON 341h" WALL,. 12'-l0.. ir1 17'-2" 3'-8" 2'$" 3'-1" 2'-5" 12'-10" 00 ti "- 4068. ^ --- - - R/SH - - - - - in , A 2668 INTERIOR RIDGE LINE ---------------------- NOTE: ---- - _.,1''' --- ------------ DELof oo w W BATH r!� 00to N w LOCATION OF ATTIC SINK rL. 3o po 00 p ACCESS TO BE VERIFIED 0 2668 a 0 BY BUILDER VERIFY LOCATION N 9,_4�� 3`6" I ° 8'-11" 5'-8" 2'3 6„ p o W/ BUILDER o o - ", � KITCHEN M. BATH �_ Z ---- -• SH - , .. VAULTED L 8' CEILING to m R/SH x z - - - -MIN. (pp Q N U ¢" ,ATTIC ACCESS; ,, MIN.22"x30" c'6' - o 3'3" 2'-1" 3'-4" 4'2" N � Z e-I W - - - 4068 2668 k.. 2668 �? 7'-0" L 2'4" L 3%6 3,_4" 4,-2« in FOYER 4' 10" ?4e a Z J) 9' O" CLG r. > z `v, 8 iv N J a 4 o Z N N in = w Z u7 M1 ch � I 26es z4s6LO in BEDROOM #3 BEDROOM #4 a HANsoN 8' CEILING i 8' CEILING' I O 36XA@FFLJ r 3068 4 LAUN. ; 8' CEILING q w/ (2) 1068 S.L. & 0 8' CEILING x ' w • o ' ' S-3 TRANSOM PER ELEV F42 " ' 13,_2„ = 9'-0„ - 11 8"----------- © a 9'-0" HIGH WALL 4'• RETU N R/SH �© ENTRY 2868 EGRESS EGRESS 10' CLG (ELEV "A") m 12' CLG (ELEV "B") O DRYER VENT THRU ROOF BW2 C2 W.H. a MAX LGT 35' 35 SH 35 SH o M2 r NOTE: BUILDER TO PROVIDE 12'-4" iv 4'-8" 1 APPLIANCE ROTECTION IF �' `v ■ ■ REQUIRED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS m■ ------------- - = m PULL DN. STAIRS ' i LOCATE IN FIELD 16" SQUARE Mz `22 1/2" X 54" MIN CD04 &CD22 COLUMN ---- --- - - - - -' S-3 CD04 ;9 s3 2 CAR GARAGE 7'-4" 8' CEILING 3" 7 25'4" 8'-11" 20'-8" Y m ?' LINE OF GARAGE DOOR 'In a ---------------- --- - -------------------• G.T. ('B" ELEV ONLY) SEE DETAIL MS03/S.1 ATTACHED TO CMU W/ 1 (1) JACK STUD W/ (2) ROWS 12d NAILS S12 STAGGERED @ 8" O.C. (HT74 NOT REQUIRED) S-2 HOSE ' i O BIBB 16x7 OVERHEAD 2,-4„ 16'-0" 2,-4« FLOOR PLAN SCALE: 1/4" = 1'-0" ELEVATION "All & ttBtt +24.8 / -27.1 I ( F ) +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED USTED 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 I R302.6 (table 302.6) If water based ceiling texture material Is used, Provide lb" gypsum board for 16" O.0 Framing, or 5/8" gypsum board for 24" o.C. Framing. Note 1h" sag -resistant gypsum board may be used I.L.O Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). R302.5.2 Duct Penetration. Ducts In the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a min Imum No. 26 gage (0.48 mm) sheet steel, 1 Inch min- imum rigid nonmetallic class 0 or desist duct board, or other approved material and shall have no openings into the 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 R302.7 Any accessible space under a stairway shall be protected with 1/2" gypsum board. 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 db a at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. Unless a safety barrier complying with R4501.17.1.1 through R4501.17.1.15 is installed Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation Is a floor -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 flinch -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. 1. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. .. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. !. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box @ 36' aff I. Porch Ceilings: (See plan for the following options) Option 1. Gypsum: 1h" exterior gypsum soffit board shall be attached to all framing members with 2x blocking provided at perimeter. The gypsum board shall be attached w/ Type "W" %'A" drywall screws at 8" O.C. In filled and edges. Option 2. Plaster Base: 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sid nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. SEE SHEET 3.1 FOR DETAILS AND SCHEDULES AREA CALCULATIONS 1st FLOOR 1760 S.F. I TOTAL LIVING (AC) 1760 S.F. I GARAGE 427 S.F. COVERED ENTRY (BASE) 68 S.F. COVERED PATIO/LANAI 140 S.F. TOTAL AREA UNDER ROOF 2395 S.F. w Z � �!/ Z o /W\ Z N� Q a �n V J� (D frTi p W o0 U rn0 aa-�m W r = y N Y sQ C N Q n Q P O ♦ Affiliations: A k / V ¢ ' ' +++ ♦ Consultants: m m N .i .NI amoaZ EJ J ,aoa"EEB'�ijn ' s-ga 5 ty ;qZo DJ Lry s 0c' Z. Zg.'No.i'sLLEwLU v INrNc "P6° �w re cr .6 � � ♦ J tl, m s Z rya`2 Q o �,. 20 �L :O„rj na ❑❑4 � r / Nji V 1 ♦ I Builder: a� N LIJ �Q U NO W LL Z C/1 �. = W "1 e m c O M � c I ♦ I Job Information: I rro N 0 W j N Z j °° OD w O M > d qt I­fc U J m 6 Q W Z) o J m w w L li ♦ I Revisions: 1 YV 2 3 ♦ I Model Name / Number: 1.755 Plan Issue Date: Monday, June 17, 2019 VT KA PROJECT NUMBER: 19-4245 Sheet: 2 Of: ". n nnnrt UCt. is a :.uw GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 8" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6%6 10/10 W W F, OR MINIMUM .75 LEIS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMI%ADDED TO THE CONCRETE- IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR FlBERMESH OR NERs}34 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER &TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. 70 BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. q CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 8 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL 101NfS TO 8E 1/8" SAW CUT A DEPTH OF I/4 OF THE THICKNESS OF THE SLAB. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. S PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 10 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED i0 AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibsl F1.0 1'-0" X CONT, 1'0' 2 N6 E.W. 50T. 2000 F2.0 2'-0" X 2'0" 1'•0' 3 q5 E.W. BOT. 7200 F2.5 2'[i" X 2'9' 1'A' 3 p6 C.W. DOT. 11000 F3.0 3' . $ , z 16' 0" 14' 6" 24' 2" Z _ 13' 6" �y 6" 6 Z 3 W m O Z ® ---------® to CD n , g M03 Y U12 6 ' FM03 3.1 `o M m ; W/8A PATIO AB -; SEE SHT (P) FOR COVERED PATIO INFO �� U doe o 0 EDGE w a m 5' 0" 3' 8" 8' 4" 7' 0" 1' 8" 3' 8" 2' 8" 7, 0" 5' 4" 7' 0" 3' 4" a �. _ Dom o FM 19 , i n C rOnQr FM01 a I FM01 Q o CORNERS 3'1 ; CIO ; 3.1 ♦ Affiliations: STEP DOWN 4" o ■ ■ ■ B D __________________________ _____________________________________________________ _______________________________ HOSE BIBB E ♦ Consultants: 31� o i �� ro �� a _ p , U) \�' � ' � €' W rn W ^ c I- SRSp l d ik ik ' G\O I _PBg al7N�^Z �LL pig U�mmo 4im , c 8a .4g U) �¢�pu yj N V EL m Q L�0 CD¢�ffiin5aa r ' v p O�T'� v $ w$. LL 3 z m y Z ' C1 CA , w`vay W LU me Wl",� a 32' 4" 22' 4" ,-�� a 66s s �t^" 1 ■ LLE q 1 •I Ya 9� `' SINK 12' 10" iyy �o�� TI'�'••......•' \�,0 '� 'ANU ' W/C ✓s/O w/TUB VERIFY F. DRAIN y #Cft Pk tt ► ,t,Le , ' r — T , 4 M i0 UW ,i ,TUB , , ", , ,n _ I �- •., co OJfn 1i 1 , i , , LAV �Vi i ,uD/W ilirr 11 m i ; i i • +� 'f„y i f — l i �:; ; 1I 1 LAV - 3 -J L _B_ PROVIDE CHASE - L.L. t--- ------------ / o .___ -—: FOR HVAC,UNIT CQa .-I I'url Ii\\Ili` , w ,ir -,i' N iir�1 '• ul ~ I I,, ;, I r HVAC i"1 '' 1IL III ,•� `i ILAV •�_--i= ILL - - J� , ___________ ,i i4. J ._____ .�. w `v ♦ Builder: �p 1, 10" 2' 11" 3' 0" 7' 0" M i i r W coW a Wv v oD , a I � � _ � Y N a „ LO 141 1, o , Ili UOC ' °O I— ------- ------ H o Q FM01 � , , „ W , , , i JiI � z a G 3.1 ri , , ,c w J ^ AD 00 w o i STEP DOWN 4" ------- I� FMll in E ~r 7 W IG 3.1 � y �/•� W SEE SHEET 3.1 1' $, 6, q„ o - a o W o 00 , _____________' m _�; N tai ------------------ ------ ---- ------------------------------- a o W p FOR DETAILS STEP DOWN 4" a ' ® (lJ ■ ■ ■ ■ O AND SCHEDULES ; zo N o z a 4, 2" 5' 2" 7' 4" 5' 0" 4. 4" S' O„ , d' 9' 0" , 11' 8" ° et vm� ---------- o ■ ♦ Job III rlfanna:ion: F9.0 ; v FM03 Qp I i ao 3.1 I a , _ I 25' 1" 8' 11" i U I i 2 o ■ C.J. LIB —r-- - --- - - - ----- N O cn W a N 3" VTR FM02 ' -dam, 00 i0 i0 I m W (U r) M ti ti C E 0) 2" VTR i FM3.12 I m co G3 i 2" R 2" VTR 2"VTR i i o i ` V J W o Ln LO TUB/SHW'R ' o E W/C ' � E �1V ^ ( FMOB , CHOSE K (2) #5 EARS 3.g (2) #5 BARS BIBS iS ♦ Revlslons: DBL SINK W/ IN F C. ' W/IN F.C. m 1 YV 3" W/DISP. _____ __________ ___ _________ ___________ m� 2 3" 3" ■ ■ ■ ■ 0 3 3" LAV n 3" LAV ♦ Model Name / Number. HANSON 2" TUB/SHW'R 2 4" 16' 0" 2' 4" 3" SOPT.HW - 1755 SHWR. "�' 34' 0" 20' 8" Yo 3" 2" 2„ 2„ 'g ♦ Plan Issue Date: W/C X 1755 PLUMBING RISER GRSL 54'8" PROJECMondayT NUMBJune ER: FOUNDATION ♦ Ka PROJ19-4245 FOUNDATION PLAN SCALE: 1/4" = 1'-0" c Sheet: /'� Of: ELEVATION "A" & "B" 3 F U. N PLAN -44 0 LEGEND 0 -INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(pM TOP BOTTOM BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6)-10d SP1 W/ (6)-10d SPF 402 STUD, (6) 10d PLATE STUD, (4) 10d PLATE BWg 16" (2) SP2 W/ (5) 10d (2) SP1 W/ (6)10d SPF 803 STUD 6 16d PLATE STUD, (4) 10d PLATE NO BW4 " 16 (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (6)­lOd 16" STUD, (6)10d PLATE STUD, 4 10d PLATE SYP 439 BW J16" (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 878 STUD, 6 SOd PLATE STUD (4) 10d PLATE NO BW7 12" (2)16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6}SOd SP1 W/ (6}1pd 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 (2) SP2 W/ (5) 10d SP1 (6}10d ((4) 6W9 12" STUD, 6 10d PLATE STUIW/ 10d PLATE SPF 1070 9W10 12' (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW 11 SP2 W/ (6)-10d SP1 W/ (5)-10d 12' STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 BW12 ()UDSP2 W/ )10d SPI W1 (6)-10d 12• , (6) 10d TPLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED UBLE 2x TOP PLATE TOP OF WALL_ SEE AN �` MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S.1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED, CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS IT PER PLAN / TALLER THEN 8'-0' SCHEDULE ABOVE F.F. SEE FOUNDATION - - - PLAN FOR MORE 2x P.T. W/ 1/2" 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 W/ SAME EMBEDMENT W/8d NAILS AT 4"oc SEE GENERAL NOTE48 BRG. WALL DETAIL IINFIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2X4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SIPS AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPl AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, 8W10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= OA48" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 42 SPF (4) -16d TOENAILS 0 E2] (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4' X 1 1/2' 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) - 16d TOENAILS 0 1641 (4) 2 x 4 SPF #2 D7T2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ASU44 W/ 5/8" ATR** G = 6665 SYP POST & (12) - 16d NAILS U = 2200 6 x 6 P.T. #2 ASU66 W/ 5/8" ATR** G =12000 C6 SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) - 16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** Cil 5.25 x 5,25 P.L. 1.8E Fb=2400 PSI HOU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 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" ATR 8" EMBEDMENT FOR 7/8" ATR S. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 I6" 0.131" X 2;6" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 'A" 0.131" X 3 'A" NAILS & TOP PLATE 12d 0.148" X 3'A' 0.131" X 31/4" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 3 %' 0,131" X 3 i/4•' (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N,O. ON ROOF PLAN. EACH SIDE. (2) - 1 3/4* x 11 7/8" LVL CONNECTION: PROVIDE (2) M5 2.0E Fb=2600 PSI, NAIL BEAM TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS 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) - 1 3/4" x 16 LVL Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) OBM52.OE TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS 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. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #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/ 1/2" FLITCH PLATE THIS SHEET HS (2) - 1 3/4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 7 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - 3'-11" (1) (2) (1) (2) 4'-0"- 9•-0" (2) (3) (2) (2) 10'-O" - 16'-0" (3) (4) 1 (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 LINO ON PLAN 3- IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 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. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF. SEE PLAN m wx z I N I 16" I (2) #5 FM01 I SINGLE STORY FTG REINF, SEE PLAN _F.F. 8 (1) #5 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8" OPTIONAL CURB FOR F F_ VARIES MASONRY @ ELEV. O'-0" W/ (1) - #5 BAR CONT. • ''-' t 1 REINF. N [ W/ (3)R O" #5 CONT. SEE PLAN REBAR 1/2"=1'-0" 1 FM02 I SECTION @ GARAGE (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. SEE PLAN # 5 REBAR 1/2' = 1'-0" 1 FM03 I THICKENED EDGE I 1/2"=1'-0" FM08 I 2-STORY FTG. 1/2"=1'-0" (*) 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. GAR. FIN. FLR. -" ( 4" 16" 4" ALIGN DRIVE W/ BOTTOM OF v i.I.' (2) 95 REBAR RECESS &PITCH DRIVE N • 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. 2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W/ (3)- #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2"=1•-0" FM10 INTERIOR BRG WALL 1/2"=1-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W(3) - #5 CONT. FOR MORE INFORMATION) -ttH A.=ri- N ei 4" ♦ 16" 4" - 2-#5 REBAR FM11 I STEP DOWN BRG. SE;4H 1/2" =1'-0" 1 FM12 I STEP DOWN NON BRG. 1/2' = OPTIONAL CURB SLOPED GROUT SEE PLAN _ OR MASONRY AT TO DRAIN 4"x 4"x 16" °W SEE PLAN ELEV. 0'-0" WITH CURB 0 N - TYP. SEC. (1) #5 BAR CONT. _ (G.C. VERIFY) co _, _ •I Z F.F. REINF. � i0 F; • - _ _ - _ _ (SEE PLAN) 2 #5 CONT. INSTALL LINING_ x - w ci 2 #5 BENT BARS W/ MATERIALS PER _ MIN. 25" LAP SPLICE too FBC-R P2709.2 - ' MUDDED FUR. 16" SLOPED TO DRAIN k MIN. 7#1 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2"=1'-o" FM 18 TYP. STEP FTG. DETAIL ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. CONTINUOUS AROUND CORNER #5 FINDONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FIND. FOR MIN. BAR LAP OF 25" QUANTITY � I #5 X 25" X 25" CORNER BAR ONE cw 'E FOR EA. HORIZ. REBAR, TYP. U.N.O.] #5 REBAR 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 NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b l STORY b 2 STORY IN STEM WALL 0'-0"-2'-0' 8" SO" 16" 20" W/ (2) #5 BARS <674# 6%8" >2'-0"-3'-4" 10" 10, 20' 24' W/ (3) #5 BARS 674# 5%4" >3'-4" - 4'-0' 12" 12" 32' 32" W/ (4) 45 BARS 845# 4'-0'& >4'-0" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT . 1162# 2%8" #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL a SEE CHART ABV. -MAX. F.C. o d SPACING (QC.) N A W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HCRIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR # STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED TO 6: EA. VERTICAL REINF. B FIN GRADE-8" MIN. TO TOP OF STRIP FTG. a COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FIG. W/ QTY OF 3'MIN. COVER REINF. PER SCHEDULE d (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND VERT. F.C. ASV.. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #9 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK +1a' FILLING IS TAKING PLACE .C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" 16, n * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4',0' . TALL (TYPICAL ALL 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. *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED, S. R.403.1.4. MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS Lo W z Z � 1/ Z v ILn N 6 O w D2 N amFE °u fQ V w� y °i rrd - d - ON 0 x �Q$rn $� Lw $ate Q � � d Affiliations: ♦I Consultants: co LO ro lV G ryry ca g ti 4k ik F- � JJ QmN�Z LLLL 9$�3 S, ' m=C'S�g O> o Xa� Q W N g � J' � LL Z_ a _; 2 Z cl UU`33 > rtl y2 0' `Fk/ U, q h M 'C ag o LL� yq;U 4b � .� 000 IV I Builder: 1 gII C4 w _ �a U ao LLI W �yno N Z F c W S 02 O DMM M t=Ii e ♦ I Job Information: y N O .J IMMMMMMMM W Z j > N DD 07 w o o m / 14 r E f6 O1 z a aV m - 0. J J m L L J Z) w U) o Lmn L2 Revisions: 1 YV 2 3 Model Name / Number: 1755 Plan Issue Date: Monday, June 17, 2019 KA PROJECT NUMBER: 19-4245 Sheet: 3 Of. SCHEDULES & DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1,760 x 3 = 5,280 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 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,830 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 23,830 HVAC 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 23,830) = 9,532 + 100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 39,532 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 LOMTION OF BARRIER TOSS I MIN mow or MECH.ORAPP. WHEN REOJIKD MIN 7IM"DIA. SON 40 S FEEL PIPE GALVANISED WATER FEAS�TER ryryMOTECTION IGYG5,4CISJ MN. 4" NA. SOH.40 STEEL PIPE FILLED W/CdNCRETe FOH (l49 (4)Yf'.4W ME E A A NCHOR BOLTS wI ,T, WATER HEATER PROTECTION MIN.. MA%. T" EMBEDMENT Tw Or SV,9 z u STEELWaABE PLATE N I u v l � IOI ' IFS I "�14"MIN, DAMETER Tx• ' SECTION A -A MT INGTE FoonNo FM24 I PROTECTION BARRIER N.T.S. ASSUMED EDGE OF WALL 4 ro 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. -----——-—-—-—-—---—-- WP GFI I J1 BIBB SEE SHT (P) FOR COVERED PATIO INFO W/ COVERED PORCH OPT. ADD CLG, LIGHT LOCATION CENTER OF PORCH AREA AND BRACE FOR POSSIBLE FAN PRE -WIRE INSTALL FAN BOX PREWIRE \ I I I \ \ INSTALL FAN BOX PREWIRE Q- FAN CM PNWIRE ----- GFI ,x \ GFI i l�`l/ CIRCUIT GR I I \ _ 7 FOR MICRO GFl I 1` \ FOR dFI I /' ®9— ATTICGFI II 1 dt D/W �. I I ELECTRIC ' EG FI IF RE 'D BY CODE \ I LGFIl, FIx. o t�o CM I o GFI INSTALL FAN INSTALL FAN I,.1 BOX PREWIRE � BOX PREWIREIIIL...........1111 I GFI1 , I , DOOR I , 220 O BELL /-------------------------- GFI , WP GFI CO 220 qp GFI 42" AFF W.H ATTIC ELECTRIC IF REQ'D BY CODE_ w V w NOTE: a U LOCATION OF METER AND PANEL BOXLu COACH IGHT , \ (_ TO BE BY BUILDEfj. IF NO GARAGE SERVICE w DOOR IS PROVIDED A DISCONNECT SHALL I \ BE ADDED AT METER LOCATION. 1 GFl@ 42" AFF \ � GFI 1 FOR GARAGE \ DOOR OPENER ._--_-__________________________________________- I , I , \ I I I I I , I I � I ` I I NOTE: \ KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN ' POSSIBLE. REFER TO ELEVATION , \ FOR TRIM. Y -- �- COACH LIGHT - — - — " COACH LIGHT 0 g'm W 3 J w5> BIBB ELECTRICAL PLAN SCALE: 1/4" = V-O" ELEVATION "All & "B" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2' AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4, ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FSCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 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 W IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND & SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ 12 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT $4 FOUR-WAY SWITCH FLOOD LIGHT $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE U�-D-cF--0 TRACK LIGHTING SCOUNCE ( WALL MOUNTED ) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 4b 110 VOLT SPLIT SWITCHED OUTLET It GROUND FAULT INTERRUPT ' w g DOOR BELL CHIMES (t WP WATER PROOF W/ GROUND FAULT c=.1 220 VOLT OUTLET @-- DOOR BELL I*) SPECIAL SERVICES OUTLET D0 P DISPOSAL TV T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® L.E.D. DISC LIGHT ® WATER PROOF RECESSED LIGHTING J O JUNCTION BOX THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 160 OR 200 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMNI. 200 = 210 COPPER OR MO ALUMN \ / IN 2" CONDUIT METER UNDERGROUND SERVICE BYE POWER COMPANY It 14 COPPER TO LIGHTS AND OUTLETS 'CAL (STEM J G ATION ELECTRICAL RISER DISCONNECT INTERS BONDIN TERMIN MAIN DISCONNECT 150 OR 200 AMP #12 COPPER TO APPLIANCES AND GFI # 10 COPPER TO WATER HEATER 7#4 GROUNDING WIRE WITH CODEAPPROVED CLAMPTO EITHER #BCOPPERTO RANGE # 8 TO HVAC a) APPROVED GROUNDING ROD W/MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. U Z � Z g Z c N J m °- 8 Z � t/1 0 w I, N o O w E2 y t/7 C m F E i U ao m ~ C N Y �Qwo oW rn a� a c 1R Q F: v � a d Affiliations: 3 A r �\\ 1,7 / B D EConsultants: A N o kY'i �_ry H 8a�Ci ik # Bp�g QONOIZ LiLL o$Uw w c Z9$aa�z � y ew p[�y2 3C C why. E�W�E�z �0 c wI°tiL F CD 0] 9�aAe cDMMS < mw 9u ° c s- A I -A LL� ❑ ❑ 46 w {{{pm N Y w S 2 ro Builder: N $ W CD 0 3N W_ c 0 "' U 0 = z ao N y J E N W v! m G ~ N F 0 Q J 111 o 8 ' W p V � � J O 0 O o"o O O Z M a c ,0 V Job Information: ca ca o +� O ` N (n � w < I— j N OD LLJ o m ro n C _E N > d FL 2 J W m o .I W VJ V/ LM Li 0 o Revisions: 1 YV LLo 2 0 v 3 Model Name / Number: 1755 N N � KPlan Issue Date: c Monday, June 17, 2019 VI KA PROJECT NUMBER: s 19-4245 A 0 Sheet: 4 Of: LNL W ELECTRICAL PLAN A NAI`.. tlj�( 10 1,1 TOP OF BLOCK COLUMN DETAIL SCALE: 1/2" =1'-0" (2) 25 SH r 48" OFF RIDGE VENT (2) 25 SH LEFT ELEVATION "B" SCALE: 114" = 1'-0" TOP OF BLDCK ROOF LINE WITH "C" ELEVATION 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48" Off RIDGE VENT SEE SHT (P) FOR COVERED PATIO INFO 2868 PATIO DOOR (2) 25 SH M _ FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING TOP OF BLO WNOW HEAD NEIGH _ ■ o LITE TEXTURED DECORATIVE CEMENTITIOUS COATING co 0° �o 25 SH FIN. FL- - _ REAR ELEVATION SCALE: 1/4" = V-O" VENTILATION CALCULATION I = SF / 300 / 2 * I" = net sq Inches of venting needed equally for Intake and exhaust •oducf provides 4.12 net sgin/sf !nt provides 18.00 net sq in / If a vent provides 138.00 net sq in / sf igdistance - 1.33 ft Total needed for exhaust for upper 1/3 5751 net sq inches Total needed for intake (soffit area, lower) 5751 net sq 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 Feet of Soffit needed SEE SHT (P) FOR COVERED PATIO IN ■ 25 SH RIGHT ELEVATION "B" SCALE: 1/4" = 1' 0" CEMENTITIOUS COATING JwIL11I .a -11 1 �11,TRANSOM ABOVE FRONT ELEVATION "B" SCALE: 1/4" =1'-0" n TOP OF BLO Z . _ y u- M M O W O C m ` ,� c UMW E \' ro ? m 00 V ro U mD 0 " M ' � U 0 9 Q�� 6 ♦ Affiliations: A fl = / BD. ' t ♦ Consultants: c � m O 6 W o d A'd S gu bu c F m E IN. FUR,_ LLj w � L m� U MN `a@ L N•GcGxx ¢o fliQU' 41 ��ao. Q WLL a'.�rn Zg� 0 z W+�§wgii, QW ♦I Builder: Q � 3� N W �a U IL c w X —j NO W L LL o W LL.m C O � S M t;7 e ♦ I Job Information: CID li N OW zCN >00 w ��� ���_�9 � z J co�'L Q W � 0 .__I m Vi 0 LMn li ♦ I Revisions: 1 YV 2 3 I ♦ I Model Name / Number: I 1755 Plan Issue Date: Monday, June 17, 2019 VI KA PROJECT NUMBER: 19-4245 Sheet: vs Of: ELEVATIONS-B SEE DET,. TB03. G.C. TO PRI BLOCKING' W APA RE FOR SPAN 1 7/16" OSB SEE DETAIL 20'-0" MAX W Q CONTINUOUS BOTTOM CHORD < BRACING 2 X 4 MIN. SEE DETAIL TB04- BRACE SEE o IVIDE DE DETAIL TB01 a 0 COMPLY :OMENDATIONS _ In IATING OF _ _ o TB03/S-4 Nt Q _ _ _ w� 4 Q a Q O � � JEQ * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32- IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIPIl ECTIONS EQ. l TOP & BOTTOM CHORD GABLE END BRACING @ -/ ' 4'•0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 1/8"=1'-0' 4Fr. L/ L------------------------------------------------------------- I 1 4 FT. 1 / OI O I / O 1 2 I I L------------------------------------------------ 5- I 1 1 0 FI;. 4 Fr. 2 10 5 FI. 4 Fr. I ' I I I 1001 0 `.2 O I .I I 4 Fr. --- ------------ ---------- -------------- 4O O 1 Fr. O O 4 Fr. O ROOF NAILING ZONE DIAGRAM O NAILATBASE 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. WADI COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT W O.C. W/ Sol COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 411 O.C. ON EDGE AND 4" O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER SHANK NAILS) NOTE. W/ Bd COMMON NAILS @ 4" O.C. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD MEMBER IF GABLE END (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131' X 21/2" DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8'. STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8' SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 1 3/4' STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB EXPOSURE IT (2)- 2x TOP PLATE 15/32" OS B BEYOND EXPOSURE 1 SHEATHING cucerwnln I PROVIDE BLOCKING AE REQUIRED PE SECTION X-X NOT FULL HEIGHT SHEE 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 1/2" I = 1I - - l i-= T = II I I II II SOLID 2x BLOCKING @ALL = w SHEATHING N y1i EDGES(SEESECTIONX-X)III III III OPENING III II _ir III I II II III III II III II II III II II II II II 2x STUDS W w BEYOND. M I II ;III III III I I II II II II II III II II SEE PLAN 0 Jul I I II I III II II II I •Lt: 2x4 P.T. BASE PLATE BEYOND SEE PLAN J C, �G i ~aOON O W m O � F � t H Nwnr LL X M AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S CONNECTOR SCHEDULE FOR: ADAMS HOMES'-1755 ELEV S W/30' x 14' Lanai TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTORID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING Cl-05, E7, H7 L/R -473#or less HETA16/PER TRUSS MFG 1810# IS) lodx 1-1/2" CIL-C3L, ESL, H5L L/R -399#or less H2.5A/PER TRUSS MFG 500# (10)ad (9)lOd x11/2' A01-A04, All -A14, DOI L/R -809#or less HETA16/HETA16 1810#/1810#. (9) 10d x 1-1/2" A05 -A09, B03 L/ R - 822 # or less HETA16I H10A 18109 1340# (9) lod x 1-1/2" I 1-1 2" (18) Od N / wl-w2 L/R -765 #or less HiOA/H10A 1340#/1340# 18 Lod x 1-1 2" ( ) AID L/R -2170#or less (2)HETA36/(2)HTS20 2035#/2900# (10)LOCI x 1-1/2" (48) IOd X 11/2" - A15 L/R -1988#or less (2)HETA16/(2)HETA16 2035#/2035# (10)LOCI x 14/2" (10) 10d x 1-1/2" (9) 30d x 1-1/2" B01 L/M/R -677#or less HEIFA16/H1OA/HETA16 18304/13404/1830# (18)Lod x 1-1/2" (9) 10d x 1-1/2" (9) Lod x Id/2" B02 L/M/R -SS8#or less. HETA16 / HETA16 / HETA16 1810#/I810#/1830# (9)10dx 1-1/2" (9) 10d x 1-1/2" D02 CONT. -142 PLFor less NAILED. 330 FILE (1)16d@4"D.C. PER DETAIL GEOI./5.-4 A10 SUPPORT COLUMN C2 R -2170 #or less HTT4 3000# (18) 10d x l-1/2" 5/8" ANCHOR. BOLT W/7" EMBEDMENT TRUSS MANUFACTURER: RFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEET 6/11/2019 L=LEFT, R= RIGHT &M= MI DOLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAWINGS. ALL CONNECTORS ARE SI MPSON PRODUCTS TRUSS LAYOUT "B" SCALE: 1/4" = 1'-0" SIMPSON- CONNECTOR SCHEDULE Vol 116 LAW-SCS USP- CONNECTOR SCHEDULE AARK TYPE CONNEMM&FA9TENEe3 WE SIP CONNECTORBFASTENERS SPF GYP OFRAMETO HETA1Bw/(9)lWXIIWOR HTN6wl(10)IDd. llZOR MASONRY HETA20WI(B)10d&11/Y' 1775 1810 H-A23W/(10)10dx111'2' 158E 181E 0 B FRAME TO FRAME H2.SAwI 0)Sd NALS ( ) 535 Goo RT)A Wl(I O)Sd NAILS 565 370 ©FRAME TO HI0Awl08)Wdxl1a' 101S 1US RTIMW(17)10dxl 12' 1160 1300 FRAME H10A.2wAl8)10dx112'ATYpLYTRUS6E3 1070 12Afi RTib2w/(16)l0dx1 lWAT2PLYTRUSSES 975 11.00 OMAINE TO MTS12W(14)IWXII (A EXTERM MTW12wA14)lWxl 12'(ATEXTERIOR FRAME LOCATION NCWOE 813P. TOENNl3 eB0 1WU LOCATION INCLUDE 312tl TOENAILS 1005 1-BS O FRANC TO MGT w/(22)10d VNLSANDSWA.T.R wl12' MUGT15w/(28)lw NAILSAND5R'AT.R.w/ MASONRY PMSFl3MENT w/91MP1Z'ATS 33a3 3856 EETEPDXY 12HT810 OME)10d. 3930 4486 O FRAMETOLOCNININCdxi1/2(ATEXTERIOR SpIOY 112'(AT EXTERIOR HTWADO24NLUD FRAME LHTS2IONINll0d.I )12tl10ENR 1245 1450 LOCATIONIMI0dxlI1,2'(TEXTII9 Iliad 128E 1530 O FRAME TO 121 HT620wNINCLUDE ICI FRAME IpCATONINCLU0F I6)12tl i0FNAlIS Min 2490 2900 LOtl'IlnTOENAILS (EA) LOCATIIONI LOCATION ING ME S12C TOENAILS EA 25M 3063 FRAME TO HGT.2 w D M10d NAILS AND (2) MB"A.T,R. HUOT2 w(I 6)I Sd NAILS AND M 518"A.T.R. pO MASONRY w/12" CMWDMENT W SBMP90N'8ET' 618E 10980 wl 12' EMBEDMENT w SIMPSON'SEP /me 0790 MOW(M"%3 FOR 3'P1 Y) EPUXY IHUOT3 FOR$FLY) FRAME TO PG IRw/(18)IN- x]'am MOD SCREWS SPUR W(12) W33 WOOD SCREWS ARID 0 MASONRY AND (2) 10 x 5" TITEN HD ANCHOR BOLTS wo 6000 (4)W'x 8"WEDGE-BOLT 36M woo FRAME TO (2) LGT2 W(32) led SINKERS 8(14) 3720-M 4300M (2) LLIGM wl(32) led SINKERS e(10) ]I00-M 310DN J2 MASONRY; FRAME 1/1.21/4-nrsN a PLY TRUES) OR(28) led SINKER& FOR FRANEC(a) 3570f 4100� V4-x S'WEDGE-BOLT (2 PLY TRUSS) OR(34 led RNKCRB FOR FRAME (EN 3800P 4520F O FRAME TO (2)IGT3 w/(24)114'x r WS 9CRFWS &(a)SAY "x 4730-M 657DM M LUGT3 w'(24) 114' x 2 W" WS25 64" MSDM MASONRY; FRAME 5" TITEN(2 PLY TRUSS) OR (52)18tl SINKERS FGT FRAME (EA) 6310-F 137PF SCREM&(4)3rSx5'WB(2P'-YTUUSS) OR (56716d SINKERS FOR FRAME (EA) 6480.E 7710F O BEAM TO HWI0 On HLC410 WI18 ( )1od 8(10)tOtl G#2680 H04100PF H0410NAILS 8)16d 8(1D) 10d GN2540 PFAM NAILS UXi BB6 NAILS UXIBW OBEAM TO I M410 OPT HlJG10w 1 (NTTEN D#4600 Hod 1Mx3" MASONRY L4'x29M'8 DO)10tl NA&6 U#1800 WEDGE.BOLT&1(10) tN) WEOOE-BOLiB(10)IOd NNL6 Ul U#1905 © BEAM TO MAEO Y; HU46OP7HUC48M(0)lGr NAILS& (12)1l4'x2yPTITEN(IOMAS.) GN1640 GOODS HD49OPTHU40W,(6)' MNAILSB GXIB90 GItSON FRAME ON(12)l6d8(6)l0d(AOn FRAME) U#BBO SYP-F UNI135 SIT (12)IH'x2W'TAPCONS(TOMAS) OR(12) MR(8)l0d(FORFRAME) U#1149 SYR-F U#I140 SYP-M (21 HE7A16 On (2) HETA20 2035 2035 (2) KAI6 On (2) HTA20 1585 1615 O MAWNRFMM7O MASONRY I PLY W 00) tad x A la. OR 2600 250D 1 P'_Y W(I0) 1w x 11/P OR 3170 W30 2.PI Yw'(12)1S, 2.PI Y W(12)l6d HTSM16 WJ(all W NAILS AND (4) 114-V 1/4" 1010 1175 HTWVlfi a/(8)1Ld NAILS AND (4) 1M'k114- 1145 1225 FRANETO TAPCAMS WEDGE -BOLT O MASOISiY OR HF6M20. It 0)I Old NA LS AND (4) IN"32114' OR TWM20 wl(10)10d NAILS AND (4) 1M'k114" TAPCONS 1010 1175 WE""OLT 1146 1225 OFRANETO H106 w/(8) ad xt l/TNNL6 AND (2) 98"x4' UoT1 w(8) 8d.11/Y'NAILS AND (2) MASONRY TRANHD 915 108E &WM-WEDOE-WLT 8B! 106E FRAME Tp DTT22 wl(8) 114'x1la' EDE WOOD DTR-T2 W? (a) 10 x112• WSI5 WOOD O MASONRY SCREWS AND (1) 122A.'rA, EPOUEDW 1836 2145 SCREWS AND (1) 1/T O A.T.R. EPDXIEDV - 133E SIMPWN'6ET(SEENOTES4 61MPSON'6ET'(SEE NOTE p4 HTT5 W 120) 18d x2 i2"NAII S AM (1) 5;9'7 HTT45 W(26) 16d YI 10'NAII S AND (1) ROFRN#ETO MA6ONRv A.T.R.EPDXIED wI SIMPSON"SET' 4375 5090 5l'0A.7.R, MJXI==O W SIMPWN"SET" - W05 (BEE NOTE p4 BEL (SEE NOTE qO BELOW) HTT4w,(18)1Bd 212' NAIISANO(1)6'8.2 HTT45 w/(18) led la NAII 3 AND(1) OMASONRY ATR. EPDXIED wl SIMPSON •gET" 3540 42M &%'NA.T.R.MOXI-cO WSIMPNOWSET' - 41UD (SEE NOTE X4 BEL SEE NOTE #4 BELOW) TO FRAME ET AME H109w/(24110dxl VCNMLS $70 1010 wGT1 w1 PSI Rd M In -NAILS SEE IDDS OFRAMETO HM9KT wl H)IN"xl 12'Sol WOOD RT10M .1 (9) 10d x 110 NAILS& MASONRY SCREWS&(a)114.4 IFI"TAPCclNS 805 805 (4)1,4'x 13/4'TAPCONS 139E 13&5 OFRAME TO '"( ) WOW SCREWS& MASONRY (1) 5B'0 A.T.R. EPDXIEDWI SIMPSON "SET" 3555 4940 W 12" MIN. EMBEDMENT OFRAME TO (2)VO7 wl(32)IM"a''606 WOOD WRONG MASONRY &(2) MPS A.T.R. EP(MIEO w' SIMPSON 5175 718E 'SET W 12- MIN. EMBEDMENT VGT WI (16) IN-WWS WOW SCREWS 8 FRAMETO MUp115 N(ZTS&(1)S &IITTR vtl RB) % HDUASDS2.5 w/IIO)1) EV i ATA. YA70D 3286 4568 - 4180 FRAME SCREWS 8(1)518'B A.iA. 'Otl NAI'-S&(i)Sl8'H A.T.R. FRAMETO (2) HITS.(W) 16Cx21Y2°NNL6& O (2) HR40 wl (52)18tl'# I2" NAILS FRAME (1)5;5'B A.TA. (SEE MUTE IM) 431E 5090 &(1)61B'C ATR. (SEE NUTS M4I W� ncuCGINECI ALL FLOOR TRUSSES IOINIERION BEPFONG WOOD WALL91 BEAMS W I412tl10ENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ME PROVIDED BY TRUSS MANUFACTURER, U.NO ON PLAN. 3 O.C. MAY USE EITHER SIMPSON OR USE CONNECTIXJ9, SEE FRAMING IRAN FOR CONNECTORCALL MT. 4. FORSNOLE PLY TRUSSES. SCAB ON FUIHCISHT SYP XI 2'W TO TRUISM VERTICALWEDW(2) ROWS OF 10d NALSQ 3' O.C. STAOGERCD, 5. MINIMUMAT.R. FMRMWW:S"EMSFDMENT FOR V2'A.T.R.0" FM8FDMENT FOR Wr A.T.R. C' EMBEOMFNTFOR7/6' AIR QFATSTFP, DEPTH IS FROM LOWER SLAB). 0 MNINALCONNECTORUNOONFRAMINOPAN 1. CONNECTION FOR ALL ROOF /FLOOR TRUSSES TO MASONRY WALLS/ LINTELS, ICE WALLS (MOON PLAN 2 CONNECTION ATW OR 3 0.0, PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS BEE DUAL FS13103FOR MORE INFORMATION J. CONNECTIONFORALLHIPJACK(CORNERJACK)IOM ONRYWALLWICFWALLSAINIEL3 4. CONNECTION FORALLCONTINJMSRNBOARDTOTOPOFMMMRYAT32'O,CMM.w/(2)ATEACH CORNER.G.C.TOVERIFYLMA'IONDMSWTCOWUory iI(IFAPPLICABLE)IAWM 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WAIJBEAMS w/(2)12d-ONNLS BO MNIMAL CONNECTOR UNO ON FRAMING PAN CONNECTION FORJACKTRUSSTO WOOD WALL OR BEAM © MNIMALCONNECIORUMONFFAMING PAN CONNECTION FOR At I TRUSSFS TO INTPRIOREXTERIOR BFAFUG OODWALLS ANOIOR REAMS ROOF FRAMING NOTES I. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 1/2" COX (4 PLY) PLYWOOD, SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 a C.M.U. OR ICF WALL /III°� SEE TYP. WALL / LL Jx2 MIN. P.T. FASTEN TO C.M.U. W/ 1 1/2- LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL @ 12" O.C. REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST -�-METAL DRIP EDGE �2 x SUB -FASCIA ALUM FASCIA 2x BLOCKING NAILED TO TOP CHORD OF EVERY OTHER TRUSS w/ \ (2) 10d NAILS AS SHOWN `CONT 2 x 4 NAILED TO BLOCKING W/ (2)12d CONTINUOUS VINYL OR ALUMINUM SOFFIT 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" Z Z Z o iry k Z 10 ''a^^ V n ,�wP� w �1/ M Q Q _ O F- O w N c Eb O Ul N E � N mg 0 0 �_ V U o0 W m O LL"T N a ° 0 6 C3 C Q G ♦ Afninations: 1 B W. ♦ Consultants: 0yp u) gm 'C �v_ 6 � q Fo.IH r pNp 4C RF �8�mg 01 N N ry V 1 s a cg-off w 4 d W mg; �C7a'�=� a Z -0 $E � � E N�NA.4OL�,� Eb-W1 �rn O LO °Egomg F S ri TD W I♦I Builder: I 3� N w_ �Q U CL o � LU J W1, m W O r�r^^ VJ W z L6 Z O O ^^ M (FS c ♦ ( Job Information: O t0 Tn F W Z j N DD 00 W mom > 11� r c E V z ��cm a 2 _ 0JLLIZ)o� J W () (/) Ln LUL ♦ Revisions: 1 YV 2 3 ♦ Model Name / Number: 1755 ♦ Plan Issue Date: Monday, June 17, 2019 ♦ KA PROJECT NUMBER: 19.4245 Sheet: 6 Of: ROOF PLAN - A MIN. rv,saa° xlrr cLeaa c.H.u• •• Y .'' GRQl+ �� re aaP4P aT PMSd1 � - O OF LNT,_ %hY TY POT-om Faffi C Ti'8'ACTW.4 FRO'YOsv N L TEL rv4 "I NOPIN4 WIDTX D" TYPE DESIGNATION IF F.gL L:TX ORCV'/x. WF -1 n TOM A A e�.nw Al eO'ton 0= LiT OA.ITY SFI6-i�/1T xGTIIm4 WG-X `m4XTTT OF W,NO'IINAL H4`1_ . A' TW MATERIALS 1. Tc precast lintels = 3500 PSI, 2. Tc prestressed lintels = 6000 psi. 3. To gout - 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units(CMU) par ASTM 090 w/ minimum net area compressive strength =1900 psi. 5- Reber provided In precast lintel per ASTM A615 GR60. 6. ReM mbar Per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Pmvid9 full mortar head end bad joints. 2. Shore filled imeis as required. 3. Instalisdan of Iln:el must comply with the architectural and/or structural drawings. 4. Untels are manufactured wah 5.1/2" long notches at the erds to accommodate vertical cell reinforcing and grouting. 5. All Ilrtels meet of exceed L/360 vemoal collection, except Instills is 17'd" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom fad added reber to W located at the bottom of the Wei cavity. 7. T/32" diameter wire stirups are MIded to the bottom steel for mechanical anchorage. S. Cast-Implace concrete may be provided In composite lintel in lieu of comeretA masonry units. 9. Safe lead ratlngs based on national design anolyals par ACI 318 and ACI 530 10.L Intel min. depths are called out on lintel plan. If contractor INstalls a deeper Intel than Indicated ated on the plan, doing this Increases the s"oOf the [Intel and is approved without engineering laver, if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing- Exception: Safe ideate for unfilled lintels must be reduced by 20% At Waring length Is less than 6-1/2". Safe loads for all recessed IiMels based on 8" nominal beadng. 2. N.R.=Not Hated. 3, Safe loads are WWI superimposed allawable bad on the Section speckled. 4. Safe loads based on grade 40 or grade 60 held racer. 5. Additional lateral Toed capacity Lin be ObtWned by the deeg,wr by providing Bddional reinforced masonry shave the precast lintel 6. One #7 rebut may be substituted for two #5 rebers In 8' Ilntdis only, 7. The designer may evaluate concentreted loads hem the safe load tables by calculating the maximum residing moment and shear at d-aWPY farm the face of support. 8. Far composite lintel heights rot Shawn, use safe load from next lower height. 9. All We loads In units of pounds per linear toot. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 WA6)- 10d X 11/2 /--SP6 OR BPS FOR 2x6 AND 2x8 WALLS =d 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELLfI " W/30oo PS,I. CONC. W/1 #5 RESAR WRT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2'x #2 SYP/SPF P•T. W/ (3) 1/2' X 8" "J" BOLTS OR (3)1/2" X6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 71W HILTI TIX-DNI NAILS LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES Model 1755 Bw/10' x 14' Lanai - 8'-0" Plate STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 4'-4" 5206 649 2362 391 8RF14 - 1B / 1T 2 17'-4" 950 152 405 143 8F16 - 1B / 1T 3 7'-6" 2661 652 1624 391 8F16 - 1B / 1T 4 7'-6" 2661 1390 1624 1085 8F16 - 1B / 1T 5 4'-6" 6113 168 2707 101 8F16 - 1B J 1T 6 41-611 6113 1388 2707 994 8F16 - 1B / 1T 7 5'-10" 4360 1388 2080 994 8F16 - 1B / 1T 8 5'-10" 4360 660 2080 376 8F16 - 1B / 1T 9 7'-6" 755 563 506 283 8RF6 - 1B / 1T 10 4'-611 6113 168 2707 102 8F16 - 1B / 1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) PRECAST "U" LINTEL w/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R r'? ? 10• ANCHORS ITYP.) REBAR ON BOTH SIDES OF OPENING U.N.O. STD. 90 ANGLE 30000 P.S. 00 P S S. CONIC. W/1 #5 DI REBAR PROVIDE KNOCKOUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) 95 BAR FOR ALL WINDOW OPEIi S'�" AND LARGE Lr B'x8"x1 CMU U.N.O. .. , .. GROUT SHALL RE FLUSH WITH TOP OF WALL STD. 90 HOOK aW� ypa N � Vl LL -SEE FOUNDATION FOR LOCATIONS PLAN MS01 I BLOCK WALL REINFORCEMENT N.T•s• - 2x BASE PLATE SEE PLAN FOR MORE INFO TYP. BO Di BE 0. DNTEL BEAM: + �� . ] 1 COURSE LINTEL I I I Ir UNTEL BLOCK FILL W/3000 P.S.I. BLOCK W/ 1 # 5 NON SHEARWALL SEGMENT CONIC. W/1 45 DIA. BAR & 3000 PSI REBAR GROUT, MIN. 25" LAP (ACI 530) INDICATES RULED TYPICAL SHEARWALL SEGMENT CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL: FILL BUN- CELLS WITH 3000 P.S.I. GROUT ONE #5 gr LOCATIONS SHOWN ON THE FOUNDATION TYP. DOWEL 25" CONC. SLAB SEE PLAN AND FLOOR PLAN. MIN. LAP (ACI 530) FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO Ad HE TOP OF SLAB 20" MIN. LAP #5 REINF. BAR 0 OR #4 REINFORCING '9•. BAR 43 & #4 LAP SPLICE „ P #5 STD- 90° HOOK #5 REINFORCING BAR . #5 LAP SPLICE 416 REINFORCING BAR * GRADE 40 U.N.O. #B 1 AP SPI ICF I MS021 TYPICAL SHEAR WALL SECTION I NT'S• I SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL - SEE LINTEL $MEET FOR SRE OF LINTELI � �1. F�r�!•uur• PRECAST LINTEL- REG. OR RECESS L.. TRANSOM OPENING •FRAMEINFILL ••, AROUND WINDOW BY BUILDER SEE •••• WF01 FOR MORE INFO (2) 2X8 WOOD HEADER • i TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER La EA. END. USING (6) 3/16" DIA. X 13/4' TAPCONS INTO MASONRY & (4) 10d X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST 77 PLY W/10d STAGGERED Ca 6" O.C. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2Y'a" 12" 0.0, 1 2 x 6 1/4" X 2Ya" 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. :LINTEL 'INTEL (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN F,C, EACH SIDE FASTEN PT S SEE PLAN NAILER TO MASONRY If DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCON%. SEE OTHER NOTE FOR SPACING REQUIRED 1 - OPENING - MS03FRAME (EXT/BR /HEAR) WALL T N.T.s. MS05 REBAR SPLICE DETAIL - GRADE 40 N T-s. MS07 LINTELS AT ENTRY DOOR w/ TRANSOM N.T.S. AAArME (E nnAlA /SHEAl ) TArr 1 N O WITH OPT GLS BLK. ONLY O ELEVATION "A" & 11B1' S94PSON 975 TOP AND Bar. W/ 12 10d MAD-S ^ ^ ® EACH STUD "/IY\v 2-2x4 SW TOP PLATE 2 x 4 SPF AT 16" O.C. SIMPSON LSTA30 w/LL-iod TO PLATE & 11-10d TO CDLUMN i ,,, LISP LSTA30 I SIMPSON A34 W/ (8)-ad X 1 1/2 W/ 22/10d NAn c NAILS ® TOP & BOTTOM • • L OF HEADER SEE PLAN FOR HEADER qx9 MIN. OR BUILT-UP _ COLUMN EA.NAILED iRMLOh REFERENCE DETAILIII W/lOd ®R" O.C. ,C. WW2 IF RADIUS / OPENING REQUIRED 1 SIMPSON MSTAN36 III MAY BE LASED W/ (8) 1/4"X2 1/4" TITENS TRANSOM OPENING III it 10.1od NAILS. ARCHED OR FLAT I I I P.T. SILL PLATE W/ 2 x4 SPF AT 2.2x95PF III Wxlr' ANCHOR BOLT 16" O.C. //SILL PLATE III @ 32' O.C. 0 BASE PLATE DOUBLE 2X4 W/ USP -_ _ _I\'_ 4 MP34 f0 TOP&BOTTOM O 298 P.T. W/'A"X3• I 1 I TAPCONS ® 6" O.C. SIMPSON A39 W/ (B) I I I EN MASONRY OR 101 , 81 X 1 V2 NAILS NAILS 0 6" O.C. IN WOOD. PRECAST RECESS OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE SIMPSON SPA W/ NOTED. 8}10d NAILS ® BUT AND LISP SM 24 W/ 12.1W NAILS ®SOU , I DOOR OPENING Z h z a U)" 1 N 4 11 W Do W Eo V ma I. o �N ma o v u m. 10 W O H 0 C3 O - ¢ a $ d Affiliations:( IVI Consultants: a � Z"$ N N ULl pR :5 gssg 0;9goN rn N w q"g"�Zzz a a �? i 5 9 W 1 s; 0 m 7 �a p In 4 V O N :o:1 0 �o �4, e v 0: 11PI., 0 fO Ec�',INO ♦ I Builder: 1 ei W 3N W �Q U Z ao LU J W E on �. N G J Lu ILI U J c O Q^ 'e I.L M tJ 1 ♦ I Job Information: N 0) O ch LL1 Z 00 00C) W ro Q` m ~ U z oJWmo fl1 v_ IT) J Do (n (/) l� ♦ I Revisions: 1 YV 2 3 ♦ I Model Name / Number: 1755 Plan Issue Date: Monday, June 17, 2019 VI KA PROJECT NUMBER: 19-4245 Sheet: S 1 Of: r• MS1 2x BUCK DETAIL N.TS. WF08 I LINTELS AT ENTRY DOOR w/TRANSOM I N.T.S. n 9 2099 EXTEND 2' ABOVE THE OM THE NEAREST CUSTOM GALV CAP WITH SPARK ARRESTOR VERIFY STYLE W/ BUILDER METAL FIRE STOP /--PIPE STABILIZER WHEN REQUIRED /-2X4 #2 SPF STUDS @ 16' O.C. w/ SIMPSON SP1 @ TOP AND SIMPSON SP2 @ BOTTOM W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE ELEVATION FOR FINISH PROVIDE 2x BLOCKING @ PERP WALL IF NOT ALIGNED w/ TRUSSES W/ (2) 12d TOENAILS SEE ENERGY FORM CALCULATIONS FOR INSULATION REQUIREMENTS PROVIDE BAFFLES AT EAVE FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE _ -- FACE----� -METAL DRIP EDGE 2X SUSFASCIA SOFFIT. SEE ARCH. \ PLANS SEE PLAN FOR HEADER SIZE EXPOSURE 1 ON EXT. O.H. EXT. WALL W/ ALL EDGES BLOCKED. 5E ELEV. SEE TB13 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926-98A ZX STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE T813 ON SHEET 6 FOR NAILING INFORMATION FOR WALL SHEATHING. P.T. 2X #2 SYP. BASE PLATE / w/ 1/2 x 8 A.B. (OR x /rrEN 3 O.2" O.C. HD) w/2" WASHER AT O.C. MIN. 6" FROM END - SEE WS07 FOR TERKFrE SHIELD - - _ _ TOP OF SLOB _rL W LADE 0 )UNDATION PLAN TG REQUIREMENTS 2x6 #2 SYP P.T. ° W/ (2) Y2"x5" WEDGE ANCHOR OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" 0 "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. c ~ SECTIONAL ® OVERHEAD DOOR CONT. o WOOD P.T. #i2 SYP 2" X 6" o TRIM 0 2"4" P.T. WOOD JAMB q a DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR TRACK MOUNTING DETAIL o ao VIS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.r.s. i 12 SEE PLAN PRE ENGINEERED WOOD TRUSSES @ 24" O.C. i i CEILING BOARD FELT PAPER EOR TRUSS PLATE 3/4" P.T. NAILER 1/2" DRYWALL CURTAIN NAILER 1 x 4 P.T. @ WINDOWS 1 x B P.T. @ S.G.D. PRECAST "U" LINTEL SEE SCHEDULE NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. WINDOW STOOL PER SPECS INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) 1 x 2 P.T FURRING 1 x 4 P.T. BASE NAILER WOOD BASE SEE FOUNDATION PLAN FOR SLAB INFORMATION SEE PLAN FOR ` RE -BAR QUANTITIES SEE PLAN INSULATION PER FBC AND ENERGY FORM SSUBMTTTED WITH PERMIT' APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR BRG. T. METAL DRIP EDGE 2X SUBFASCIA SOFFIT. SEE ARCH. PLANS 8x8x16K.0. LINTEL BLOCK O.H. W/ (1) #5 DIA. REBAR & SEE ELEV. 30DO PSI CONCRETE FILL CELL -(1) #5 DIA. REBAR W/ 3000 PSI CONIC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW W/ SCREEN PRECAST CONC SILL EXTERIOR FINISH - LADE �\ b iv (SEE ELEvanoNs) FIG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN TOP Of SLAB SEE FOUNDATION PLAN SIMPSON HETA 16 EACH NOTE: DETAIL OD22 / S•2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE CD21 I ENTRY CMU COLUMN/BEAM 2 X 4 P.T. PLATE KEEP IN 3/4" FOR SHEATHING AND LATH WITH FINISH (TYP.) ALL SIDES 1/2" x 8" 1-BOLTS — (1) CENTERED EA. SIDE w/2" WASHERS (TYP.) PLAN Al -Al SIMPSON LSTA30 w/1110d TO BEAM & TO FRAME BELOW AN -C• " SEE PLAN FOR BEAM SIMPSON LSTA24 W/ (12) 10d NAILS N.T.S. (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR 44 w/ 2x4 POST UNDER EA END OF SUPPORTING BEAM. NAILED w/ 8d NAILS @ 6" O.C. (TYP.) FRAME FOR COR- NERS FOR NON LOAD ` BEARING SIDES NAILED � w/ 16d NAILS @ 8" O.C. (TYP.)4 COURSE HIGH A.F.F. CMU BASE FILLED w/ CONC w/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP OF COLUMN SEE FLOOR PLAN FOR BEAM SPEC. SIMPSON HETA20 i ° ' � w/1010d TO COLUMNA�f Al BUILT-UP CORNER MIN (3) 2x4 POST OR 44 POST w/ 2x4 UNDER EACH END OF BEAM NOTE: 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE INSTALLED ON INSIDE OF COLUMN. DO NOT BEND . v ` v STRAPS UNDER PLATE. v q �rv-'" o v PLACE STRAPS IN FILL . •, c q ;° ° v CELLS w/#5 REBAR „ (TYP.)4 COURSE HIGH CMU BASE FILLED w/ CONC - SEE PLAN FOR SIZE. TOP OF COLUMN BASE - 2'-0" AFF NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE SEE DETAIL WF02 ON SHEET S-3 FOR ARCH FRAMING �SIMPSON A34 W/ (8) 8d NAILS SEE PLAN (3) SPF #2 FOR INFO. STUDS W/ r 16d NAILS " @ 8" O.C. SIMPSON LS7A24 W/ (18) 10d NAILS 16d NAILS-� @ 8" O.C. STAGGERED 'A' 'A' — 'A' 'A' c $ Affiliatial A BD L EConsultl -SIMPSON LTF20B r n W/ 10-16d NAILS r ' & (1)1/2" x 12" WEDGE ANCHOR o l � E � � $ i �®g��F '6 a' D V W 16 1 ENTRY HEADER DETAIL N.T.S. 0 LL T NE a c m N N 1Up0 N N 6 O C m v Ku Y 0 S L SEE ROOF PLAN FOR y TRUSS CONNECTION n-,• _ INFO & LAYOUT DESIGN I4-------------------------- SO PLAN FOR TOP OF BEAM ' - _ c SEE ROOF PLAN - ' i FOR BEAM SIZE & $ i CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO. - SQUARE CMU BLOCK BASE W/ (4) #5 VERTICALS FILLED SOLID SEE ELEVATION FOR MORE INFO E 0 a M HB&G COLUMN WRAP OR 2X4 #2 SYP P.T. FRAMING -Yo W/ MIN 7/16" O.S.B. y SHEATHING ATTACHED PER = NAILING SCHEDULE II 10 SECURE 2X4 P.T. BOTTOM PLATE w/ 5/8' x 8" ANCHOR BOLT SET IN SIMPSON HIGH -STRENGTH EPDXY 6" MIN. EMBED. \ 6 / E C c _< L r m o � 1x4 P.T. WRAP or STUCCO BAND o Y o S E ION � . 0 m 1 2 0 v 3 • w v 8 g . d m s T o S a R RAM E 1 3/4" = 1'-0" WS01 I TYPICAL WALL SECTION - 81, CMU 1 3/4"=1'-0 CD22 FENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. CD23 I COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S. 0 THE HEIGHT OF THE CHIMNEY SHOULD EXTEND 2' ABOVE THE 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 (� n Z POINT WHERE THE CHIMNEY IS 10 FROM THE NEAREST W/ (2) Y:"x5" WEDGE ANCHOR EACH END SEE FLOOR PLAN BUILDING SURFACE. CUSTOM GALV CAP O FOR BEAM SPEC. " SEE PLAN FOR BEAM Z S WITH SPARK ARRESTOR SIMPSON LSTA24 W/ (12) 10d NAILSIF IF /7 Z VERIFY STYLE W/ BUILDER OVERHEAD SECTIONAL ro W� \ Q J DOOR TRACK W/ 3/8" X � METAL FIRE STOP 1 1/2" STEEL LAG BOLT �r++",, ''I ,lilt,--; 8 Q Z W/ WASHER. MIN. 6 PER TRACK TOJAMB. J M1: I, I.'1 •'�:-���a';'.,•: � � • , y ; ,..., • „ •.. SEE DETAIL WF02 ON SHEET S-3 � �' - Qf v' a•-J DOUBLE 2x PIPE STABILIZER TOP PLATE (5) 112" DIA. x 8" FOR ARCH FRAMING w WHEN REQUIRED 1/2" X 8" A.B. W/2" o j — "J" BOLTS WASHERS SET IN FILLED CELL W/#5 TYP. FILLED CELL " SIMPSON A34 W/ ° (/1 c 2 VERTICAL MIN. 5 PER JAMB. „ (8) 8d NAILS " �LA F ° a nog u 2X4 #2 SPF STUDS @ 16" O.C. W/ SIMPSON d U rnYa w N 9 SPS @TOP AND SIMPSON SP2 @ BOTTOM 2 X 6 CRICKET W/ EXTERIOR SHEATHING ATTACHED SECTIONAL SEE PLAN o '� 0 PER NAILING SCHEDULE SEE ® OVERHEAD (3) SPF #2 FOR INFO. = = s °- a ELEVATION FOR FINISH DOOR STUDS W/ a U ti < /// CONT. P T #2 ° r 16d NAILS e l B ® Q P: WOOD SYP 2" X 6" , @ 8" D.C. v �'«� d ♦ Affiliations: �'°' .;p . TRIM o • �• SIMPSON LSTA24 A n _�� \� � J PROVIDE 2x BLOCKING • • ,n•, , •,•� �,••� •",• J,•` ., W/ (18) 10d NAILS �� @PERP WALL IF NOT•: ALIGNED W/ TRUSSES 2"x6" P.T. WOOD JAMB V I' • •' gam,,.' W/ (2) 12d TOENAILS "' „ • ^'. �!'•• • 16d NAILS—► E ♦ Consultants: 2x BASE PLATE w/ (2) 12d DOOR AND CONNECTION PER " a !! @ 8" D.C. STAGGERED 0 SIMPSON LTT20B r � r fD m NAILS TO TRUSS BELOW GARAGE DOOR MANUFACTURER GARAGE SLAB W/ 10-16d NAILS @ 8" O.C. TYP. GARAGE DOOR ` '{ & (1)1/2" X 12" .q' 'A' WEDGE ANCHOR�3Fc o = N - g w n m SIMPSON MTSI2 TRACK MOUNTING DETAIL S r Q -ci LLLL Sg"Hg riio 0.9 @ EA o .A. �q� '8g a TRUS510d CHIMNEY PIPE NOTE: DETAIL CD22 / 3-2 MAY BE SUBSTITUTED FOR THIS d Q z ui - E F _ �, a: lj•! mm N O TRUSSES DETAIL -UNLESS NOTED OTHERWISE & 5 � L7 � a a a E v 1 Z fig z a;w� �■ �jp? t` .•i m CD21 ENTRY CMU COLUMN/BEAM N.T.s. 16 ENTRY HEADER DETAIL N.T.s. CH01 TYPICAL CHIMNEY FRAME DETAIL 3/4"=r-o" MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. uj k g� z , YI V d ". PPF°I �p1'' 0 F E S -` a s"e INSULATION PER FBC AND ENERGY v FORM SSUBMI7TED WITH PERMIT m I APPLICATION PROVIDE BAFFLES m 12 AT EAVES (FOR VENTED ATTICS) " 12 SEE ENERGY FORM CALCULATIONS FOR INSULATION REQUIREMENTS FIBERGLASS SHINGLES OR ' SEE PLAN TILE ROOF (PER ELEVATION) Y `o ar` SEE PLAN OVER APPROVED UNDERLAYMENT PROVIDE BAFFLES AT EAVE PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA a o ' FIBERGLASS SHINGLES OR RATED STRUCTURAL SHEATHING TRUSSES @ 24" O.C. (TYP.) FRAME FOR BUILT-UP TILE ROOF (PER ELEVATION) (SEE STRUCTURAL NOTES CORNERS min 2x4 OR r ! OVER APPOVED UNDERLAYMENT ! FASTENED TO TRUSSES PER ROOF POST 4x4 w/ 2x4 POST UNDER EA " I w VI BUIIder. PER FBCR905.1.1 OVER APA PRE-ENG. WOOD RATED STRUCTURAL SHEATHING NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. _- ii i ,. -'" SEE ROOF PLAN FOR - TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES SEE PLAN FOR KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" IF ; , _ - - -' TRUSS CONNECTION D FASTENED TO TRUSSES PER ROOF _ _ _ _ % BRG. HT. AND LATH WITH FINISH O.C. ' n • INFO & LAYOUT DESIGN NAILING SCHEDULE 11 TRUSS ANCHOR (SEE PLAN) CEILING BOARD •' " FELT PAPER OR • ' (TYP•) ALL SI DE5 / i �a O (TYP.) FRAME FOR COR- SEE PLAN FOR _ .-'" ��%( W } M �p I 11' 1 TO BE INSTALLED ON OUTSIDE ' ETAL DRIP EDGE TRUSS PLATE O� �� U° O �, vv HERS FOR NON LOAD TOP OF BEAM -,_ w M�f� 3/4" P.T. NAILER •r 2X SUBFASCIA ' • r % l/v•°v o•°v °'� BEARING SIDES NAILED d ! ,, ., SEE ROOF PLAN - 'c O r , - — _ — - - — - — - •� SOFFIT. SEE ARCH. < w/ 16d NAILS @ 8" O.C. vv vv u FOR BEAM SIZE & 8 r� = ow Q v tMETAL DRIP EDGE 1/Z" DRYWALL ,.I PLANS a° ao O i O v °� ,f .,_ ;,CONNECTION INFO m li CEILING BOARD // CURTAIN NAILER A B x 8 x 16 K.O. % OO 1/2" x 8" J-BOLTS � / d Yo V! z W �" J CONNECT ALL Zx STUD 2X SUBFASCIA 1 x 4 P.T. @ WINDOWS " " LINTEL BLOCJC 1 x 8 P.T. @ S.G.D. " #5 DIA. REBAR & W/ i (1) CENTERED EA. (TYP.)4 COURSE HIGH A.F.F. i E !' IG wz N o 7 W re TO TOP PLATE WITH (4) " O.H. (1) SIDE w/2" WASHERS CMU BASE FILLED w/ CONC �, W 16d TOENAILS SOFFIT. SEE ARCH. " 3000 PSI CONCRETE SEE ELEV. (TYP,) w/ (4) VERTICAL RENF w/ o a K, I� o W Z O rr ^^ v PLANS _ H 'U,'�INTEL " HOOKS INTO FTG & AT TOP I , � ,• 0 '- m p LL N Q 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SCASi SEE SCHEDULE " u OF COLUMN , HB&G COLUMN WRAP OR LLI = W p N 11 PLAN Al-A1 2X4 #2 SYP P.T. FRAMING 5 ®I $ :,p 0: W/ MIN 7/16" O.S.B. ,fin ¢ Z G O 15/32" OSB EXPOSURE 1 ON V ' SHEATHING ATTACHED PER =' rr ^ OPTION. , NAILING SCHEDULE ui Q = L.L MAXIMUM OF (3) - 2X PLATES MAY BE f EXT. WALL W/ ALL EDGES BLOCKED, , ! ,°cv iyi 0 C ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SEE FLOOR PLAN FOR , 3 PLY (OPTION) STAPLE: 16 GA. 1 3/4" (2) ROWS OF 16tl ( " COLUMN SIZE & BASE w NAILS AT 8" O.C.W/ NAILS AT 8" O.STAPLE @ 2" O.0 EDGES AND FIELD " NOTE: 44" MAX. SILL HGT. ON " FILL CELL -W #5 DIA. SIMPSON LSTA30 SEE FLOOR PLAN CONNECTION INFO. I w ♦ Job Information: ALL BEDROOM WINDOWS. " REBAR W/ 3000 PSI W/11-10d TO BEAM FOR BEAM SPEC. w CONC. ALL LOCATIONS & TO FRAME BELOW SECURE 2X4 P.T. BOTTOM ALUM FRAMED WINDOW w/ SCREEN N SHOWN ON FOUNDATION ; PLATE w/ 5/8" x 8" w (G.C. TO VERIFY W/ FLOOR PLAN w & FLOOR PLANS ANCHOR BOLT SET IN LOCATION OF OPENINGS IN P I SIMPSON HIGH -STRENGTH n EXTERIOR WOOD WALLS. IF NO ,H, � ; EPDXY 6" MIN. EMBED. OPENINGS ARE INDICATED, FULL ' a STUDS ARE REQUIRED). z NOTE: 44" MAX. SILL HGi. ON ALL BEDROOM WINDOWS. r I I .U• , I •o • O i-• fn ALUM FRAMED WINDOW 4 i LJ.I y W/SCREEN n - ¢ > CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER H PRECAST CONC SILL 2 7 Z I= ( 00 ASTM WINDOW STOOL SQUARE CMU BLOCK BASE W/ 0)C-926-98A „ PER SPECS (4) #5 VERTICALS FILLED SOLID 1x4 P.T. WRAP or M Uj co M a SEE ELEVATION FOR MORE INFO STUCCO BAND o 2X STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY SIMPSON H ETA20 `o � O) cL ai 1/2" DRYWALL MORE INFORMATION). SEE TBI3 FORM SUBMITTED WITH PERMIT IJ EXTERIOR FINISH - w/10.10d TO COLUMN Al I , Al BUILT-UP CORNER MIN (3) 2X4 ¢ > 1` ON SHEET 6 APPLICATION PROVIDE BAFFLES AT 'J EAVES FOR VENTED ATTICS (SEE ELEVATIONS) ( ) POST OR 4X4 POST W/ 2X4 UNDER EACH END OF BEAM y a FOR NAILING INFORMATION FOR SEE ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. BASE PLATE REQUIREMENTS 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" • ' NOTE: � 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE s a F O J W O �+ M J W LO w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (AQ 530) ABOVE HD) W/2" WASHER AT 32" O.C. SLAB, ALL LOCATIONS SHOWN INSTALLED ON INSIDE OF E ♦ Revisions: WOOD BASE MIN. 6" FROM END- SEE WS07 W000 BASE ON FOUNDATION PLAN ,',,=; l' COLUMN. DO NOT BEND t,-,- 4 v SEE FOUNDATION FOR " m RATION PLAN FOR TERMITE SHIELD SEE FOUNDATION ; SEE FOUNDATION PLAN FOR v vPLAN STRAPS UNDER PLATE. , , �r $'%7w ° v . $ ° a SIZES AND °v 1 YV FOR SLAB INFORMATION TOP OF SLAB •. - - - - - - - - - SLAB INFORMATION 1 TOP OF SLAB - ---(`Y�1- PLACE STRAPS IN FILL p ° v �q- +n CELLS / 5 REBAR LLS w # r �� LOCATION 2 - ,. . + — • x., .'•. 7 „ o` . rt . —.-.rt.�-e- 00 I_ --" .�.,�-. — _ _ _ -- _ — - — - — - — tli ♦Model Namumbe r. GRADEit =TfA- r I' 1T GRADE S��t„ 'TYP. '� CLEAN 3 - iv O (ram, ,; •; ., ,'; N SEE PLAN FOR iv =' - III ll�� v 1755 COMPACTED - rrII FILL •65 c� L , RE -BAR .• R R QUANTITIES Q ( ) 4 COURSE HIGH CMU BASE • ••••. - ♦ I Pan Issue D fie' �.° 1' FILLED w/ CONC -SEE PLAN FOR � Monday, June 17, 2019 SIZE. TOP OF COLUMN BASE - hr - SEE FOUNDATION PLAN 16" L SEE PLAN SEE FOUNDATION 2'-0" AFF , + " ♦ KA PROJECT NUMBER: FOR FTG REQUIREMENTS ��ii PLAN � W NOTF: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Y 19-4245 DETAIL- UNLESS NOTED OTHERWISE r o Sheet: S-2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" WS01. TYPICAL WALL SECTION 8" CMU 3/4"=1'-0" t CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. CD23 COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S. TYPICAL FRAMING DETAILS vVMEN REQ'D RECESSED plRE-CAST LINTEL SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON 4 _ STRUCTURAL TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) CLIP EACH TRUSS I SHEATHING \\ AROUND CURVE. MIN. 2 TITEN CLIP EACH TRUSS (SEE ROOF PLAN SEE ROOF PLAN FOR TYPE) ANCHORS TO 2x8 � FOR TYPE) I ( SEE TRUSS PLAN CO � FRAME OUT TO FOR CONNECTION Z I BLOCK EDGE Z S FRAME OUT TO FRAME OUT TO o ///��� Z N LINTEL BLOCK EDGE ONLY BLOCK EDGE •, (SEE PLAN)LOCATION PER� IF NEEDED. SEE PLAN I D- -'A E 7/16" O.S.B. 2x8 W/ (3) 12d EA. SIDE TOENAILS EACH END ® ® EXTERIOR SHEATHING v ' Z r,� 7/16" OSB W/ 6d SEE PLAN FOR ATTACHED PER NAILING STUD ANCHORING: ¢FBI 2X BLK'G. 7/16" OSB W/ Ed NAILS @ 16" O.C. BEAM SIZE STUD TO TOP PLATE: _ NAILS@ 16"O.C• 12X EADER SCHEDULE 9 TO O.S.B. SEE PLAN) ® TO SIDE & TOP NAILER ® SIMPSON SP4 STUDS @ 16" O.C. W/�� w SHEET 6 2 X 4 #2 SPF KNEEWALL WITH v N T SIDE & TOP NAILER ❑ W/ 2 - Sd 0 2x W/ (3) 12d STRUCTURAL SHEATHING ON r .� EA. END TOENAILS EACH 2 X 4 SPF BOTH SIDE FROM TOP OF WALL O /16" O.S.B. END TYP. 2 X 4 P.T. AT 16" O.C. TO BOTTOM OF BEAM, ATTACHED Q w E o 2x4 SPF CONTINUOUS o c $ ^ EDGE VIEW BLOCKING ATTACHED A. SIDE EXTERIOR SHEATHING NOTE: HOLD FRAMING 1/2" PER NAILING SCHEDULE. u� t/1 O n F E TO 7/16" OSB W/ (2) 8d 2x4 SPF CONTINUOUS ATTACHED PER NAILING AT 16" O.C. 4) o " 4i 2 X 4 SPF BACK FROM FACE OF BLOCK STUD TO POT PLATE: w D g U NAILS. SEE DETAIL ABOVE BLK'G. TO O.S.B. BLOCKING ATTACHED SCHEDULE T613 ON FOR SHEATING TO BE FLUSH SIMPSON SP4/ 2 - Sd EA. END TO 7/16" oSB W/ (2) Bd SHEET 7 AND 7.1 WITH BLOCK FACE SEE PLAN FOR U a o - a, NAILS. SEE DETAIL ABOVE ' BEAM SIZE T, Q o y LINTEL— 2x •f!• 3 = ao rn 2x BUCKS SEE MS11 ;; " «d,; 1/2" X8" !� BUILDER FRAME U o' am FOR MORE INFO EDGE VIEW 7'-O„ MAX Fi- - �, ANCHOR BOLT �� �� RADIUS AS REQUIRED ® c < n @ 32" D.C.0 u v Q a, WINDOW OR DOOR OPN'G BUILDER FRAME H---" y O RADIUS ` WINDOW OR DOOR OPN'G AS REQUIRED 8" CMU WALL 5 Q 2xBUILD-OUT BEYOND Affiliations D N.T.S. WF14 KNEEWALL @ ENTRY FRONT WALL 1/2"=1'-0" WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-0" WF38 KNEEWALL @ ENTRY FRONT WALL N.T.S. E Consultants: y WF01 DETAIL @ARCH WINDOW FRAMING N,T,s. WF02 DETAIL @ARCH WINDOW FRAMING ,. N dJ c PROVIDE 2x4 ON TO 6 g Ld a n rn OF 2x8 TO BLOCK OUT Ci 2ROWS12d@Bg QNrnZ QLL TOP PLATE ATTACH w/ 3" O.C. r $ E V ^" "' N o OUBLE 2x4 d 5 „ p a m m F O> (2) 12d NAILS O.C. TOP PLATE 8 A ��'. H `i STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) a8" Q mti $ a ww. ui N •`� 7/16" MIN. NAILED W/ 8d u a f` COMMONS @ 3" O.C. @ 2%4 STUD 4! vw = Z a" $ z ` EDGE & 6" O.C. FIELD RUN PER PLAN B y aZ FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE ' T� ` BOTTOM OF FALSE BEAM 2 @ c : �. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS UBLE 2x8 • a p s e Nw „ w o ,cc SEE GE05 FOR \` TO TOP PLATE W 4 16d TONAILS 2 ON EA. TOP PLATE v g - - STANDARD �`\ `� SID31 E TYP. TOE NAIILS MAY BE SUBSTFfUTED W/ 2x8 STUD -6 a2 w G 7 o o ~ r o GABLE END ` 1 (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN '- LL i " !-- ; �' [a ' 7- FRAMING `\ I\`� *OP PLATE W Bd 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 �I �\ NOT REQ'D. WHEN QT SYSTEM 15 APPLIED STUDS) 2x4 w/ 2 ROWS OF v ` �\ �` 12d NAILS @ 3" O.C. WOOD BEAM SEE ��f F •'•^'•:T STRUCTURAL SHEATHING I ` ` TOP PLATE TRANSITION PLAN FOR SIZE S[MPSONHUC4100R(2) �O� *�•'++...•••' �'`J �` TO BUILT-UP COLUMN Ott, 11� t ,1 1t PIPE OR DUCT w/ OUBLE 12d " PENETRATION THRU SUPPORT COLUMN BUILT-UP MIN. + +I = TOP SPLICE ! ' �' TOP PLATE W/ MORE OILy IpR ES W/ I+ +I in (3) 2x4's OR 4x4 W/ (2)•10d ¢ THAN 50% OF TOP NAILS @ 8" O.C. EACH PLY ROOF SLOPE 1 c ROWS 12d (SHOWN AS 4 x 4) m 2X TOP PLATE TO I O PLATE WIDTH INSTALL @ 3" O.C. I, m GABLE END W/ 16d SIMPSON PSPN516Z WOOD WALL OR NAILS @ 6" O.C. TRUSS. SEE PLAN 2X4 CONT. W/ (3) 12d I a_ W/ (12) 16d NAILS TYP. ^�/N (2) S )-16d T TO C 's 1 TOP & BUTT. a'�� `ti ALTl (2) MSTAM36 COL. `o COMMON NAILS EACH 1--- +-+ BOTTOM SPLICE TYPICAL BLOCK CENTERED W/ (13}IDd NAILS • STUD TYP. T&B I NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS + + + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA, OVER STUD WALL `" 4 ,'� Ea TO COL. 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ •^,. TIE BEAM SINGLE BASE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SIN PLATE GL PLYWOOD TOP PLATE W Sd 2 1/2' x 0.131 NAILS •0 5 SHEATHING NOT REQ•D. WHEN QT SYSTEM IS APPLIED Builder: 15 TRUSS OR ROOF SYSTEM COVERING NOTE: N PLATE LENGTHS MUST BE AT LEAST 8'.0" LONG. TYPICAL W Q to LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. GE15 FALSE BEAM AT GABLE END NT•5• WF17 TOP PLATE SPLICE DETAIL 3/a"=1'-0" CD04 BEAM @RAISED ENTRY MASONRY WALL N.T.s- 0 'C 0 3 N W 9 u Y M 2x8 SYP #2 8 = U a V TOP & BOTTOM Z ATTACHED W/ E w N (1) ROW 16d E LLI N O , a 2X6 SYP. #2 0 LU z W = NAILS @ 16 O.C. ,_-__-- SIMPSON HUC410 RIPPED ---------------- 4 0 W o ' ' BUCKET SEE ROOF G u N F 1p I PLAN FOR MORE INFO JW BOX HEADER DETAIL SEE ROOF PLAN I �m z i� FOR BEAM SIZE 2 B O O * CRIPPLES MAY/MAY NOT BE PRESENT. & CONNECTION INFO O LLh n IF nw v r11 KINr,--7/16" O.S.B. VERIFY HEADER ELEVATION f x M O c (1) JACK USED AT n,v, �"wt Q EACH SIDE OF 2X 0.S.B. OPENING G.C. TO W 2 - 8d W/ 2 8d INSTALL (3) TITEN HD. EA. END (2) 2 x4 LAMINATIONS W/Iil ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS w/ (2) ROWS OF STAGGERED 16d 5/8" x 8" EQUALY SPACED COMMON WI RE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE PER SIDE INTO CMU AT JACK TO HEADER, NO BASE ED E VIEW (D_0, 162', L_31/2")OR EQUAL (D=0162', L=3-1/2•)OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE END EA END EA END EA END LESS THAN 4' (1 (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) IV-W-16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK NO. & SIZE OF HEADER SIZE & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE Icio 12mill SEE FLOOR PLAN �FOR COLUMN SIZE & (TYP) SEE ELEV. Job Information: BASE CONNECTION INFO RE -ENGINEERED WOOD TRUSSES @ 24" O/C0PTION A 1/2" OSBFLITCH PLATE ION B UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR REQ'0 ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN DOUBLE 2"x4" TOP PLATE CONNECTION INFO NOTFR, CONNECTOR REQUIRED 1) AWAGENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4-DIA x 61/2• LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 34PLY) (3) 16d SEE PLAN "xa" STUDS @ 16" 0/C 2) ALL NAILS PENETRATE HE LEAST 3/4" OF 41 REFER TO L IN SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. SP4 AT COMMON FOR WILL 24° O.C. NAILS(TYP) 2X CRIPPLES @ 16" O.C. SEE SCHEDULE W/ SIMPSON SP2 TYP. SECTION A -A CRICKET AS REQUIRED m O fd HGT. TOP AND BOTTOM 2-ROWS 12d NAILS sm W SCALE:11/2"=1'-0" WF37 TYPICAL COLUMNS DETAILS N.T.S.STAGGERED _ I... FOR OVERHANGS GREATER THAN FILL 1ST, 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •r. �r. F.F. OVERHANG --I CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2" II / o . ioil ; • C .. INAILS @f •. O.C.• SIDE & TOP NAILER . d • Ili' ACH • !2X4 SPF CONTINUOUS• ! ©ATTACHED TO • :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' "• • • .. TRANSOM i• • EACH • I+ 12" 0/C EACH '< > N * WHEN STUD LENGTH FACE OR 3•RCWS `a` Z 0 00 15 LESS THAN IV' USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 AF A SIMPSON SP2 @ EA. STUD v W N O C'O STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED ,�yy SEE PLAN FQR APA RATED STRUCTURAL SHEATHING > dam' h TO HEADER EACH SIDE FILL ALL HOLES IN - - TOP OF BEAM -- - MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" V.U. @ i ` , M DOUBLE 2 x #2 SEE ROOF PLAN - ` ~ S v W �- STRAP S.Y.P. HEADER FOR BEAM SIZE & - BOUNDARIES 6" O/C EDGES & 8" ¢ O J LI-I Z) O 1/2" FLITCH PLATE T CONNECTION INFO. O.C. FIELD Ill ,^ '^ ( 10d NAILS @ HEADER. (U.N.O.) v J 8" a/c TYP. 0 FILLING AND BLOCKING AS S Revisions: DOUBLE 2 x 9 REQUIRED FASTENED T QU AS 0 SEE FLOOR PLAN FOR = _ _ _ m 1 w CRIPPLE STUD HEADER W/(2) ROWS COLUMN SIZE &BASE 2 TYPICALOF (U.N.O.) 12d @ 16" 0/C UNLESS CONNECTION INFO M - NOTED OTHERWISE SIMPSON SP1 @ EA. STUD o` 3 + 5 2"x P.T. PLATE MAIN SPAN ROOF TRUSS Model Name Number. 2 x 4 STUDS TYP. 1/2' XS" •J" BOLT SIMPSON HTT4 W/ (18) @ 24. 0,/C MAX 1755 CMU 16d NAILS & A 5/8" •D Fr CONNECTOR Plan Issue Date: EXPANSION ANCHOR D B" x 8" X 16" K.O. (SEE SCHEDULE) 91 8 W/ 6" EMBEDMENT U.N.O. BLOCK W/ 1 #5 CONT. 0 OR 8 1/2" AT GARAGE Monday, June 17, 2019 STEP DOWN ••'�(; EE FOUNDATION CMU WALL V1 KA PROJECT NUMBER: * *HOLD DOWN CONNECTIONS�l P.T. BOT. PLATE PLAN FOR MORE INFO NOT REQUIRED @ BEARING 19-4245 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT WINDOW OR DOOR OPNFG o Sheet: S MS18 RETROFIT WALL OVERHANG DETAIL N.T. S. WF39 TRANSOM DETAIL AT ENTRY 1/%`=r-D" WF09 WALL HEADER DETAIL N.rs. CD11 COMMON BEAM ATTACHMENT N.T.S. WF42 KNEEWALL ABOVE MASONRY WALL 3/4'=1'-D"�{/ TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - - DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN _ ,- 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 45" O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. SEE STRUCTURAL NOTES DROP GABLE END TRUSS &LOOKOUT RAFTERS MINIMUM 2"x4" ' "- - - 8d NAILS @ AND ROOF " 7FORSPECIFICATIONS AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER" 8d NAILS FOR SHEATHING DETAILS SPACE BLOCKS AT 24" O.Q. ' CROSS BRACING L . - THING, SEE TB13 2x4 SYP BLOCKING , (SEE PLAN FOR • - � "; ^ BETWEEN TRUSSES @ 48" ' ' U Z LOCATION) -'"'� y�BLOCKING ^^ , O.C. MAX. FASTEN TO EA. 2x4 SYP L BRACE FOR TRUSS W/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11* TALL. END2x6SYP BRACE FOR r..A... 2X4 SPF BLOCKING @ ," 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE PANEL EDGES W 3 12d / ( ) `. z S THEN 48" O.C. AFTER. NAIL w/ ATTACH L BRACE w 3-12d @ EACH ND & @ 12d NAILS @ 4" D.C.-NAIL NAILS EA. END TO TRUSS ' SIMPSON MTS12 @ 2X6 BRACE NAILED ' SHEATHING @ 4" O.C. �� LOOKOUT RAFTERS z "o ^^ • ^ CROSSING AT 45� ANGLE. GABLE TRUSS (NOT REQ'D WHEN GABLE IS STAGGERED w 8d TO SIDE OF GABLE / , „ IF APPLICABLE TRUSS WEBS w _ FASTEN 1 SIM 12" LONG 2x4 #2 SYP BLOCK AT 4'-1" OR SHORTER) (); w/ 12d NAILS RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) @ 4" O.C.WHEN STRUCT. SHEATHING $ r n — (3) 12d _ - , , - TRUSS BAYS (8'-0") NAILED IAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. w/ 3-12d TO CHORD (MIN LOCK/PLATE NAIL GABLE TRUSS ; ;° 2x4 SPF CROSS -BRACE GREATER T AN 3'-0" 7/16" MIN. THK. - @ 48" O.C. - NAIL w/ i �= NAIL W/8d COM. @ m a c Z J U �. 1ST 4 BAYS) f� TO �`,'; — PER JOINT TOP PLATE w/ (3) 12d AT EACH END & AT �� ;° 3" O.C. EDGES & 6" `6 Q) 16d NAILS @ 4^ O.C. 2x8 PLATE , CROSSING AT 45"% ANGLE ems' O.C. FIELD 0 CONTINUOUS LATERAL BRACING- , .T. 1/2"x8" ANCHOR BOLT �• ', NAIL OVER X-BRACE AS SHOWN- 4 BAYS - AT 48" O.C. MIN, •" Y `] 'o INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE TRUSSES lOd @ 4" O.C. o e, U _ o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X BRACING - 2x4 SPF OR SYP MASONRY WALL CONTINUOUS 2X4 SPF c .y W O '-'� C o w 3 12d EACH TRUSS WEB / ( ) SPANNING 4 TRUSS () GABLE TRUSS m ` ,Ili w o n E: BAYS B FT) NAILED TO 'E � \ / m D �_ 2X4 BLOCKING @ 4" O.C. r NAIL TOP OF "T"- r �Li (6 U0NAIL m ai TOP OF "T" TO GABLE ROOF SHEATHING, SEE W/12d & (3) 12d TO CHORD , TO GABLE TRUSSw/2-12d TRUSS w/ 2.12d AND 1 T813 FOR ATTACHMENT OVER JACK TRUSSES, SEE Iq & (1)D SIMPSON MTS12 W/ „ _£ no 5N.T.S. TYPICAL CROSS BRACING DETAIL TB02 TYPICAL CROSS BRACING DETAIL N.T.S, SIMPSON HS w/ PLAN. 2X4 SPF BLOCKING 14-10d x 1 112" 9 UoTB01 a^FASTEN 10-10dx11/2"NAILS BETWEEN TRUSSES® (1) SIMPSON HGA10 49" O.C. w/ 8 1/4"xi 1/2" @ 48" O.C, MAX. PLAT NAIL DEANAIL TRUSS BOTTOMROVIDE CHORD TO 2X4 DEAD - JD m ¢@ ♦ Affiliations: 2X4 MIN. BLOCKING AT CENTERLINE OF HIP/RIDGE, TYP. SDS WOOD SCREWS GABLE 2X4 BLOCKING w/ 2-12d TOENAILSTOP NAIL TOP OF "T" END TO TOP PLATE / BEAM TO GABLE TRUSS 2/ 4" O.C.WOOD w/16d @ 4"O.C. "BAYS !�� 'FRAMED WALL OR BEAM AND 1SIMPSON H8 w/ 8 BpBETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 11/2" NAILS SIMPSON LSTA30 w/cNAILS EACH END TC TRUSS TOPCHORD @ WOOD FRAMED WALL @ DUTCH GABLE 1410d @48" D.C. E ♦ Consultants: FRAME WALL OR BEAM BELOW SEE PLAN T s m k = N N A TRUSS el T'coAIeTE TO BLOCKING PRE-ENGINEERED VERLAPTRUSS BRACING GE01 GABLE END BRACING N.T.S. GE05 GABLE END BRACING - FRAME WALL N.T.S. I fill m ¢ Imo. c+z TRUCTURAL WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP K �+ " " m^z U ro m q ------' G.T. SHEATHING PACE 3��m O..�mo T oLa ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 = a m P o < a. 0 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - - - OF HIPPED TRUSS W/ 5 o° ��n Ua��a2z Z w a Z e� to n ,-I SPAN FROM EXCEEDING TRUSSESHIP 12d NAILS @ 6" D.C. 2x8 SYP BRACE NAILED DROP GABLE END TRUSS 0 'T- m LU '° y T MAX 24" SPAN (EITHER G.T SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE & LOOKOUT RAFTERS FOR -19 fa 11 rA m ��°, SIDE OR BOTH IF REQ'D) AND NAILING SCHEDULE TRUSS CHORDS 3'-4" IN O.H. GREATER THAN 12" FOR SHEATHING DETAILS USING 10d NAILS @ 4" O.0 FOR 12" AND UNDER - g 8� �.� v ¢• , C'rl�', �. : �a g,�� p •; ,, ;y LMINIMLI'M12�x4"SPFOR SPACE BLOCKS AT 24" O.C. _ m V (2) 12D NAILS MINIMUM (3) 12d 2X4 SPF BLOCKING @ --� � ROOF AT 12" O.C. MAX PER JOINT�O PANEL EDGES -NAIL ti � LL " % 4 • P �, SHEATHING SEE *SPACED AT 10'-0" MAX SYP TRUSS BRACING SHEATHING C5) 4" D.C. ' a PLAN STAGGERED w/ 8d �P ;, STRUCT. SHEATHING�'••• coO ,• Z= \-,•' '+' n'" ,I��t*p+q 2 �' T/16" MIN. THK. - JCS @e^A+,� 2X4 BLOCKING TRUSS CHORD 48"SPF CROSS-NAIBR 3 NAIL w/8d 12d AT • g R ! O F BETWEEN TRUSSES HIT' TRUSS (GABLE END) EACH END & AT ES 6 CROSSING AT 45OV ANGLE TRUSSES `. 3" O.C. EDGES & 6" ` H111NT1 SFCT. A A f O.C. FIELD a TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N•T.S. CONTINUOUS 2xaSPF m N SIMPSON H8 w/ 2X6 SYP SPANNING (4) TRUSS BAYS (8 FT) NAILED TOGABLE Y 'o 10-10d X 1 1/2" 2x4 BLKING @ 4. O.C. ? TRUSS w/12d & 2-12d TO CHORD '• ` ' � 2x8 SYP I I � m o CHORD BRACE 2X4 SPF BLOCKING W/ 12d NAILS BETWEEN TRUSSES I• GE04 �. % @ 8" O.C. @ 48" O.C. MAX. `, S4 ♦ Builder: (2)LSTA18 TRUSS NOTES: CONTINUOUS w/5-10d X 11/2" TO 2x6/2x4 SYP SEE DETAIL N STRONGBACK & 8-10d NAIL GABLE TRUSS M 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 STRONG -BACK x 1 1/2" TO "T" BRACE ;, TO PLATE w/16d @ $ (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND SHALL THEREFORE DE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE OFACCIDENT W 12d NAILS / EACH 4" O.C. a ° L!'1 ro w BRACING IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY @ 8" O.C. TOENAIL EA. 2x8 , • LEG TO PLATE c O ti MCONSTRUCTION TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED OUT W/ x 8 A.B. MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD 312d & SIMPSON @ 4 @ 48" D.C. MIN. $ = o Q EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL ). - ,', ,,. HGA10 w/(8) 1/4" g a 0 2, ALL BRACING (DB•CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS DIAGONAL BRACES AT 20"0" O.C. MAXIMUM. P " ' , X 1 1/2" SDS OR m y J LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDmONAL W/ 12) 3-12d NAILS AT EACH TRUSS INTERSECTION, "Y✓ ; EQUAL..5,". Uj 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED ARE NOT E w N 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. 2x6 PT KNOCK OUT COURSE o IL 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. -__//// 2X4' "T" BRACE (2x4 SPF) PLATE 4 BAYS o aI W z SEE TYP, TRUSS BLOCKING DETAILS SEE GABLE BRACING DETAIL a m L1 o m W O SHEATHING a LL W r a � ® � U OJ GE04 "T" BRACE CONNECTION @ GABLE END W/ VOLUME CEILING 3/4" = 1'-0" 3 T04TRUSS z4 AS SHOWN TRUSS SPACES GE03 GABLE END BRACING w/ VOLUME CEILING N.r.S. b Lpj (y o o DIRTERNATEECTION z c y /O LL US c M � E 3 VERTICAL SCAB 2X6 #2 SPF 48" D.C. SEE (2H1 NAILS m ♦ Job Infortnatitln: W/ (4) 12d TOP & BOTTOM OR H6 TRUSS OR HCLR/LL IN PLACE OF(4) 10D SEC: TO TRUSS SEE STRUCTURAL NOTES AND O REQUIRED ® RAFTERS GREATER THAN 8'-0" &B NAILING SCHEDULE FOR •••• SEE PLAN uBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING (4) 12d NAILS SHEATHING DETAILS EA. END m PRE-ENG. TRUSS ATE SECTION B-B TOP PLATE 7SEE SCHEDULE FOR SHEATHING DETAILS a 2x STUD WALL VARIES w ROOF g" SLOPE PLAN / • / m LN DONV. FRAMED RIDGE \ MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4)12d \ 2X4 SPF BLOCKING \ \ BETWEEN TRUSSES / / '� co LU NEXT TO PREENG. TRUSS 2x8 BILKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ / \ @ 48" O.C. MAX. / �� /' yip O LLI SIDE w/ (3) 120 NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl \ \ / / ' B REQUIRED w/ (2) MTS32'S REQUIRED* RAFTERS GREATER \ / 2X4 SPF BLOCKING r ,'' a N 00 THAN 8'-0' \ 2x4 SPF BRACE / \ \ @ @ 48" O.C. MAX.w/ , , 12d END NAILS 2X4 BRACE@ 4'-0" , ,y o z E 00 > 48" O.C. - NAIL w/(4) (3) / 0) COLLAR TIE \ \ 12d AT EACH END & EACH END ON CENTER► , N M EVERY 3Ttl SHEATHIN RAFTER \ \ ALTERNATE DIRECTION , ,' , w .� ;6 t Cn ~ O O 2X4 BLOCKING BETWEEN Ca BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) \ , � Y w � 0' EACH END, CONT. EACH BAY i a B TB W/ (2E#ACH3 uss / / g O O ALTERNATING DB WOOD SCREW OR HS 0 48" O.C. / / SEE PLAN m MJ /�� /� (TO M O J W BLOCKING / / F V / V / L0 LL PRE-ENG. TRUSS / / E COW. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / / / TRUSSES , ,' ro ♦ Revisions: 1 YV SEE PLAN FOR CONNECTION \ \ SIMPSON A34 OR 2 B 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2H12d NAILS 9 DIAGONAL 8'-0" OOD - 2x8 42 SYP RIDGE BEAM AT 8'A" (USP MP4) @ \ \ / / 2'-0° ON CENTER 2X4 SPF BLOCKING vi 3 iRUSs EACH END MAIL 2zB RAFTERS (d 2'-0"O.C. / \ BETWEEN TRUSSES `/ ♦ MAX. w/ (3) 12d COMMON Y @ 24" O.C. MAX.w/ Model Name / Number: WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN \ / \ (3)12d EA. FIND (TYP.) SIMPSON HGMA10 (SEE PLANS FOR TYPE) 4 FT 0 2'-0" O.C. MAX W / (3) TOD SEE PLAN / \ 1/2" GAP @ 4'-0" O.C. MAX. 1755 CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM y — STEEL OR WOOD 2X4 COW. AT T & B CHORD BEARING SUPPORT = � ♦ Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE EXTERIOR INTERIOR �— 1 a Monday, June 17, 2019 @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING 19-4245 INFORMATION _ 8" C.M.U. SEE m PLAN FOR REINF. T 2x4 S.Y.P. Sheet: 4 � Of: @ 16" O.C. c N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. T11315 EXTERIOR NON -BEARING WALL DETAIL N'Ts TB14 NON -BEARING EXTERIOR CMU WALL N.T.S. E ROOF FRAMING No AND BRACING DETAILS \\ THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECK LIST u n E Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record 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. nw SPA EVEI 51 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE DOUBLE DOOR W/ SIDELITES I r A SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 19-091 IN FRONT OF MECH. OR APP. WHEN REQUIRED 1 0 00 I".II°.II' I f' Ir- Ir I 0 O Z I aT PROTECTIC 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB 16" MIN. DIAMETER CONCRETE FOOTING IER DETAIL N.T.S. I valley cemdine Ps" " B. 8" i o NAIL SHINGLES W/ 110R 12 GAUGE ROOFING NAILS, 3/8" MIN HEADS. 6 PER SHINGLE 0.00t Oe0 gat �3 O rR ye tee EeD S�Co`a rlt` CANL 9sd 'T"u�gsa ` Rake Na2 Ok Dp zg, / 7" _ h9 TO use In 5th(aw SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ASPHALT BASED SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL RNISHtl-r AND EXTENDING A MINIMUM OF 6'ABOVE VERTICAL WALL 8" x 8" H GALV.VERTICAL FLASHING CONT.AT RISE OF FLASHING KNEEWAU. T ENTRY PLASTER ST SEALANT ROOF SHINGLES FABHING CONI'.1 A SPACE EVENLY FLASHING DETAILS 8' HIX 2. NOTE' THIS DETAIL IS REQUIRED F1ASni G AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP t' w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/211 PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACH M ENT 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 '•e' \ ` 1/2'r DRYWALL FLAT HD "TAPCON" SCREW THR U THE W'DOW FRAME INTO MASONRY ' •fe' JAMB MIN. 4" FROM END AND MIN, 16" C.C. 1/8" SHIM SPACE EXT. FINISH o DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING•_, BY OTHERS CAULK BETWEEN —. FIN ASHEATHIN& EXTERIOR FINISH BY OTHERS _ PERIMETER - - CAULK BY OTHERS U.A. WINDOW HEIGHT IEXTERIOR 11/2a RAIN. IEMSEbMENT -40 WOOD SCREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/40MIN.ED&E DISTANCE l 1/44 MAX. SHIM SPACE l in W&L YF EMkN: lE DRIP EWE MW MUM OF S DETERMINE R301.23.3 Is Hy -Lk [::::VT2eaInstallation InaWctlofks For All Fncad Windows With Mountie Rn Includes all d the following series: p. r",,. ,. „i•u, ,., , ,.,v,v 425 / AZSS / R35 / A730 / R30 / V1500 ! V15a0 / V300 / V38a YT28D Ga2a00 G82080 a a6Zj Prestige Bat LH10 Madmum Fasbmer Spedrg Wall Framing; (lambs, Head and so a" B" a' 025auce/Pine/Fir ale FAly2" NIO Sorew •news "nkmum ._— PfnfbaGM Glaang Bead• I.3/8" -- Mounting Fi - _ f%etmr View Or C pass Section V iew Rind WmdaV M"Imum ,rz A slimne see Everlw Sheathing -- — i_ N4fe: WImbi /y yammmend the use o/ /sy and/w ng tapes ands///pea W staNd/n A57N E211S-0I. However, tlue to "Hafbn m codes nrdbuf/dln9 bp4F kkNMW M the arrd user to dewoka, Ldeproperm Uff fide afthese Moms. LEAVE THE aU6aLE WNAp OH! Before insWIling your wid , the Nubble wrap may Ire peelM Dark par kppection, Gut phase restld the wrap [e protect the Wncka hpn NcraffheN ad other damage untl wn:Iruelion k W.Pla e. assay Nemurem M sue the o0enng Is 3/8" ed 1/2" fame than the window Nre bond veraiday and nfaaenmty. • Yau may wbr m IAe-dda Me In9Nktlon toga In Ind nn a Mktlme. aYe hp@rM veemeant0y An as am rot Step 2 Apply a generad ENE of Nilmne m Me bbft& of the mounting to Use ernugh stlkorre m millidener tie all wide between the M and Me wall sheathing. Step 3 Insert the window trap the Opening horn Me or99de The yoked B lebeld "MsNtle" ed'arR9de", but if Meae labels hove Been removed Me lad bead Nhalde be mtlx imltlem Me bulHl Sheri Iratall Alms under the NIT, adlusdrg Mom We Me East is plumb in Bra opener. SNme MoHd be Instead under the No every 2 feet. The wlndM snood be beeMI centerd in the 242k seen d more than I e, W between the window and wall frasenng. step 5 Install a SIG x 1-1 Y sinew a" from Me winner or the fin a each bee oftre read sill and Mtn iambs. Step 6 imtd Me renwlning telfeMte in a" incremena from the cdnar spews m the renter of aeer frame mambo-. Liu yore nrt m oven tghten Me wens d Mens antham taou®n the 9n. AM, make sue Me screws 90 In straight ad do not cause tee Name ta bM. Wag frerrsrg should be a minimum of C2 SprKc ft hr. Fasm"s should be#10 spews or suaident Mm ftfkw I-NO"Peneshatmen Into the was and wlm Man 12"Ram edge of framing. Fastener uantitas neded M each side of here m achkve a- aadn Le of Fame plember le' n 26• 34• 42" 5v se" 6v 74• 62" 9tr WNumber of FasterNvs 2 ] 4 5 a 7 a 9 19 31 32 13 7 Rarom excess Nicene ueere our ton Gourd the an and hispect for holes m yokes. Use Nigeria m fill anysadN. Step 8 V decked, a foam Insukton ran be applkd m the Irdedor gap between tlw yoked and wall hamag. Ir applld, ma's mustbe the NON EXPANDING 2YPFPOAN, Slap 9 Snm tapwa are e yd dotypkaaY used eh moms wan high maknae, le; baMndida, k k rem mmendd that ME Inkda gap between the "i don ad wall taming also be sake wan si ics. and tooled m as Lout m interfere wind the gMal"cin of wallboard, his Or brim. Ship 10 Once all conWuctlon Is conmkte, relaCm the bubble wrap from the Inside and, cubs, the or window, n necessary, dean the Harks wana and mend warm water us asoh ddh. Failure to follow the sO procedures will void any and all Warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice COUNTY APP. CERTAINTEED LANDMARK 30 NAIL SHINGLES W/ 12 GAUGE ROOFlNG NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING FL5444-R13 2nd Choice DADEOUN COUNTY APP. OWENS CORNING AKRIDGE AR FL16828.1 3rd Choice COUNTY APP. IKO Industrials, Ltd Cambridge AR FL7006-RIO FL7006.1ce 4th Choi DADE COUNTY A P GAF FL10124.1 ROOFING VENTS: Florida Metal Pr Inc-n FLAMCO v FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAILMAX, FL21580.1 R1 ROOFING UNDERLAYMENT: 1st Choice INTERWRAP, INC. U RHINOROOF UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL15216-R3 2nd Choice WOODLAND NDUSTRIES INC TYPE II UNDERLAYMENTS-HVHZ #30 ASPHALT -SATURATED ORGANIC FELT .1 FL17206.1 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 FL1527gR2 2nd Choice 1 +30.0/-32.0 CLOPAY FL15279.36 Swing Doors: 1st Choice +67.0/ 67.0 THERMA TRU CORP. FlBERGLA S DOOR GAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED NTH 3/18" X 3" 7gpCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16^ X 3" WOOD SCREWS MIN, FROM TOP & BOTTOM OF INTERSECTIONS AND MIN, 16" O.C. THEREAFTER, TYPICAL ALL 4 SIDESI R15225-R4 2nd Choice +67.0/-67.0RRFRGI THERMA TRU CORP. ASS FLUSH OUTSWING FL15225.5 Siding: 1st Choice +0/ -146.3 The Tepeo Group 7" Staggered ShakesFL20403.17 1��31 51T0aNG WITH Ni/8" DIA.S ARE ROOFING AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING Choice N.A. A. N.A. Wino : 1st Choice +40/-50 MI WINDOWS 3540 Si SERIES E Hun (Inn) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/18^ TAPCON ANCHOR WITH MIN. 1'A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUmENT LENGTH TO ACHIEVE I'A" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. pg 17676 R6 +40/-50 +50.0/-50.0 3640 MI WINDOWS Single 35A0 MI WINDOWS picture SERIES Hung (flange) SERIES willow FL1B644-R2 FL18644.2 Mullions: 1st Choice MI WINDOWS M 1926 YertN al FOR Mullion 3/16" MINIMUM EDGE ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A : EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM DISTANCE FL 1$6042 Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 525 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1EA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8' MIN. EMBED. INTO WOOD BUCK. FL185.R10 2nd Choice 3rd Choice Soffit: 1st Choice 1 +55.0/-35.0 KAYCAN LTD 8" BEADED 11/2 NAIL510" O.C. IN FL165 3-R ILiG503.4 Hurricane Panels: 1st Choice 46 PSF EXT/ 46 PSF TNT. HURRICANE STORM PANELMFG.INC. G2a12nlzaed Steel Storm pH DIRECT MOUNT. TOP 'A"-20 MALE PANELMATE W/ WINGNUTSAT121h"O.C, BOTTOM 'A"-20 SIDEWALK BOLT W/ POWERS CALK -IN FL16293.1 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number; FI. # 5 1126 Name: TODD M. BORN Certification Number: R. # 82126 z z l4; /1 Z � m Q Q u EL m Z a U g t/) E9 a w o V o O O2 N c mF7 E 1= N ? m vv o Di 00 m a Oy o 2 to� rn Q P m o � Afflliatlons: /� r A '1 8D r d E V Consultants: to ti N OD � m G FE w 0, M o .H ,C .- .'mma UwrnNo 62§o��NSc MF� O1 c Q 8 (n ti " O Fr `v ne a'c wUJ N �i gSl� LimFm`3 o� m Isi �'� gE5 w o °2'ttk 15 le E jg y i,�llpRtOi1g5.�� Y O d mVI Builder: m m 5 IA W � a� 3 N LLI O �a U z a C Z) N W Y J E NO UJ N W LLLLI Q C%) Q G N I-- W g ®I 8 "1 O O LL a 20 Job Information: 3. 0 e m _ O LU F— a j N z > rn ro LU o.r °c E 6> Cj ° z cod N a ��� QJLLJno p J m w 0 I`n L� m g V Revisions: m 1 Yv 2 O u 3 Model Name /Number: 1755 oPlan Issue Date: Monday, June 17, 2019 a VI KA PROJECT NUMBER: K Y 19-4245 o Sheet: Of: S-5 MATERIAL it E - UVAMSPI R �1.716�iY�' I I I MECHANICALLY FASTEN As FOLD UP WEATHER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the buildingwith a weather -resistant exterior wall envelope. 1 NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER& WEATHER RESISTIVE II SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER The exterior wall envelope shall include flashing as described in Section DOOR ROUGH OPENING THESE DETAILS ARE GENERIC AND MEANT TO SHOW g �WEATHER R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is RESISITIVE WINOOWUNIT GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. intended to resist liquid water that has penetrated behind the exterior covering from further intruding � into the exterior wall assembly. An exterior wall Covering is described as a material or assembly of �Q BARRIER woo- FRAME FLASH). materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive L� LJ1 EXTERIOR BYLAPPIN DOWN FLASHING 3/4"ADHESIVE APPLIED SLOPE g SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF -ADHERED FLASHING barrier, Insulation, or for 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. WALL BY6IN. UP JAMBE". USELIQUIDID NAIL BRAND PRODUCTS DETAILS (D OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying n 1 Z with ASTM D226 for Type 1 felt or other a (D / ' YP approved water -resistive be shall be applied over studs or \VV:///� Z g WEATHER SELF -ADHERED FLASHING EXTERIOR sheathing of all exterior walls. Such felt or material shall be applied horizontal) with the u RESISITIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND 9 pp' y, pper layer Z10 � BARRIER SEAL Tops of JOISTS I' ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not - UNDER DECKING j SUBFLOOR less than 6 Inches (152 MITI). The felt or other approved material shall be continuous to the top of walls SELF -ADHERED FLASHING () and terminated at penetrations and building appendages In a manner to meet the requirements of the 0 SEE DETAIL WP07 exterior wall envelope as described in Section R703.1. r n v, Z WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied g _Z HEAD FLASHING TIE-IN INSTRl1XTIONS: ,, Detail Instructions 1^' 1. Cut, fold up 8 temporarily secure weather RIM JOIST over wood -based sheathing, shall include awater-resistive vapor -permeable barrier with a performance ( � h resistive banter above header to allow for flashing Installation 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 u' such that each la d �_ o 2. e -s ereflashing plus ea flashing under weather BUILDING numbered items in the list of instructions below: yen provides a separate continuous plane and any flashing (installed in accordance with resistive barrier �� /'� Section R703.4) Intended to drain to the water -resistive barrier Is directed between the layers. 'G u 3. Fold weather resistive barrier back over head Hashing and � ('I ) PAPER 1. Install self -adhered flashing in order as shown by numbers y � seal with tape yU� 2. Install flashing and weather resistive barrier to form water shedding laps c O N w 2 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water g M F E 2 2 3. Self -adhered flashing can be Substituted for building paper resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco € ° D Q 10 4. Split the release paper using the ripcord (Split release on demand, by an intervening, substantially nonwater-absorbing layer or designed drainage space. w me - v Scale: N7s SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING IWP03 embedded in the adhesive layer) -for ease of installation and to minimize F o � a FLANGED WINDOW sconin cuts R703.4 Flashing. Approved corrosion -resistant flashin shall be a lied shin le -fashion in a manner to - y o FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER W P O EXTERIOR DOOR WITH DECK - SECTION A W P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER g 9 applied 0 5, Remove all release paper per standard installation instructions and prevent entry of water into the wall cavity or penetration of water to the building structural framing ' _ ` 0 ° components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior 0 < o adhere to substrate using a square piece of flashing material (6" x 6" fenestration products shall be sealed at the juncture with the building wall with a sealant complying with 6 ¢ a EXTERIOR SHEATHING RUBBERIZED Minimum EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE AAMA 800 or ASTM C920 Class 25 Grade INS or greater for proper joint expansion and contraction, ° RUBBERIZED ASPHALT 6 ADHESIVE TO BE APPLIED UNDER FLASHING JAMB 8 HEAD ADHESIVE . Fold as shown by arrows ASTM C1281, AAMA 812, or other approved standard as appropriate far the type of sealant. g Affiliations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall -- A UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at �p REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight to corner �v?g,,, ���LLL��JJJ LETTER ON CHEMICAL SCORED8. Mechanically fasten as necessary the following IOCatlOns: B D �f j COMPATIBILITY RELEASE PAPER 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the E V Consultants: SELF ADHERED SELF -ADHERED FLASHING, ` �r (BEFORE FOLDING, SCORE surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent a m FLASHING EXTEND AMINIMUM 6" RELEASEPAPERTOEXPOSE drainage. Mechanically attached flexible fiashingsshall comply with AAMA 712. S VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF Flashingat exterior window and door openings shall be installed in accordance with one or more of the 6 : THRESHOLD followiv g5 a m N �' V MECHANICALLY FASTEN AS g' 6 E A U v m z �J 0=9 F� 0) SECTION•A NECESSARY IN CORNERS THROUGH 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed s N w o (SEE DETAIL WP02) SELF•ADHERED FLASHING In the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. � 4 g �' Q 8 - d a Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior 1€ a m 2 SELF -ADHERED N _ 2 c Z �� a Ir' FLASHING O+ window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the a a� w 2 -2 m 4 " z 2 surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using an v $ un W m o 0 m SELF -ADHERED FLASHING flashing shall incorporate flashing or protection at the head and sides. B B u 91 Z 1I ii NAILING FLANGE t 5 1.2. In accordance with the flashing design or method of a registered design professional, © 4 1.3. In accordance with other approved methods, a 3 `� OP .a• • •, fy ,� 1.4 In accordance with FMA/AAMA 100. FMA/AAMA 200, FMAIWDMA 260, FMA/AAMA/ WDMA g 9 �� • •• " `'' ~ •• •'O SEAL TOPS OF JOISTS 1 DO NOT FLASH OVER - 2 UNDER DECKING 6 300 or FMAIAAMA/WDMA 400. � Z�. c�0 ti ❑ ❑ ' ti BOTTOM NAILING 8 (SEE DETAIL DECKING 8 2. Attire intersection of chimneys or other masonry construction with frame or stucco walls, with E ry FLANGE 7 E ,� : U k ; (, projecting lips on both sides under stucco copings. c p ; _ O ; 7 3. Under and at the ends of masonry, wood or metal copings and sills. 0 : O : � �° _ : uJ 4.Continuousl above all projecting Lt,_ Q,j �o SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING WPOC 5.WhereexteriorporchesPdocksorssttairsattachtoawallorfloorassemblyofwood-frame construction. �� ~ O. HALF ROUND WINDOW W PO4 EXTERIOR DOOR WITH DECK W P05 INSIDE CORNER V 6. At wall and roof intersections. io ��� F •' p�� 7. At bout -In goners. $ i pRO's1 SELF -ADHERED FLASHING c DECK PROTECTOR m SHEATHING z r" 1 7/8" Cement Plaster 7/8" Cement Plaster - _ in accordance with in accordance with SELF -ADHERED ASTMC926 ASTMC926 0 FLASHING PATCH Felt backed metalFelt backed meta d -- SELF -ADHERED FLASHING lathe in accordance .- ache in accordance ` DECK PROTECTOR PROVIDE MIN 8' WATER m RESISTANCE COATING -,g ;P with ASTMC1063 with ASTMC1063 w Builder: � � y AROUND ENTIRE PERIMETER � Building Paper � � EXTERIOR FACE OF BLOCK, ,y; Building Paper AROUND THE INTERIOR OF c YI THE OPENING AND THE FULL %.',' 7/16" O.S.B. ', 7/16" O.S.B. (I DOUBLE PRECAST SILL - sheathing sheathing m to W r I SINGLE j JOIST '�. ; ' ti JOIST SELF -ADHERED FLASHING Metal Keep top edge O M ' SELF -ADHERED FLASHING 1 ' Flashing of weep screed 8 .�•r " Q Q V 2 3 112" blockow top of b 3"MIN 4 Unperforated E N W N CJ J Flange 7/8" Vulcum b � W LL O5 Weep Screed cask bottom o m joint only a 4 o m W O Maintain € 0 Bottom of Metal Flashing P Lu F- SELF-ADHERED FLASHING SELF -ADHERED FLASHING MASONRY INSTALLATION WP09 Wee Screed 3-1/2" Unperforated 8 � W o OUTSIDE CORNER p FLASHING 1 1/2" to 2" Flange 7/8" Weep Screed o C m o O \H0.8362x;DECKJOIST WP07 WP08 P ®I U � J � AboveRoof1/2" Cementitious N o O -I Sheathing Decorative Finish = 3 e 0 b • • o, All inside and " EXTERIOR outside comer will `oV Job Information: WINDOW UNIT •O need to be miter CEMT. FIN. BUILDING PAPER Cement Plaster cut and caulked all °' SLOPE in accordance o b • butt joints need to SLOPE with ASTMC926 Vulcum caulk for all SLOPE aulked using 0.3 in : 12.0 in 0.3 in : 12.0 in over wood 2nd 0,3 in: 12.0 in (0.6 cm : 30.5 cm) rn (.om : 30.5 cm) floor e (0.6 cm : 30.5 cm) 06 �n 03 SELF -ADHERED FLASHING m O Ltl WIRE LATH a N SELF -ADHERED FLASHING EXTERIOR mo 00 Z 0) BUILDING PAPER CEMT. FIN. m i M N ❑ Cn WIRE LATH € \ 11 0) E Oj SELF -ADHERED FLASHING 112" Cement x d / r v l� Plaster Finish $ Z V m Q J W ZD o WIRE LATH Block 2 1/2" Perforated J m (1) U) L0 li ° u,, Flange 1/2" Weep g BUILDING PAPER BUILDING PAPER ♦ Revisions: Cement - o Screed d HPlaster m 1 YV over block EXTERIOR 1stfl00r o 2 WINDOW UNIT CEMT. FIN. ri 3 Slab Install bottom m ♦ Model Name / Number. edge of weep screed 1" below 9 1755 finish floor � VT Plan Issue Date: OPTIONAL DETAIL Monday, June 17, 2019 2 3 Note: M KA PROJECT NUMBER: 0 The building paper and metal lath Y 19-4245 i SELF -ADHERED FLASHING SELF -ADHERED FLASHING must be installed over the top of WEEP SCREED DETAIL Sheet: of: CESELF-ADHERED SH WINDOW FLASHING W P 1 O CEMT. FINISH WINDOW SILL W P 11 CEMT. FINISH PARAPET WALL W P 1 2 the weep screed. j SCALE: NOT TO SCALE N W P WATER PROOF 0 �tl , 4" bath duct to roof cap w/fan NuVent NX 703B 7 42X42 A/C SLAB BY BLDR MIN 2 FROM WALL 25 SH BEDROOM #2 S' CEILING 110 12x6 lwcd BATH , 15 PATIO DEL 25 SH DEL 25 SH DBL 25 SH 2868 14" EGRESS GREAT ROOM VAULTED 12x12 1 wcd 12x12 rag 295 /l6xl6 rag NTERIOR RIDGE LINE w g" 2418 fbrag"- U 12" 266t 0 r6g 6" 12x6 1wcd 110 3EDRu,,0M 3 E;EDR",,UM #4 B' CEILING 8' CEILNG 10x6 lwcd 100 EGRESS 35 SH - 35 SH \ 3.0 TON W/5KW 0240V 1PH 18x13 plen scale :1/4"=1'0" platform by bldr DINING R00,/I VAULTED 205 10x10 2wcd T 'FF, A. _ 3168 (2) '066 S-L. 0 TRANSOM PER EL 0 —9'-0" HIGH WA L ENTRY 10: CLG 'ELEV .'A.. 12' GLG �ELFV "B"� NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 loll l/ h:IT�-HEGI VAUITFD 16116 ra I Ao �1ASTER BEM 8' CEILING = f U n 5" 65 CJLIN 10�6 1wc L� 2868 DRYER VLIJ \. y - THRU ROOF MAX LOT 3 4" dryer duct to roof cap /dryer vent box 14x8.1wcd 190 p AT 50 a CE!L c 10 6 1wcd a 1 cd \ u Z� w� 5 3' CEILIN 20 R/SH 0 H EW2 c2 lNi H F , PULL DN. STAIRS I_DCATE IN FIELD 22 1/2" X 54" P 4" bath duct to roof cap w/fan NuVent NX703B 4" bath duct to roof cap w/fan—light NuVent NXMS70L 5' CEILING SEE SHEET 13 LINE OF GARAGE DOOR F -OR DETAILS AND SCHEDULE z-, HOSE AREA CALCULATIONS BIBB 1st FLOOR '1760 S.F. At \ 16x7 OVERHEAD TOTAL LIVING (AC) 1760 S.F. GARAGE 427 S.F. COVERED ENTRY (BASE) 68 S.F. COVERED PATIO/LANAI TOTAL AREA UNDER ROOF 2255 S.F. FLOOR PLAN ELEVATION "A" & "E" 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 s s 0 0O \s� cz N � o e _ 0 1 0 s w a (n W IZ C/) w `W Q 0\ ry 0 Q Q ozcr� < LC) rn N Ln Q \.C) ly- W 7L o z W S J � Q D Q o D Q X M EL J W 0 C1 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 1 l -a) +27.6 / 37,0 © +26.5 / -28.8 I O +26.5 / 34.4 I `m in �- -------- -- -- � I I I I I I COVERED PATIO SEE SHT (P) FOR COVERED PATIO INFO �? 14'-0" x 10'-0" iy I I 12.0" 8'-8" 6%4" 12'4" I I 25OSH I DBLO25 SH O I DEL 25 SH DBLO25 SH 2868 HOSE EGRESS EGRESS BIBB S 1 BEDROOM #2 GREAT ROOM DINING ROOM MASTER B s2 VAULTED 8' CEILING VAULTED Y 8' CEILING r' 36" FLAT BAR TOP ON 341h" 4 WALL 12'-10" in 17'-2" 3'-8" 2'-8" 3'-1" 7.5" 1, 12'-10" ao , N co r- 4O68 --- - I q R/SH in w A y " 2688 Cq .' INTERIOR RIDGE LINE _ N _ a ui NOTE: DBL o , w w BATH ' °o -y LOCATION OF ATTIC SINK 3 I ro ocwio - oI I ACCESS TO BE VERIFIED N 80,0 I - BY BUILDER � r I � c 2668. 9,411 3'-6" m 8'-11" 5'-8" 2'3 11'-8" .�i VERIFY LOCATION'-6„ o ° W/ BUILDER • L T I I m in KITCHEN ITK M v 0 0 M. BATH Z O _ R/SHv- - - cc sT r, iATrlc Access; --.Sii VAULTED 8' CEILING 1� ^ ■ -ti Z K30' , '-1" 3'4" 4'-2"MIN 213',3 Z o cc 4068 2668 2668 '. \ d� 7,-0" 2,_41, 3._61, 3'-4" 4'-2" 5' 2" 2,-5" FOYER 4`10" '49 e ?Qs I ro Z 9'-0" CLG = v 8 N N c a z 0 m I N Y'i a ffi N ::� o 2868 2468 - a BEDROOM #3 BEDROOM #4 N OHANSON 6°@8'CEILING8'CEILRJG AFF N3068 3W.I.C. SIM. x 4 LAUN• , 8'CEILING Q ;of W/ (2) 1068 S.L. & ip x ' ' TRANSOM PER ELEV F42 8' CEILING r �£ m' �,•1011 13,-2" 9'-0„ (----------11-811- v W-0"' HIGH WALL 4" R/SH EGRESS © EGRESS © ENTRY RETU N 2868 - ' - •-'r 10' CLG (ELEV "A") in O DRYER VENT BW2 12' CLG (ELEV "B") H2 00 THRU ROOF 35 SH 35 SH - ;-a MAX LGT 35' q NOTE: BUIL ER TO PROVIDE -12,4" iv 4'-8"W i� APPLIANCE ROTECTION IF 2668 r. ro REQUIRED YMUNICIPALITY. ------SEE SHEET FOR DETAILS in _ ;? F : e :e PULL DN. STAIRS M. BATH w LOCATE IN FIELD iq 8' CEILING 1O CD04 CD)22 COLUMNARE BM2 :22 1/2" X 54" MIN m 3'4" X 4'-0" S3 S-2 !,. 3'-3" 2'-1" 3'-4" 4'-2" TEMP. FIXED CD04 $3 2 CAR GARAGE ° GLS. WINDOW m CNTR. ON TUB i. 14117'-4" 8' CEILING 3x4 31, SHOWER 25'-1" 8'-11" 20'-8" N V � O A N� 0 n n qr LINE OF GARAGE DOOR ----------------------------------------------- 2468 i -- -- --- - -- --- --'-- ! G.T.("B" ELEV ONLY) ' 1 1 1 1 W. . C. B' CEILING ' SEE DETAIL MS03/S.1 ATTACHED TO CMU W/ , (1) JACK STUD W/ (2) ROWS 12d NAILS ' 2 - --; STAGGERED @ 8" O.C. (HTT4 NOT REQUIRED) ' S-2' BIBS Z. W HOSE 7 6L ik t0 w, W 16x7 OVERHEAD .7 2,-4„ 16,-0„ 2, 4" CO Y N MASTER BA. OPTIONS 4030 (1) PC. FIBERGLAS SHOWER IN LIEU 34'-0" 20'-8" OF LINEN CLOSET LU C 3'4" X 4'-0" TEMP. FIXED 54'-8" 21 LL GLS. WINDOW CNTR. ON TUB A FLOOR PLAN SCALE: 1/4' = 1'-0" ELEVATION "All & "1311 ° +24.8 / -27.1 1 ( F ) +24.8 / 31.1 ( r 1 +24.3 / -27.5 I �M� +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. dA:6Y11JkilIYAATE1111I GENERAL NOTES R302.6 (table 302.6) If water based ceiling texture material Is used, Provide %" gypsum board for 16" O.0 Framing, or 5/8" gypsum board for 24" o.C. Framing. Note %/2" sag -resistant gypsum board may be used I.L.O Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). R302.5.2 Duct Penetration. Ducts In the garage and ducts penetrating the wails or ceilings separating the dwelling from the garage shall be constructed of a min- imum No. 26 gage (0.48 mm) sheet steel, 1 Inch min. imum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings Into the 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. R302.7 Any accessible space under a stairway shall be protected with'h" gypsum board. 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 db a at 10 feet. The exit alarm shall produce a continuous audible warning wher:-the door or window are opened. Unless a safety barrier complying with R4501.17.1.1 through R4501.17.1.15 is installed Bathroom exhaust fans must Vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation Is a floor -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. . Gelling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nalling schedule or 5/8' CDX. 1X T&G acceptable for substitution. . EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. . Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box 0 36" aff . Porch Ceilings: (See plan for the following options) Option 1. Gypsum: 1h' exterior gypsum soffit board shall be attached to all framing members with 2x blocking provided at perimeter. The gypsum board shall be attached w/ Type "W" 11k" drywall screws at 8" O.C. In filed and edges. Option 2. Plaster Base: 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSS shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4' edges. Y,IAiA SEE SHEET 3.1 FOR DETAILS AND SCHEDULES AREA CALCULATIONS 1at TOTAL LIVING (AC) 1760 S.F. GARAGE 427 S.F. (� COVERED ENTRY (BASE) 68 S.F. COVERED PATIO/LANAI 140 S.F. TOTAL AREA UNDER ROOF 2395 S.F. ♦ I Affiliations A Consultants: ♦ I Builder: 3a N w_ lZ U ao J NO W LL = W O '�'^^ vJ D W LLm Z O 0^ H 'e CL M t=S ♦ I Job Information: to 0 W w j N z > 01) W m t7 M > C E zm°' ~O J (D om0 � W � � J m V) U) I")) t° ©r�rtra��ss� 1 ♦ I Model Name / Number. i 1755 ♦ I Plan Issue Date: Monday, June 17, 2019 VI KA PROJECT NUMBER: 19-4245 I Sheet: Of: I FLOOR PLAN