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HomeMy WebLinkAboutPLANSTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIOES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES. 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JU RISDICTION 'LIQUID BORATE BOR-A-COR" Q UC S UST PRODUCT APPROVAL DATA MUS PRODUCT METHOD M BE DETERMINED AT PERMIT STAGE AND � FlI� �- 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 INFESTATIO N 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PIASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT E PLASTER STUCCO IS TO BE APPLIED OVER C (STUCCO) WOOD -BASED SHEATHING SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTIONOF CHIMNEYS 0 WITH FRAME WALLS. R OTHER MASONRY CONSTRUCTIONS 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 1.2 DIAMOND MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL LATH, AND WIRE LATH SHALL ATT TO HORIZONTAL WOOD FRAMING MEMBERS WITH IWN. (36,1-MM) ROOFING NAILS DRIVEN ITH THE PEAS E AND ATTACHED TO VERTICAL WOOD FRAMING MEMINERS WITH 6D COMMON R 1-IN. (25-MM) ROOFIN DRIVEN TO A PENETRATION OF NOT LESS THAN 3/4 IN. (19.1 MM), 0 .(25-MM) WIRE STAPLES DRIVEN FLUSF E PLASTER BASE. STAPLES SHALL HAVE CROWNS NOT HAN 3A IN. (19.05 MM) AND SHALL ENGAGE NOT LESS REE STRANDS OF LATH AND PENETRATE T D FRAMING MEMBERS NOT LESS THAN Wa IN. (19.05 MM). WHEN LATH IS APPLIED OVER SHIEATHI E FASTENERS THAT WILL PENETRATE THE STRUCTURAL MEMBERS NO THAN V44 IN. (19 M 7.10.2.3 EXPANDED 3'8 IN. (9.5 MM) RIB LATH SHALL ED TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NO 3,4"IN. (44.5-MM) PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 344N. (19. - NETRATION RTICAL WOOD FRAMING MEMBERS. 7.10.2.4. COMMON NAILS SHAL NT OVER TO ENGAGE NOT LESS THAN TRANDS OF LATH OR BE BENT OVER A RIB WHEN RIB LATH TALLIED. 7,10.2.5. SCRE D TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL WOOD ING MEMBER: SHALL PEN NOT LESS THAN 58 IN. (15.9 MM) INTO THE MEMBER WHEN THE LATH IS INSTALLED SHALL ENG LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS OUGH, OT DEFORM, THE RIB. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A6151M GRADE 40 U.N.O. REINFORCING FOR FOOTING E OT NG SHALL BE SUPPORTED ON PRE -CAST 0 RE T CONCRETE PADS STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING, SPLICES IN REINFORCING WHERE PERMPTED 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 THE EN ENGINEER OF RECORD Po CONTACT G C R WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVAL R 0 PREVALENTAREAS, EAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH_ MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm = 1500 PSI) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 1,92 DIA OR 10FT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OFTHE 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 AC1318.14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION I. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISO, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-8 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: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/CD, 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 10R 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS, 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. 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 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 95 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING 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 MTSMl6 TWIST STRAP W/ (4) %/4"x 21A" 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 11/2" SIDS SCREWS AND (5) 1/4" x 21/4" 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 FOR. 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 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 0 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 REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31.8-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATIONFOR OR WOOD CONSTRUCTION -2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 201-2 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCII 7-10 ALUMINUM DESIGN MANUAL -2015 EDITION I. ODE REQUIREMENTS: L WORK S CIT IS THE INTENT THAT AL HALL 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/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLORRI-JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" * ** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PS F) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD OL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 1 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) ISHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN AAU I (D Z M z c 4 ELECTRICAL PLAN _ Z da 5 ELEVATIONS �; - 6 TRUSS LAYOUT v I Z S-1 LINTEL PLAN n1 y S-2 DETAILS +-w W � o S 3 DETAILS x 6 v - a) S-4 DETAILS `\\ S-5 PRODUCT INFO SHEET J� ilk 0 WP WATERPROOFING DETAILS M-1 H VAC '. U K C c d 5 ♦ Affiliations: $ AI0 STD"� I' E ♦ Consultant a g nm c _ N o "-I T $$iyiy m z m V m ei r •s o § «m e O cn�o�� N LL W d ti a � w v� �m��.�O �Ca �rnLLLL as rl W�NOg3 tY � w` am�tS�Wmcrn z3 o�0 - 5 �Erg, Zgm"-4, mm M s ss� (7�iirra c � o� �V WR' Q.✓' O CO BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES t m"•+......, •,ca°° BOTTOM CHORD DL 5 (PSF) °() F a 4>>'• �7raselttamat�o SPECIAL FLOOR LOADING GAME ROOM 50 (PSF) COMMMENITS: Y `o BALCONIES/ DECKS 40 (PSF) �• BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) 6 LIBRARIES READING ROOMS 60 (PSF) E ♦ BUllder: STACK ROOMS 150 (PSF) GUARD RAIL ® HAND RAILS (d) 200 (PSF) w GUARD RAILS IN FILL COMP. (f) 50 (PSF) Y ROOMS OTHER THAN SLEEPING 40 (PSF) W Q __ SLEEPING ROOM 30 (PSF) iL5`'P77 STAIRS 40 (PSF) a o FOOT NOTES c ^ M d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG Q Q THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A i HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. to 0" W 09 E U W LL GENERAL NOTES: BUILDER NOTICE: d z 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the titleblock of these 5 15 LL N 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed W Llj 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to ®I o = I 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to $ ¢ Co 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to 2LL 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not M CONTROL OF CONSTRUCTION SITE responsible for any plan errors, omissions,or misinterpretations p undetected and not reported to the Designer / Engineer prior to It KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OFTHE construction. All construction MUST be in accordance to the th di ti u An CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. e y questions regarding c VI Job Information: c 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 information found in these plans should be directed to our Quality 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 +/- OAS NOTE: MEAN ROOF I 0 HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) 24.8 O I 4� 4 (-) 27.1 (-) 31.1 I g } © Y (+) 23.4 (+) 23.4 100 (25.7 28.8 DIAGRAM GARAGE DOORS* * IT SOFFIT 9-0"x7-0" 16'-04x7'" 51.3 (+) 24.3 (+) 23.3 (-) 27.5 - 26.0 GENERAL PRESSURE NOTES NOTES: I. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" an 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 1.40 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager at 321.972.0491 Immediately. No backcharges „ N d c PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMBwill be considered for reimbursement by the Designer/Engineer LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER � p c CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval Dasigner/Engineer. Payments will be made In the n accordance to the M DAMS HOMES Of Northwest Florida 3000 GULF FR EZE P�\RI�\�/\Y C ULF:REEZE. FL hID��\ 3 • terms of the agreement. SCANNED BY St•LUCI�EI`r,,, ,,- I9dg -va�� FILE COPY DEC 10 2019 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC (0 N O c f0 a Inn- U Q t Ln z W V J N d) 01 nt co > rl I.D M (!1 m C a; v z � 1-U��,Q �Jw�o� _jmU)(nLly()) L OL ♦ I Revisions: 1 YV 2 3 1 ♦ I Model Name / Number. 1 ♦ I Plan Issue Date: Wednesday, July 17, 2019 VI KA PROJECT NUMBER: 19-4240 Sheet: Of: COVER SHEET 160 MPH OPENING PRESSURES FNCI ngr:n. FXPr1Rl IRP R +27.6 / -29.9 I ( g ) +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(PI0 TOP BOTTOM BW1 FLIFT 16" (2) Bed TOENAILS (2) i6d TOENAILS SPF UP SP2 W/ (6)-10d SPI W/ (8)AOd BW2 18" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 402 BW3 1g" (2) SP2 W/ (6)10d (2) SPI. W/ (6) 10d SPF 803 STUD 6 IN PLATE STUD, 4 10d PLATE BW4 16" (2) led TOENAILS (2) ied TOENAILS SYP UPLIFT BWy SP2 W/ (6}10d SPI W/ (%Iod 18" STUD, 17 10d PLATE STUD 4) IN PLATE SYP 439 (2) SP2 W/ (6)10d SPI W/ (8}IOtl BW6 16" STUD 8 10d PLATE STUD 4 10tl PLATE SYP 878 NO BW7 12" (2) 16d TOENAILS (2) Led TOENAILS SPF uP IFr BW8 5P2 W/ (6}10tl SR1 W/ (6)-10d 12" STUD, (6) 10d PLATE STUD, (4) SOd PLATE SPF 535 (2)SP2 W/ (6) iOd SPI W/ (8}10d BW9 12" STUD, 16)10d PLATE STUD, (4)10d PLATE SPF 2070 BW10 12" (2) i6d TOENAILS (2)18d TOENAILS SYP 0 BW11 SP2 w/ (6}sOd SPI W/ (8}iod 12" STUD 6)1Dd PLATE STUD, 4) Lod PLATE SYP 585 BW12 (2) SP2 W/ (6) IOd SPI W/ (6}10tl 12" STUD, (6)10d PLATE STUD, 4 Lod PLATE SYP 11.70 BW13 NOT USED OUBIE 2x TOP PLATE TOP 0 SEE PLAN B MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SEE. SEE IA M/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL --SEE MS03 9-1 FOR INDICATED ABOVE NTH / NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MIDSPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2z P.T. W/ 1/2' AB 4P 32 O.C. W/ 7° INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWLLLL MIN. 7" EMBEDMENT PAST STEP DOWN. `. REQUIRESMIN ALT.; SIMPSON 112" TREN HD 0 32" O.C.PLYW'D SAME EEMBEDMENTW/Bd NAILS AT 4"00 SW/ EEGENERAL s BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES I. SEE FLOOR PLAN FOR WALL SEE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPB AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5, IF "OW" IS INDICATED ON SECOND FLOOR BASE CONNECTION' TO IGNORED. SEE WF06/33.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR70 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/ Btl 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 S. IF THE BEARING WALL IS INDICATED WITH THE OWL, BW4. BW7. BWSOTHESE 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. SPI/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 UPLIFr(Lb) Cl (3) 2 x 4 #2 SPF (4)- Jed TOENAILS 0 (3) 2 X 4 #2 SPF DTT22 W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2" 2145 SDS SCREWS (3) 2 X 4 SYP #1-0R- (4) - led TOENAILS 0 C4 (4) 2 x 4 SPF 02 DT2Z W/ 1/2" WEDGE ANCHOR* & (8)1/4" X 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 SYP POST ABU44 W/ 5/8" ATR" * & (12) - led NAILS G = 8868 U = 220d x 6 P.T. #2 ABU68 W/ 5/8' ATR* * G -12000 O6 SYP POST & (12) - led NAILS U- 2300 B x 8 P.T. #2 ABU88 W/ (2) - 5/e" ATR** G = 243315 C7 SYP POST & (is) - led NAILS U = 2320 CS 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDUS$DS2 �5 W/ (14) 1/4" x 21/2" BOB WS & 5/8" EPDXY 5645 (WOLNIANQED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.S W/ (14)1/4" x C9 1.8E Fb=2400 PSI OLMANIZED IF EXT.)ANCHOR, 2 1/2' SDS WS & 5/8" EXOPY OR ATR** 5645 CIO 3.5 x 7 P.L. 1.9E Fb-2400 PSI HDU"DS2.5 W/ (20) 1/4" x 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANEED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L 1.8E Fb-2400 PSI (WOLMANIZED IF EXT.) HDU&SDS2.5 W/ (20) 1/4' x 2 1/2" SDS WS & 7/8" EPDXY ANCHOR, OR ATR«** 7870 7 x 7 PL HDU8-SDS2.5 W/ (20) 114" x C12 1.8E Fb-2400 PSI 21/2" SDS WS & 7/6" EPDXY 7870 WOLMANIZEDIFEXT. ANCHOR ORATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #I OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF IC) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS T REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INF MATION 7. SAME NOMINALSIZE PARALLAM COLUMNS ILSE) MAY BESUMBITTUTE FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN N ILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APP ATION NAIL DIA.�ENOTH NAIL SPACING ad 0.131" X 2 Jh' 0,131" X 2 �k" SEE PLAN RING SHE HING SHANK ON ROOF ROO WALLS 10d OR 12d 0.148- X 3" 0.131" X 3" SEE PLAN BLOC G & TOE 0.148" X 314, 0.131" X 3 %, NAILS TOP PLATE 12d OA48" X 3 U- 0.131" X 3 W 8' O.C.(COMMON) STUD W L 6" O.C. GUN NAIL CORNE rod 0,148* X 3' 01131, X 3" 8" O.C.(GOMMON) STUD PA W O.C. GUN NAIL COLUMNS led OA82- X 3 V? 0,131" X 3'A" (2)16D(COMMON) SEE PLAN (3)160 ( GUN NAILS) 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 SYR SEE RAL HEADER NOTE #5 W11/�FL TCH PLATE THIS S SHEET H3 (2) " 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/7 FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 12' FLITCH PLATE THIS SHEET Hb (2)-13/4"X 111/4 ATTACH TOGETHER W/(2) ROWS 1/4' X 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS La IB" O.C. TYP. EACH SIDE H6 (2) -1 3/4' X 7 1/4 ATTACH TOGETHER W) (3) ROWS 1/4" X 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO, OF JACKS& STUDS RED. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA END 1'-0"-3'-11" (1) (2) (1) (2) 4'-0"-9'-D" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o,c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x B #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M Gas BITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS N 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) OBB FLTCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. 121- 2 x 12 #2 SYP W/ 7/15" CONNECTION: PROVIDE (2) O58 R1TCPLH ATE. NAIL SIMPSON LSTA24 DR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO W000 POST ROWS OF 12d NAILS 012° OR (2) SIMPSON HETA18 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 111/4" LVL ( CTION: PROVIDE 21 CONNECORNESIMPSON 2.OE Fb=2800 PSI. NAIL BEAM LSTA24 OR TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x3 1/2" SDS WOOD OR (2) SIMPSON HETAI6 TO CMU SCREWS 016' OC. TYP. Qpt, U.N.O. ON :ROOF PLAN. EACH SIDE. (2)-13/4' x 117/8" LVL 2.0E Fb-2600 PSI, NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS by is" O.C. TYP. OR (2) SIMPSON HErAi6 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2). J. 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETA18 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 DEAN INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. M U) Y N R BA. OPTIONS 3040 (1) PC. FIBERGLAS SHOWER IN LIEU OF LINEN CLOSET OPTIONAL FLOOR PLAN SCALE: 1/4" =1'-0" It W LO m N 0) m 4 N q ih HOSE} BIBB 25 SH QB 25 SH _ PRECAS OTTOM @ W-8' Lai EGRESS �. _ _ _ _ _ _ _ EGRESS 12'-10" 13'-0" 1.3'-10" 10 0 w W LI N& - OWNER'S �. BEDROOM #2 _ VAULTED CEILING, VAULTED CEILING M VAULT CEILING J ?P Q 3 m on 02 C2 - -----�----- - G.T.- -- - - - - - - - - - - ------- ------- 2'-0"L 3'-8" - - - - - T4" 4'-10' 0 1'-6" 0 I H2 DBL 25 SH N1 I ,,.. - 2668 2668 ' 2868 r .� 8' CLG. 00 N m.-;. to 1R/1SH o BW1 7 U •' y W/ BASE PLATE w J ATTACHMENTS BAH 2 do a 0° OET BRG. WALL FQ w LO W W VAULTED CLG o m a U m 8 DETAIL N m ' I U .-IG�F , 3'-6" 5'8" II� FAMILY I� 2648 ROOM ' 2668 10' CEILING I 6'-8 , 7'-0" ° o 2868 ' d 2x6 WALL ViR ; ro 10, CLG. ° 4 ° __ __________________ ___________________ __�________- CD 4 BEDROOM #3 VAULTED CEILING I 0 I 13'4" 4'-0" 2'-8" 3.4" 3'-8" W w 3'5" ffi z UN BATH 9'4" 3'4" VAULTED CLG. -' bo m 5068 tv iq $'CLG. m A/C in TOP ON341Fz"------------------- WALL _______-i. N in - - - 1R/1SH D/W RANGE DBL. HOOD ' PROVIDE PLATFORM ' SINK ' FOR HVAC UNIT VERIFY SIZE WITH MFGR ' Z DINING ROOM KITCHEN t VAULTED CEILING VAULTED CLG. > , I inn `i 12'-10„ 7,4„ 6,_6„ 3.7„ 91-5" I I °P Z 2668 REFRIG. ti J r - - -In N dl U) I y II" NOOK 1 L 3 j J I: J VAULTED CLG. -; J LAUN.�===;; } 10, CLG. I ] I (0 ` I I (zn as aUo N v I G 41 N IL _ _ _II 2868 FOYER STEP STEP DN N 10' CEILING HANSON BOX W H io 'g' DRYER VENT ®� ------------- THRU ROOF MAX LGT 35'-0" ; PULL ON, STAIRS ' M 221fz" x 64" « P Hi SS DEN / `-----`--`-`---I ,., m NOT APP at BUILDER TO PROVIDE IANCE PROTECTION IF BY BEDROOM #4 IIF REQ IRED MUNICIPALITY. LR SEE SHEET 4 FOR DETAILS VAULTED CEILING , ADD INVERTED 0 /(2)12 S.L. TRANS. PE 2 CAR GARAGE HIP w/ B ELEV. 43 N ro O S13 8' CEILING 10'-6" ,,2'-10",4„ aFIN 20'-0„ cpv EGRESS ENTRY Ri 10' CEILING SEE ELEVATION FOR „ WINDOW SIZE &STYLE D SS 9M q a _ - LINE OF GARAGE DOOR � BM3 ELEV. "-I "B" & "D" C]C_ _CC C]]CC]C C --T-------------------T-- ' G.T. (ELEV "B" ONLY) ' , 16" SQUARE 9'-4" 2'-B" '-4 COLUMN TOP @ W-0" CD21 CD04 S3 S-2 2 S•2 I I HI I 16 x 7 OVERHEAD DOOR 13'-4" 6,4" 2,-0" 16'•0" 2,-O" 20'-0" FLOOR PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS WS01 S2 N ON aZ za o; U) U)) N Lo OD N VERIFY LOCATION W/ BUILDER {HOSE BIBB 4 ti ap M +26.5 / -28.8 I (U ) +26.5 / 34.4 +zas / -v.1 I (F) +24.8 / -31.1 +24.3 / -27.5 O +23.3 / -26.0 NOTE: I. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL I GENERAL NOTES R302.6 (table 302.6) If water based calling texture material Is used, Provide %1 gypsum board for 16" O.0 Framing, or 5/8" gypsum board for 24" D.C. Framing. Note 1/2" sag -resistant gypsum board may be used I.LO Of 5/8" gypsum, 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 1302.5.2 Duct Penetration. Ducts In the garage and ducts penetrating the walls or ceil ings separating the dwelling from the garage shall be constructed of a min- imum No. 26 a gag (0.48 mm) sheet steel, 1 Inch min- imum rigid nonmetallic class 0 or elassl duct board, or other approved material and shall have no openings Into the garage. R302.51 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 %" 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 Solidsoffit i3 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-oelling 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 w 1ndows 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 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., attles 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 11136" off WiliTgLC ilings: (See plan for the following og ips) 1k" exterior gyp fflt bo I attached to all framing members cIng provided at perimeter. The gyps shall be a Type "W" 11A" d rews at 8" O.C. In filed an on 4wPM@fflM1@T 7/16" OSS on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSS shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges, AREA CALCULATIONS 1st FLOOR 1820 S.F. TOTAL WING (AC) GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI TOTAL AREA UNDER ROOF 1820 S.F. 396 S.F. 56 S.F. 137 S.F. 2409 S.F. U LO Z M13 J1 Z W (--' w fti3 O w r� /f/1 c I: E M? m0-t0i U mew ro W Q O N rr� 15 15ohm ® < Q P d ♦ Affiliations: BD P ♦ Consultants: 22 s& N _ L,J 8 N gg' t�Pi 8 N "� a s8 .�02 Ut C 1,T' a w a t- l 4 1 8 Z g4 d�8 w=k11iP�r03 aR z O MU �Ip S ,\P Q 33 :m •''••••' ,y W ,� 92 ti ❑❑' .3 19 ♦I Builder: CO .......... �N non '-r".fg9RR.f 51TTlyl1 i N LU Z 4CD z W w N O J N W LL n 1- m W 5 N z O I - vJ W III NN CIO 0 cLL MC''i c Job Information: _ C O / a N O - DO a a U o � z rH � W J M \ �/ rl Lo t CO U) O : (0 N i z oJwm0 J M In (1) LL li ♦ I Revisions: 1 YV 2 3 1 ♦ I Model Name / Number. FC*-111 ♦ I Plan Issue Date: 1 Wednesday, July 17, 2019 VI KA PROJECT NUMBER: 19-4240 Sheet: Of: FIL FLOOR PLAN 2019 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE SEE PLAN 00 ' o g N N 16" (2) #5 REBAR FM01 I SINGLE STORY FfG REINF. SEE PLAN —F.F ?7,1) # 5 REBAR FM03 I THICKENED EDGE 1 1/2"=1'-0" FM08 I 2-STORY FTG. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION 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. • + ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE cov - 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 2x BRIG. WALL. 2 STORY: 201, X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) N REBAR FM11 I STEP DOWN BRIG. SEE PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION UNLESS NOTED OTHERWISE 1 PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE OPTIONAL CURB FOR VARIES LAPPED MIN. 6" AND SEALED. MASONRY @ ELEV. 0'-0" '----•—F.F__ _— W/ (1) - #5 BAR CONT. • ' 2 4" 2500 PSI GONG. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LES ,. . OF FIBER PER CUBIC YARD FIBERMESH/RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 ' — F FOR FIBERMESH OR NER�414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR /+� BARRIER & TREATED FOR TERMITES. p I 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR, TO REINF. N W (3) - f5 CONT. BEAM W/ (1) 45 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC SEE PLAN • DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16" (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR GEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1/2" =1'-0" FM02 I SECTION @ GARAGE 1/2" = 1'-0" 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. IF GREATER THAN 24" CONTACT FOR OR 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO 8E STEPPED EFERENCE FMASW FOR STEM WALL OPTION DOWN G C TO DETERMINE STEP LOCATIONS IF REQUIRED REINF. PLAN 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE F.F. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB m *- - * 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY N E ) 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: -- 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION .ti " �� - • REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR ;3) # 5 REBAR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX DRY DENSITY AS DETERMINED BY ASTM � 1557 ( MODIFIED PROCTOR ) 1/2" = 1'-0" THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. -(2) #5 REBAR FOOTING SCHEDULE MARK WE DEPTH REINFORCING GRAVITY CAP. [lb,- F1.0 1'0' XCONT. 1'-0" 2 #5 E.W. BOT. 2000 F2.0 2'.O' X 2'.0" V.0" 3 #5 E.W. BOT. 7200 F25 2' 6" X 2'-0" V-0" 3 #5 E.W. GOT. 11000 F3.0 3'-0" X 3'-0" 11.0. 4 #5 E.W. BOT. 15600 1/2" = 1' 0" i3.5 3' 6" X 3' 6" 1.0" 4 #5 E.W. BOIL 21500 F4.0 4 0" X 4' -W 46" X 4'-6' 5'0" X 5'-0' 6'-0" X 6'-0" I'-0" 14" 1' 4" 1W 5 #5 E.W. SOT- 5 #5 E.W. GOT. 6 75 E.W. GOT. 7 #5 C.W. GOT, 28000 34500 42500 61500 F4.5 F5-0 F6.0 1/2" = V-O" I FM12 I STEP DOWN NON BRIG. 1/2" = 1'-0' LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING —SEE PLAN - OPTIONAL CURB SLOPED GROUT o_ SEE PLAN 00 OR MASONRY AT TO DRAIN —4"x 4"x 16" C) y TYP. SEC. to ELEV. 0'-0" WITH CURB (1) #5 BAR CONT. (G.C. VERIFY) ; I I zg F.F. —REINF. i iD ' • _ - (SEE PLAN) 2 #5 CONT. • INSTALL LINING 2 #5 BENT BARS W/ MATERIALS PER MIN. 25" LAP SPLICE FBC-R P2709.2 IL--� MUDDED FIR.MIN • "� y SLOPED TO DRAIN 2 #5 CONT. MIN. FM1.4 I SECTION @ RECESS SHOWER 1/2"=1'-0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE— SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" 00 #5 X 25' X 25" - CORNER BAR ONE o FOR EA. HORIZ. �, REBAR, TYP. U.N.O.` (2)45 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THIRD FOOTING W/(3)-#5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. FND PENETRATION 1/2"=1 -O- A STEMWALL SCHEDULE TN FOOTING DIMENSION MAXIMUM BER/SIZE NUMOF BARS LAT. F.C. SPACING (D.C.) 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT IN STEM WALL 0'-0"-2'4" 10" 16" 20" W/ (2) #5 BARS <674# 6-8" >2'-0"-3'-4" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'-4" 16" 16" 4 48" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED 1 EA VERTICAL REINF. BAR- #4 TURN BAR W STEM WALLS GREATER THAN 4'.0" (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAS REINF FIN GRADE MIN TO TOP OF STRIP Fro. COMPACTED CLEAN FILL IN MAX 12" LIFTS / STRIP FTG, W/ OF REINF. PER OULE (3 SHOW •s a II ab• COVER d FMASW I STEM WALL SCHEDULE TICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL IN TIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACI TATED IN SCHEDULE 2. W.W.M. 1 QUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND r. F.C. ABV. FDN. WALL WHEN M WALL EXCEEDS 4'•0" FIBERMESH CAN NOT BE USED AND PLAN SPACING #4 TURN BARS REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO SEE NOTE TIE INTO VERTICAL AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #g 3. IF STEM IS REQ'D TO GHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MOR FORMATION 4. G. C. TO PROVIDE ADEQUATE CING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE .C. 5. #5 HORIZONTAL CORNER BARS WITH " LEGS IN KNOCKOUT BLOCK @ 16" n * O.C. VERTICAL GROUTED SOLID WHEN S WALL IS GREATER THAN 4'-0" 1 TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WAT TURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR R FEATURE. *SEE NOTE 5 7• ALL STEM WALLS GREATER THAN (4) COURSES SHALL B Y GROUTED. 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (SOTTO LL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFA 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS 12' 10" FM19 3' 8" 3 TYP. R CORNERS n 39, 8" 13' 0" 13' 4' 8" 3' 6" 4' 0" 1181, _____________________ ___ ____ HOSE BIBB FM01 FM03 0 3 ; 3 I 0 FM11 r` FM11 ' 3 3 ' W c3 O I m Z 1F2-5 N < F2.5 I ' Q 1 U F- ¢ 0 , a _ o ' I o ' , ST P DN. 4" I , N I F 1 311 I li STUB ;UNIT i W.C. ;o �� ' LAV. '� ; r--1 ' 1 f —IL / .9 LAV r „ -Y L DI O O 4 J bI _____ �__ _____________ _ 0 LL J11 1' 11" 3' 1" 2' 8" 9/ iv LAV I � it O N IDIt LL J j o 0) I , ` r —Z + S� 1 W.C. `r' Yam, I'TU13 STYLES',NARIES ' :;VERIFY DRAM'v ; I','�.00ATIONLO LO , ' 24' 8" 15' 0" , )'SINK ; I , I SO , ' N I 12' 11" PROVIDE CHASE FOR HVAC UNR 1 VERIFY LOCATION ; o, � ; 1 1 -----,•� � FM01 ' "y Cb WASH — — — 3 4 F301 �\ °0 , STEP ON. 4" F311 ' FM32 W. H.''I I y/ , , Q , I , 1 0 a Z ■ ■ STEP ON. 51h" a o i 6.4. 20' 0„It 1 00 W a z �_ U C.J. o ' `-------------------------------' U � 6: , , 2' 8" T 0" 3' 8" , a , , 1 1 , I ' , FM03 ' FMO9 a 1 , 3 , 1 , ■■ ■■■ L(2) #5 BARS W/IN EACH F.C. TYP. @ EA. u 6' 4" 2' 0" SIDE OF OPENING 16' 0" 2' 0" ,918.. I. 20' 0" 39, 8" FOUNDATION PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS COMP. UNIT HOSE BIBB O i� 0 a 0 i- 0 r` UI Z � Z g 1/ Z •L W O w N r~ Eon 0 F: E O m 00 0 0 Q P � a ♦ I Affiliations: Consultants: w m 0 V �sz a, 0) c 8£q p Udm�a 'E m N� a .`'+ F CD N'- N �8 Za�rn�E a w�.o, v — Ix NO 5 �'RB�m W� R'1�1 iC�Im I 07 � •s �¢ Q�.•Q e �I co Q• , IV Builder: a� 3� N W_ �a U IL LLI J J W W O �+ J LL N = W 1= p �/ QQ�m O G _3 ? M tj c I ♦ I Job Information: I O C O N `} O �N � a 0 O U O � Z�' � L) W J M � / rl L!7 M � m � U z m�� OJLU 01 _I m (n V) ILY01 L° ♦ Revisions: 1 YV 2 3 ♦ Model Name / Number: 1820 ♦ I Plan Issue Date: Wednesday, July 17, 2019 ♦ KA PROJECT NUMBER: 19-4240 Sheet: 3 Of: FOUNDATION PLAN DEC 10 Z019 W LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS Z EACH 200 GEN UGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 6= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL 0 m 'H 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FII'll ALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR TO SANITARY SEWER 1 1/2" VTR BIBB NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. COACH `\ LIGHT COACH COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39"AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 5th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. S. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTWTY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 1W 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 5th 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/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT 14 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n TRACK LIGHTING SCOUNCE ( WALL MOUNTED ) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT to '2 DOOR BELL CHIMES (j WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET O— DOOR BELL It SPECIAL SERVICES OUTLET D0 P DISPOSAL TV T.V. CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® L.E.D. DISC LIGHT J ❑ JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT All 71 BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR MiWiR200AM, SERVICE 200 = 210 COPPER OR 410 ALUMN. I142'CONDUIT METER ) I I MAIN _ Mgwp A/C DISCONNECT UNDERGROUND 200 AMP SERVICE BY� POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL. # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER e) APPROVED GROUNDING ROD W/ MIN. S' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. Z m z Z g¢Z V/ ¢ v !v Q u w z ❑ .a 0 w Dv) c Un :D o� o M F E mo<$ U rno—m m O y N x o $ °' U Q Qag VI Affiliations: J r' B D i Consultants: ✓9 � fit 2F w 8 Lo �_ Sga .i r ago Q Nmz 0'� O) g 0 S, N )w.o a4n Q � � � �, a � .y < x LLi a a r ci �mg'1�Z�43z �.w LL 1 3 5.G {j, W 9 9f yg'j yn03 W ,O E OI p K 4' m i C4 22 w 2 m "i F Za Mg7 _ m 4' m N 95,6@ m._v_ a C7 t�a"yC�vi YU ❑ N 5'�'v W v ♦ I Builder: Q � 3� N W_ �Q U a � J LLI W I... I z F J W = v OJ N L.L a, m �L Z o O O > > M (y c ♦ I Job Information: a� c 0 U3 m ft7 0 NN I..L v 0 � a I— O U � z°' Ln LiJ :3 N qzt f10 ri Lf) m (/) D] N v z m�� 0- 0_J W otf _J m (I) (/) LIn uO ♦ I Revisions: 1 YV 2 3 ♦ I Model Name / Number. LS'lJ ♦ I Plan Issue Date: Wednesday, July 17, 2019 VI KA PROJECT NUMBER: 19-4240 Sheet: 4 Of: FILE ELECTRICAL PLAN DEC 10 W9 VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for intake and exhaust 0 60 OF BLOCK FIN. FLR_ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT W' W HEAD HG 00 io 25 SH — OF BLOCK DBL 25 SH SMOOTH DECORATIVE RAISED BANDS RETURNS ro 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE FIN. FLR. W'DOW HEAD HGT LITE TEXTURED DECORATIVE co CEMENTITIOUS COATING zo 25 SH DBL 25 SH 25 SH FIN. F 2868FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" LR. 12 0 _TOP OF SMOOTH DECORATIVE — BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE LEFT ELEVATION "B" SCALE: 1/4" =1'-0" 12 48" OFF" OFF R® LITE TEXTURED DECORATIVE CEMENTITIOUS COATING BEARING @ ENTRY 0 0 0 ro FIN. FUR_ 48' OFF RIDGE VENT 48• OFF RIDGE VENT W'DOW HEAD HGT 00 33/2 SH DBL 25 SH Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 138.00 net sq in / If net sq in / sf Off ridge vent provides Overhang distance. 1.33 it S.F. of Area to be vented (SF) '2409 s.f. Total needed for exhaust for upper 1/3 578 nets inches Total needed for intake (soffitarea, lower) 578 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 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan 209 RIGHT ELEVATION "B" SCALE: 1/4" =1'-O" RAISED BANDS CEMENTITIOUS COATING S.L. AND 16" H THAN. ABV. OVERHEAD DOOR DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "B" SCALE: 1/4" =1'-O" TOP OF I FIN. FLR. 0 tiz Z o `rI 1A , _ y Cw _ O N O w s p t/! c U P� ; E o 0 Ln � m4vu C) 0 0 0 � 0 0 Affiliations: , I An B D. Consultants: IV I Builder: i Q � ?� N W �Q U ao Z) NO J WLL W N O E/ J �/� LA. W a p :J m z = O 0 O _j S M (y c ♦ I Job Information: c O rn r Q) U li 0 � CO a C U o � z .a) -0 W J °' m mj- rl Ln chi () C f0 d i z m�0 — Q J W =)o � Jm(nu) IMnLOL ♦ I Revisions: 1 YV 2 3 ♦ I Model Name / Number: 1820 ♦ I Plan Issue Date: Wednesday, July 17, 2019 KA PROJECT NUMBER: 19-4240 Sheet: 5 Of: ATIONS 9EC 10 I� 20'-0" MAX "X" BRACE SEE G. C. TO PROVIDE DETAIL T601 BLOCKING TO COMPLY W/ APA RECOMENDATIONS _ FOR SPAN RATING OF 7/16" OSB. SEE DETAIL TB03/S-4 W a 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/18 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 16/32".) IF 16/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS �� EQ CONTINUOUS BOTTOM CHORD a BRACING 2 X 4 MIN. SEE DETAIL TB04- Q ^ a w Q DO V m 0 q 2 r X R V rT1 X Q 4 o � a TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGT14AT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS o C 3 ROOF NAILING ZONE DIAGRAM O NAIL AT BASE 2ROWS @4"O.C.W/SdCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ Bd COMMON NAIL ZONE 1: Ed RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER SHANK NAILS) W/ 8d COMMON NAILS @ 4" O.C. NOTE: O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1) 112" PLYWOOD OR 7/16" OSB MIN. SPAN RATED 24/16 MEMBER IF GABLE END (TILE) (SHINGLES) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE 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 B (2)- 2x TOP PLATE EXPOSURE 1 EXPOSURE BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET SHEATHING 2x RIBBON - VERTICAL OR BLOCKING BETWEEN FLOOR - - - - - - - - - - - - - - - II II SOLID 2x w II BLOCKING @ ALL � III III II II II 1 SHEATHING o III C III II I EDGES (SEE a F III III C SECTION X-X) N - III 111 III OPENING 111 11 I III I II II I III III III II II III II II II 2x STUDS w o III I I II II II II II BEYOND N III I I II I III II II II SEE PLAN 0 III I II II II II y z III I I I II I II I II II II I I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING �`-- 2x4 P.T. BASE PLATE BEYOND SEE PLAN w z w6 d O. J W �H-Ox O¢0O¢ 0) L00~ N W DE LL LL SYSTEM AT ALL PANEL BLOCKING 4s, LOCATIONS MIN 2 X 4 H2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL I S 1/2"/2" W/ (4) 8d NAILS (2) Bd NAILS @ 3" O.C. /2" ALTERNATING STAGGERED SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE ING V SPAC BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV8 - TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING C1-05, C1V-05V, E7, E7V, L/R -307#Or less HETAl6/PER TRUSS MFG 1810# (9)10dx 1-112" E7VP,H7,H7V C1P, E3, H3 L/ R - 246 #.or less H10A/ PER TRUSS MFG 1340# (18) 10d x 1-112" A01 - AO@, A09, AID, D02 L/ R -804 # of less HETA16 / HETA16 18104/ 1810# (9) 10d x 1-1/2" (9) 10d x 1-1/2" B02 1/R -694#orless HETA16/H10A 1810#/1340# (9)TOO! x 1-1/2" (18) 10d x 1-1/2" 1810#/1340#/ (9) 10d x 1-1/2" All, Al2 L/M/R 932#Or less HETA16/H10A /.HETA76 (18)10dx 1-1/2" 1810# (9) 10d x 1-1/2" ( 9) 10d x 1-1/2" 803 - BIDS L/ M / R - 655 #or HETAl6 /HETAl6 / H10A 1810 #/ (9) TOO! x1-1/2" - 1340# 1340H 16 10d x 1-1/2" (9) 10d x 1-1/2" A07 L/M/M/R -715#orless HETAl6/(2)MTS12/(2)MT512/ 1810#/2000#/ (28)10dx 1-1/2" HETA 16 2000# / 1810# (28) 10d x 1-112" (9). 10d x 1.1/2" ' (10) 30d x 11/2" (2)HETA16/(2)HTS20 I(2)HTS20 2035#/2900#/ (48)10dx 1-1/2" A08 L/M/M/R 1859#orless -/(2)HETA16 2900#/2035# (48)Tod x11/2" (10) 10d x 1-1/2" TRUSS MANUFACTURER: PROBUILD/BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 6/_2118 L = LEFT, R = RIGHT & M = MIDDLE BEAU NGS. BEARI NG LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS, ALL CONNECTORS ARE SI MPSON PRODUCTS R TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 c>-I M � If) I- ti ti ti ti 1- ti ti I`_ ti ti ti 1,_Lo m r>H 1 C3V C5V y� it N m F RAKE FRAME BRG WALLS TO 10"-0" F N ci C3V J C5V civ A08 A07 3/12 VLT 10'-0" CLG 3/12 VLT A06 �2 D TB15 D S-4 Z_ A05 A04 A03 A02 A01 A01 A01 10'-0" CLG 3/12 VLT A01 3/12 VLT 10'-0" CLG A01 A01 A01 A01 ODD SPACE A02 A03 A04 A09 10'-0" CLG 4 12 VLT A10 3/12 VLT � 8'-0" CLG A11 10' 0" CLGCC)' Al2 CN C5V m > B03 C3 > > > I 10' 'CLG cn 0 U w w B04 1 c Vi BRIG. 8'-0" AFF g W/ KNEEWALL 1 w LU w TO 10'-011 A B s-4-o TYP @ FRAMED HIP CORNER C1 TRUSS LAYOUT "Bill ODD SPACE 8' 0" CLG D02 ,� `'3 U U w UU LL C5 y i C3 w U U Cl SCALE: 1/4" =1'-O" D SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE 1ARK TYPE CONNECTOR FASTENERS SPF SYP CONNECTOR&FASTENERS SPF SYP OFRAME TO HEIA16 w/(STOdx1-rz•OR II IA16 w/ (ION W.11@'OH MASONRY 1ETA20w/19)lWx, 1,1775 18ID HTA20w/(10)IWx112' 1685 1016 0 FRAME TO FRAME lv.5 / (10)W NALS 535 600 RI lA W (IO)M NALS 565 61D © FRAME TO HI 0.4 wl(iB)tOtlz 1112" W'S lyo RTTtAwllt' IN0112" U60 1360 FRAME H10A2wKl8110dz110ATDPLYTRUSSEG WO 1245 RT162W'(16)1Ddx112"AT2PLYTRUSSU 075 1160 O FRMIEW MT912WN4)IWx11/2'WVEXTERNH2 MTWl2wg14)lWxlIa'IATEXMERICR FRAME LOCATION INCLUDE TOENAILS) 86U 1000 LOCATION INCLUDC(3)12d TOCNNL67 tUW Td5 O FRAME TO MOT W429)10d NAILS AND SA AT.11111 NAILS AND SS' AT.R. w/ MASONRY EMBEOMCNT./SIMPSON"SCT"EPDXY 3390 "'es 12" EMBEDMENT wI SIMPSON'SET"EPDXY 12" 33]0 M95 10 HTS2Owg24)I0dx110(ATEXTEAIOR HTW4wN24)10dx112"(ATEXTERIOR OFRAME FRAME LOCATION INCLUDE(3lN TOENAILS 1246 1 14M LOCATION INCLUDE(3)12d TOENAILS 1286 1630 FRAME TO (2) HTS20 w94811Utl x 1la- (AT EXTERIOR (2) HTOM W(48)I W x 1112'(AT EXTERIOR Q FRAME LOCAI ION INCLUDE(6)1" JOENAIL6 2490 2900 LOCA110NINCLIAE(6)12d TOENAILS(EA) 25]0 M60 HOT 2 Wl(I B)1Cd NAILS AND (2)5111 A.T.R. HUCT21J MIOd NAILSAND(2) W"A.T.R OFHAMETO MASONRY w112" EMBEDMENTW SIMPSON'SEY BIAS 10980 W1T EMBEOMEN I- SIMPSON 'SE I ]OM W90 PDXY(IIGT-S FOR 3-PLY) E FOXY (HOSTS FOR 3 PLY) FCTR wl(18)1//x2-SOS WOOD SCREWS RFUS W1(12) W53 WOOD SOREVIS AND (DFRAME MASONRYTO ANOQ2la xSTHENHDANCIRORBCLTS SUN BODO (4) 314' I, 8' WEOOE-BOLT 3600 5500 2 FRAMETO MASONRY (2) LUT11/ (32)16d SINKERS & (14) 1129)l8d 4TTEN (FOR 8]20-M 4300MDGEOLTTRUSS) (2) LUGT2 w/(32) l6tl SINKERS a (10) V4'x3"fld 3100-M 31001 FRAM E OR 2 1tld91NKER9 FOR SAMSS) (8) PANE IEAI 36I0-F 9100.E OR 3 16tl 51MtER9 FIXi FRAME Eq SHW RSFO FRAME(EA 1 z) 1 1 38W-F 9620. OFRAMETO 2 LGM wl 24 1A"x3'9 O ( 1 O6TRUSS) 652)lW5"TITFSFORFAMEG B6]0-M 2)LU&(4)124)1l4 x2IQ' WS2$ 6.IM'M MASONRY! FRAME GR 16118tl SINKERS FOR FRAME (FA) 5310-F 5310-F T3]6F yC.R (66)B(<SHWES WR(10YE(EA) OR 166)16J SINKERS FCfl FAME (EA) 6480-F 771N 7]104 6l BEAMTO TIU4100PIHUC4IOW/(18ll6d&llnllnn I OMRM I IIIAIAOPInMIOFw/1B11Ad R11nf1nn 11Mse V MASONRY I 1.4" a J/4"& lO) 1f J NAILS U01800 I WEDGE -BOLT S (10) I W NAILS UXI W © BEAM To WSONiYI HU4fi0PTHUMW(6)IOd NAIL6& (1T)IA'x]314'TITFN(TOMAS) G41540 UI198C 0430W UN1135 H146OPTHALOV(6) WNAILSB (12)114- x 2 WV TAPOONS(TO MAE.) GI0N30c U11140 UBI14 FRAME OR 112) 16d 8(6) 10d (FOR FRAME) BYP.F 9YP.M OR (12) 1W 8(6) 10d (FOR FRAME) SYF.F 9Y0.1 FRAMETO (2) HETN6 OPT (2) HEFA20 20M 2035 (2) HTA16 OPT (2) HTA20 1585 1615 M MASONRY IFLYw/(10)iW x 11rz'OR 2500 2500 1.P-Yw1(0)i 370 3130 2-PLY wI (12)1Bd 2)Nd'W 2-PLY w/(1211fid HTSMl6.MNOJNALSANON) VA'X11/4" 1010 1173 H1VJM16W(8110d MIU3AND14)1l4'k13,4' 1145 120 TAOMS WEDGE -BOLT OFRAMETO MASONRY HTSM20W(l010d W NALS AND (4) IH"x11M" TAPCWS 1010 1175 ONM2Gw/(10)lOd NAILSAND(x)lMVkl S4" MODEBOLT1145 1225 O FRAMETD H109 w1IB1&0la" NALS AND (2)W&W LUGTI w'(8) 8J M IN' NAILSANO(2) TITAN HD MS 1W6 3'6'z4"WEDGE-BOLT B95 low FRAMETO D 112L wl(8) 1A' x' 12BOB WOOD UI S-1Z w/ (8) 114' .1 12- WS15 WOOD QO MA90N4Y SCREWS AND (1) 1rz' 9 AT, 0. EPDXIED WI 1835 SCREWS AND (1)1IT 8 AT.R. EPDXI ED wI - 18M BIMP90N'9ET'(9EE NOTE p4) SMPSON'SET'(9EE NOTE W) FRAMETO HITS w/(WIN x212' NAILS AN U)518-9 H1746w1(28)16dx21a NAILSANU(1) O MASONRY AT R. EPDXIED IWSMPSON'SET' 'DIS SA-ZA.T.R. EPDXIED WI SIMPSON SEP' - 5005 (SEE NOTE W BELOW, (SEE NOTE 94 SE -OM FRAMETO IITT4 w/(18) 16d x210 NAIL AAND(1)SIWB E12n IITT45 wl(18) IM II 12' NAILS AND(l) O MASONRY A.T,R. EPDXIED w/SIMPSON 'SET' 3640 518"2 A.T.R. EPDXIED WI SIMPSON"SFT" - 4160 (SEE NOTE N9 BELOW) (SEE NOTE N/ BELOW)FRAME TO HI06 WI(24) 1W xl IQ"NAILS 870 LUOT1 w/R3)8d xl W"RAILS 895 low AME RETUSORES8(5)1AW1TAPCENBOB H118M w/(9i 10Jx11R"NAILSB MASONRY SCREW68(5)14"x2114"TAPCONS (4)1l4'x13I4'TAPCONS i8A3 1395 VGT wl 06)1IV'x5" SDS WOOD SCREM & OFRAMETO MASONRY (i)BI8"B0.11ED w/SIMPSON'SET' 3655 9940 w112"2"MIN. IN.EMBEDMEVT 12) NOT w/(32)114"AT' SDS WOOD SCREWS 0FMMETO IN MASONRY &(2)518" 3 A.T.R. EPDXIED wI 6INPSON 5116 11% "SFT'v 12"MIN. FMWOMENT O FPAMETO vG l wl(16). ifi 1N Ar SOS WO HCU DS2.5w1Oq MN21l8SOSW00D u85 4565 MUGT6 wl(22)tOtl NAILS 8HTT46 w/(i8) 4160 FRAME 9W EW58 (i)SIB'Y A.T.R. W NAL58 (i) 5,88 ATA. O FRAMETO (2) H Us w/152)l6Px210"NML86 12) HTIR W(62)16d-#Ia NAIL9 FRAME 1 (1) 58'6 AT R.(SEE NOTE N4) COS M90 &(1) 518'9 AT.fl.(SEE NOTE#I MOD f] FGLI IYINNFI.iIIP,l I1TF0.. '. CONNFCTAII. FLOOR TRUSSES TO INTERIOR BFARING WOOD WALLS I SFANS wI(2)12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE FWWIDED BY TRUSS MANUFACTURER, U.NO ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USE CONNECTIONS. SEE FRI NO PLAN FOR CONNECTORCALL OUT. 4. FORSNGLE PLY TRUSSES, SCAB ON FULLHIIIGHT SYPM 2'N' TO TRUSSVERTICAL WEBWao ROM90F IOd NAILS 03" O.C. STACCERED. 5, MIMMUMA.LRE10DEUMENI:5-EMUEUMENI FOR 11-A,I.R. V EMBEDMENT FOR NS'A.IR. 9' EMUEUMENI FOR le ATR,(IF AT STEP, DEPTH IS FROM LOWER SLAB). OMMIMALCONJECTORUNOONFR4MINOPV,N ' CONNECTION FOR ALL ROOF/ F1 OOR7RU56F6 TO MASONRY WALL&LINTELS/ ICF WAI IS UNOOB PI AN 2. CON N ECTION Alr 'OR 3rO.C. PENDINU VERTICALS FOR ALL FLOOR TRUSSES PARALLELTO MASONRY WALL6 SEE DETAIL F8UMFW MORE INFORMATION & CONNECTION FOR ALL HIP JACK(COTMIER JACK) TO MASONRY WAU_TICF WALLSLIAl ELS 4, CONNECItONI RALL CON IINJOUS HIM BOARD TOTOP OF MASONRY AI32- O.0 MAX, W Q)AI EACII CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT wRA IIF APPLICABLE) LAYOUT 5��CONNECT ALL FLOW TRUSSES TO INTERIOR BEOAINGIMOD WALUB-AM8.1 ON 12d-ONAILS AD) MNIMALCONNECTWUNOg4FRAMNGPVIN 1 (C) MINIMALCONIN CTWUNOONFRAMINGPIAN I ROOF FRAMING NOTES ROOFING SYSTEM (SEE ARCH.) OVER MIN. 1 2" COX (4 PLY OOD, SHING R ME OOD TRUSSE - RAME ROOF. (SEE PLAN FOR SIZE AND G. SEE ARCHITECTURAL PLAN FOR TYPICA N. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 rig SYP WITH (3) SOd 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 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 C.M.U. OR ICE WALL SEE TYP. WALL SECTION 1x2 MIN, P.T. FASTEN TO C.M.U. w/ 11/2" LONG T-NAILS @ 2'-O" O.C. SECURE J-CHANNEL @ 12" O.C. REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST O t-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 y� G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES //M1M1 SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0- V Z � Q d 6 W U) z Um p O V 0 F-N C ooCE W ~ O I.L. 2PT N O y N 2 '. "3 0 9ED "3Q C N ¢ 1: Q h P O Affiliations: Consultants: 0 g 8CN N� ~ r c'f_ Wm F-gocooz w CN # a �m"iz C/) p w 88'3Q(Oa w c amc�] Z_acQ� m=`� 3 w3 35.q Z Z 7 �2mU U,W oo E;7 DO DO(�0 92, Pcg Fy Z01cai CD N E Q� Rn ca 3 3 J G] CE C o g 0 ♦ I Builder: 1 aM 3N W �Q U ILUJ J Ix W W N O F l! J W LU p J 2 O O M Ci c IV I Job Information: I O C 0 U) 3 (D O T f0 a O U � z ) 0D W J N D] OO a-i LL7 CI) (n O U z mom°' p LrL^II Z) o � J co VJ w In 2 ♦ I Revisions: 1 YV 2 3 ♦ I Model Name / Number: 1820 Plan Issue Date: Wednesday, July 17, 2019 VI KA PROJECT NUMBER: 19-4240 Sheet: /1 Of: ROOF PLAN D FILE COPY OEC 10 2u'9 LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NDNSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE 45 Cm LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAG — r: .I SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL • SEE LINTEL SHEET FOR SIZE OF LINTEL) PRECAST LINTEL -REG. OR RECESS IN MIDE u FOR I "Mum HE TRANSOM OPENING -FRAME INFILL ' AROUND WINDOW e BY BUILDER SEE WF01 FOR MORE INFO x (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER ® EA. END. USING (6) 3/16" DIA. X 13/4" TAPCONS INTO MASONRY & (4) 10d X 11/2" NAILS INTO HEADER THEN APPLY THE 2ND PLY TO THE 1ST PLY W/10d STAGGERED ® 6" O.C. OPENING - F.C. EACH SIDE SEE PLAN MS02 TYPICAL SHEAR WALL SECTION N.T.S. MS07 LINTELS AT ENTRY DOOR w/ TRANSOM N.T.S. SIMPSON SPTS TOP AND DOT. W/ 12 10d NAILS 2-2x4 SPF @1 EACH STUD TOP PLATE SIMPSON LSTA30 2 x 4 SPF AT w/11-I0d TO PLATE 16" O.C. & 11-10d TO COLUMN TYP. TIE BEAM W/3D00 P.S.I. CONC. W/1 #5 REBAR CONT. SSPF W/(6) X 7 1/2 SPO P6 OR OR SP8 FOR 2x6 AND 2x8 WALLS USP LSTA30 ' SIMPSON A34 W/ (8)-Bd X 11/2 W/ 22/10d NAILS . NAILS ® TOP & BOTTOM _—__— _ a .IL J • • OF HEADER DOUBLE 2x TOP PLATE SEE PLAN FOR HEADER MIN. OR BUILT-UP COLUMN EA. DN NAILED TRANSOM \ III REFERENCE DETAIL w/10d @ B" O.C. STANDARD HOOKS SEE W F02 IF RADIUS MS05 FOR MORE INFO / OPENING REQUIRED Q I I SIMPSON MSTAM36 I MAYBE USED W/ TYP. FILLED CELL W/3D00 III TITENS P.S.I. CONC. TRANSOM OPENING I i & 1 -10d2 AIL & 10-IOtl NAILS. W/1 #5 REBAR VERT. ARCHED OR FLAT I I A11 ING WALL 2X 4SPF AT 2-2x4 SPF I6" OC.SILL PLATE III P.T. SILL PLATE W/ W'*'ANCHOR BOLT Q 32" O.C. @r BASE PLATE ME WALL z -U DOUBLE 2X4 W/ USP MP34 (al TOP & BOTTOM .2X8 P.T. W/ VW X3"9MPSON A34 W/ (8) TAIX.ONS @1 fi' O.C.8d 1X X L 1/2 NAILS YP/SPFP.T. W/ IN MASONRY DR lod 8" "J" BOLTS OR NAILS ®6" D.C. IN(3) i/X 6" EXPANSION WOOD, PRECAST RECESS ANCHORS OR (6) 3" X 1/4" LINTELOPTIONAL FRAMING TAPCONS OR TO BE 2X4 SPF (8) 2 7/8" HILTI TIkDNI UNLESS OTHERWISE NAILS SIMPSON SPI W/ NOTED. 8)-10d NAILS @I BOT 2, BASE PLATE SEE AND USP SFT24 W/ PLAN FOR MORE INFO 12-10d NAILS 0 SILL DOOR OPENING MS031 FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. rl /.I�aralrl"TI/�al flrTarr WF08 LINTELS AT ENTRY DOOR W/TRANSOM N.T.S. #5 REINF. 20" MIN. LAP BAR 9 #3 OR 04 REINFORCING BAR #A R #d I AP SPI ICF .. 25" MIN. LAP #5 STD. 90° #5REINFORCING BAR HOOK #R AI P�[F_ SCALE:1".1'-O" 36" MIN. LAP � 016 REINFORCING BAR • GRADE FO U.N.O. 96 1 AP API ME I MS05 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/W X 21 " 12" O.C. 1 2 x 6 1/4" X 2V4" 12" O.C. 2 2 x 8 1/4" X 21W 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. - iLINTEL (2) 2X P.T. BUCKS W/ 1/2- O.S.B. OETWEEN FASTEN PT 2X NAILER TO MASONRY h w a IF DOUBLE 2X NAILER IS USED. NOTE SEE OTHER NOOTE F-0H SPACING REQUIRED I MS111 2x BUCK DETAIL I N.T.S. I LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 B STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 172 405 92 8F16 - 1B / 1T (min.) 2 71-6i1 2661 171 1624 89 8F16 - 1B / 1T 3 41-611 6113 133 2707 81 8F16 - 1B / 1T 4 141-011 1002 168 560 154 8F16 - 1B / 1T 5 21-1011 5163 770 3524 399 8F16 - OB / 1T 6 7f-611 2661 770 1624 399 8F16 - 1B / 1T 7 41-611 6113 770 2707 1 399 8F16 - 113 / 1T O O ALL ELEVATIONS FAO O O re aaaaa aT roa nn. ar atop c4.u. oaom "s 7eeaa a1 ewrron O OF LARL CdKT pester ce NeaGNe 19,a'dCTIdL-IfOvlofl d see a' NO`IIN4 LLICM TYPE DESIGNATION r, -LLa u T4 4Vor , L. L 7_t r oudvrx CF NSGmda Ar pOrtCH OF LnR4 cavr-r SFIb1r-IE3/IT F I.L WIDTH J J G:aryilT GP °6 WYWaL xeIs. !®Aa dr roP MATERIALS 1. Fc Pretest lintels = 3500 PSI. 2. I'd Prestressed little = 60DO psi. 3. rc grout =3000 PSI w/MUmum 3/8"aggregate. 4. Conore:e masonry units (CMJ) oar ASTM C90 w/ minimum net area compressive strength - 1900 pal. 5. Better Provided In preceat lintel Per ASTM A615 WOO. 6. Feld miter par ASTM A615 GR40 or GR80. Prestressing slmnd per ASTM A416 grace 2701ew raisratlon. 77/37 wire For ASTM A510. 8. Modar per ASTM 0270 type M of S. GENERAL NOTES L Provide fell mime, head and bad)olnue. 2. Shun` filled lintels as requlred. 3. Instgladon of lintel must comply whh the architectural and/or structuraltwinge. 4. Llarea ere menufacbrnd Wan 51/2" long notches at the ends to accommodate eerlical cell mindming and grouting. 5. All hotels rcea: or exceed L/360 vertical deflection, except Ilmels 1T4and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rather to be located at the bottom of the lintel covey. 7. 7/32" diameter wore ail are welded to tie bottom steel for mechanical anchorage. S. Cast In place concrete may be preMeea In composte Ilmei In lieu of corcrete masonry units. 9. Seta Iced ratings based on rational design analysis par ACI 318 and ACI 830 to Lintel min, depths ere called out on lintel plan. If canvectar installs a deeper IIntal than Imitated on Via plan, daingthis increases the strength of the lintel and is approved without engineering letter. If a Smaller lintel Is Installed confect FOR far approval. �FE LOAD TABLE NOTES 1. Ali values hosed on minimLm 4" bearing. Exceptlon: Safe lead. ror mill ad 11'WIN must be reduced by 20%If bearing IengLh is less Plan 61/2". Safe bads for all recessed Ilr2els based on 8" nom not bearing. 2. N.R. - Not Holed, 3. Safe leads are total superirposed allowable lead on the section specified. 4. Sate loads based on grade 40 or grade 60 field ebar. S. Addll'onal lateral lend capacity can be obtained try the designer by Providing addional redrafted masonry above Ue Precast [Intel. 6. One #7 rcber may be substltmed for two #5 rebars In 8" media only. 7. The (IaaBner may evnlunte concentrated Was from the safe Wad tables to calcu'aung ere maximum resisting moment and Shear at dawey room tie Igoe of support. 8. For composite lintel heights not shown, use safe oad from text lower helglL 9. NI safe loads In units of Pounds per linear foot. PRECAST "U" LINTEL W/ 3000PSI CONIC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS (TYP.) IN I y.. I . I No rP11 . -' .> � STD. 90 DEGREE REBAR ON BOTH SIDES ANGLE 3000 P S. OF OPENING U.N.O. CONC. W/1 95 D REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID ". W/(1)#B BAR FOR ALL WINDOW OPENINGS 13'6" AND LARGE 8" x 8" x 16" CMU U.N.O. PLAN GROUT SHALL BE FLUSH WITH TOP OF WALL 10" STD. 90 HOOK i00K 2L oW e rat S' N m TYP. BOND BEAM 8" x 8• x 16" K0. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 05 DIA. REOAK I MS011 BLOCK WALL REINFORCEMENT I N.TS- I INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) 1:11, F z z Cl a I N 0 \Y� �LL�r•J� W O 1= T 0 WMpFpE N � m O V q 0 OyNy �Qam C N Q n h Q P O ♦ Affiliations: n (] : a.'/ B D. ♦ Consultants: t0 CN .Mg: fn .i N 4k 4k Q � g2 '° Nrn- L UumNo OWxmr 03 `� O m Lgg+ clul WyQUrn SPaa -.$. 'w- � z l a w La`8' p�j W o=o D_ m T as LWi1 0] 0 N e .,in c ^a +xCO IV Builder: aco 3W) N W �Q U ao � Ul J W N Z F V) UJI W p V z 0 O ^^ leek AA��FF�A •"I � 0 ♦ I Job Informatlon: Q) 0 0 rn Lo ^� Il o U Oc a L 1 O U � O 0 yr � z�0)0) � W J (1)m ,- Lf) L>7 4 fn m 0) i z co O J W : o Jm(n(nL[?L2 ♦ I Revisions: 1 Yv 2 3 ♦ FModeJ Name / Number: 1820 ♦ I Plan Issue Date: Wednesday, July 17, 2019 ♦ KA PROJECT NUMBER: 19-4240 Sheet: 1 Of. Rl LINTEL PLAN SEC 10 209 A THE HEIGHT OF THE CHIMNEY SHOULD EXTEND 2' OVE THE 2x6 #2 SYP P.T. o SIMPSON HETA 16 PQLNT WHERE THE CHIMNEY IS 10' FROM THE N REST W/ (2) %z"x5" WEDGE ANCHOR EACH END SEE FLOOR PLAN SPEC. g FOR BEAM SEE PLAN FOR BEAM z BUI NG SURFACE. CUSTO ALV CAP o SIMPSON LSTA24 W/ ///111 Z N WI ARK ARRESTOR 12) i0d NAILS (fill V FY STYLE OVERHEAD SECTIONAL a / BUILDER DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT � METAL FIRE STOP W/ WASHER. MIN. 6 PER z N (� TRACK TO JAMB. °s d: .''' •.Y.✓... SEE DETAILwFo2v u �,.• "••' •• ON SHEET S-3 DOUBLE 2x PIPE STABILIZER ,� FOR ARCH FRAMING s � 'o TOP PLATE WHEN REQUIRED (5) 1/2" DIA. x 8" 1/2"X 8"A.B. W/2" ° "J" w o a BOLTS WASHERS SET IN „ " SIMPSON A34 W/ m L?T C & m E FILLED CELL W/#5 TYP. FILLED CELL (8) 8d NAILS Cn ::3 —2 a g $ VERTICAL MIN. 5 PER JAMB. o ° My U rn w Cc, SIMPSON #2 FAND SP1 @ TOP2X4 SIMPSON SP2 @ BOTTOM "' SECTIONAL " oa` d ;) ° 2 X 8 CRICKET W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE @ OVERHEAD '.� SEE PLAN (3) SPF #2 FOR INFO. w U s o- a g ELEVATION FOR FINISH DOOR STUDS W/ 16d NAILS I_ Q Q ..; WOOD SYP 2? X 6" o o @ 8" O.C. SIMPSON LSTA24 ° ♦ Afflllatlon5: ?'d ' ^ TRIM O° A I �- 1 r d . ''.� ', ' '' W/ (18) 10d NAILS �°• ; OVIDE 2x BLOCKING �� B D.�� /�1/j RP WALL IF NOT ALI w/ TRUSSES 2"x6" P.T. WOOD JAMB • r,. •".' • 16d NAILS o ♦ Consultants: W/ (2) TOENAILS 2x BASE PLATE 12d DOOR AND CONNECTION PER •:' • �� ,. @ 8" O C STAGGERED ° SIMPSON LTT20B E , z, N ro (2) NAILS TO TRU BELOW GARAGE DOOR MANUFACTURER - GARAGE SLAB W/ 10-16d NAILS s `�° 0 N v _ P w @ 8" O.C. TYP. GARAGE DOOR a 'A' 'A' WEDGE/ANCHOR �3 g Q m N m z LL Ch SIMPS MTS12 TRACK MOUNTING DETAIL 'A'A' a .�. £Old Uw��o a® �a�0=9mp "� .o '. `-� 0 N W/ •10d@EA � __ %.. '� ti ti�a¢u T S o NOTE: DETAIL CD22 / S-2 MAY 8E SUBSRUTED FOR THIS S �_�o� Q saa W l "1P, C NEY PIPE MIN. 2" TO TRUSSES DETAIL - UNLESS NOTED OTHERWISE 0> '��0. '� ZaLL3 'ZZ a w¢{. � cc . v N o 3 3: c , rn_ 200 LLI ui.SO2r,mm CD21 ENTRY CMU COLUMN/BEAM N.T.S. 16 ENTRY HEADER DETAIL N.T.S.% H01 TYPICAL CHIMNEY FRAME DETAIL 3/4"=1'-0" MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.s. s � p� , � o s m � s° ..� • • cyG � c° E'. Is4,) r•' of 02 � aR:7_ * �OJm •�� •\�� rr hP O < 'TJT'tT P69d91,5� INSULATION PER FBC AND ENERGY FORM SSUBMI17ED WITH PERMIT ro v APPLICATION PROVIDE BAFFLES 8 AT EAVES (FOR VENTED ATTICS) Y 12 12 FIBERGLASS SHINGLES OR o SEE ENERGY FORM CALCULATIONS SEE PLAN TILE ROOF (PER ELEVATION) ar SEE PLAN FOR INSULATION REQUIREMENTS OVER APPROVED UNDERLAYMENT c PROVIDE BAFFLES AT EAVE PER FBCR 905.1.1 OVER APA o FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING (TYP.) FRAME FOR BUILT-UP r TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES CORNERS min (3) 2x4 OR ,.. VI Builder: OVER APPOVED UNDERLAYMENT FASTENED TO TRUSSES PER ROOF 4x4 w/ 2x4 POST UNDER EA " ' _ ' PER FBCR 905, 1.1 OVER APA NAILING SCHEDULE) 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. _ -' -- ;i v PRE-ENG. WOOD RATED STRUCTURAL SHEATHING TRUSS ANCHOR (SEE PLAN) KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS c� 6" - - -' _ -- TRUSS CONNECTION ( TRUSSES @ 24" D.C. SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF - _ SEE PLAN FOR --�' AND LATH WITH FINISH n i _ - INFO &LAYOUT DESIGN ' i, ' _ -= - $ c NAILING SCHEDULE) CEILING BOARD - •' ' (TYP.) ALL SIDES i (TYP.) FRAME FOR COR- SEE PLAN FOR W t7�, TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • • METAL DRIP EDGE aO �� �° NERS FOR NON LOAD TOP OF BEAM '' - '' ,-•u:.�, - z N w TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE 2x SUBFASCIA n w vv i fV. o• °; BEARING SIDES NAILED , _ _ �.. _. - SEE ROOF PLA O _ U 3/4" P.T. NAILER • r •� ° ° v v w/ 16d NAILS @ 8" O.C. ° _,A,_ 'FOR BEAM 51 & $ •�''' U w Q 1/2" DRYWALL SOFFIT.LSEE ARCH. \ \ O �� \ ° v o� - CONNECTIO NFOma g METAL DRIP EDGE 5v/ v {{� J CEILING BOARD CURTAIN NAILER Ai B x 8 x i6 K.O. 1 x4 P.T. @ WINDOWS ''' LINTEL BLOCK / i 1 2" x 8" J-BOLTS (TYP.)4 COURSE HIGH A.F.F. (1) CENTERED EA. ( ) E W o W CONNECT ALL 2x STUD 2X SUBFASCIA TO TOP PLATE WITH (4) 1 x 8 P.T. @ S.G.D. h " O.H. W/ (1) #5 DIA. REBAR & SIDE w/2" WASHERS i CMU BASE FILLED w/ CONIC o Q W z r ^ l6d TOENAILS SOFFIT. SEE ARCH. SEE ELEV. 3000 PSI CONCRETE (TYP) w/ (4) VERTICAL RENF w/ ' a o m W " O v / PLANS PRECAST "U" LINTEL " HOOKS INTO FTG & AT TOP N ¢R LL W 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE " " OF COLUMN HB&G COLUMN WRAP OR _ g J rz = W IY N y PLAN Al -Al 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. � o O O SHEATHING ATTACHED PER - s O J OPTION: 15/32' OSB EXPOSURE 1 ON NAILING SCHEDULE MAXIMUM OF (3) - 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. SEE FLOOR PLAN FOR w ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TBi3 FOR NAIL ATTACHMENT. i COLUMN SIZE &BASE PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD, NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA• SIMPSON LSTA30 SEE FLOOR PLAN CONNECTION INFO. m - m � c o ♦ Job Information: n ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI w 11-10d TO BEAM FOR BEAM SPEC- / & TO FRAME BELOW �„ SECURE 2X4 P.T. BOTTOM '� CONIC. ALL LOCATIONS ' > PLATE w/ 5/8" x 8" o; WO ALUM FRAMED WINDOW W/ SCREEN ., SHOWN ON FOUNDATION _� ANCHOR BOLT SET IN m +' (G.C. TO VERIFY W/ FLOOR PLAN u & FLOOR PLANS SIMPSON HIGH -STRENGTH a N LOCATION OF OPENINGS IN P EPDXY 6" MIN. EMBED. .O+ EXTERIOR WOOD WALLS. IF NO r a °' la OPENINGS ARE INDICATED, FULL z d) STUDS ARE REQUIRED). y NOTE: 44" MAX. SILL HGT. ON r r Y O c a ALL BEDROOM WINDOWS. O ALUM FRAMED WINDOW W/ SCREENCEMENT .O FINISH 71 8'OTHICK PER ASTM / H PRECAST CONIC SILL Q / SQUARE CMU BLOCK BASE W 1x4 P.T. WRAP or N °' 7 i 0) C-926-98A WINDOW STOOL " " (4) #5 VERTICALS FlLLED SOLID STUCCO BAND ro W J ) p j PER SPECS SEE ELEVATION FOR MORE INFO m 2X STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY " P SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 ° > C U N MORE INFORMATION). SEE T813 1/2" DRYWALL ON SHEET 6 FORM SUBMITTED WITH PERMIT ,J APPLICATION PROVIDE BAFFLES AT 'J EXTERIOR FINISH - W/10-10d TO COLUMN POST OR 4x4 POST w/ 2X4 U N DER Q L MM CO 0- FOR NAILING INFORMATION FOR EAVES (FOR VENTED ATTICS) (SEE ELEVATIONS) EACH END OF BEAM $ J LU ? O SEE ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING M. DOWEL #5 DIA. REBAR 17" IN CONCRETE • 25" 1 x 4 P.T.It NOTE: 2 X 4 P.T. PLATE • "� BOTTOM STRAPS MUST BE s �. 1° O W (n V / In IOi REQUIREMENTS w/ 1/2 x 8 A.B. (OR 1/2" x 8" TI TEN BASE NAILER EXTEND (ACI 530) ABOVE INSTALLED ON INSIDE OF E ♦ Revisions: HD) w/Z" WASHER AT 32" O.C. MIN, 6" FROM END - SEE W507 WOOD BASE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN COLUMN. DO NOT BEND �'� TL>�,., ° °�a SEE PLAN FFOR FTGION 1 YV WOOD BASE FOR TERMITE SHIELD STRAPS UNDER PLATE. ° �r �'•'wv o SIZES AND m E FOUNDATION PLAN SEE FOUNDATION PLAN FOR PLACE STRAPS IN FILL . • , „ ° ,v "' LOCATION o°'n c R SLAB INFORMATION TOP OF SLAB FOR -------- SLAB INFORMATION TOP OF SLAB -- -- Vy # 'r �, .• • • CELLS / 5 REBAR �` o 2 `.—.--„�—�. ' I,• :;:; ----- -- ---- ui oo m \ Model Name Number. GRADE ' GRADE ',;, - 1820 CLEAN •, o COMPACTED •; .1 :SEE PLAN FOR - RE -BAR QUANTITIES .. (TYP.)4 COURSE HIGH CMU BASE ' j=,ll - • - • • t= - �._ m ♦ Plan Issue Date: FILL ". • FILLED w/ CONIC -SEE PLAN FOR �__ G SIZE. TOP OF COLUMN BASE - _ J "" �'; T` Ln�u�Jl I 111E1 Wednesday, July 17, 2019 ♦ KA PROJECT NUMBER: 16„ SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 2'-0" AFF , - �� � _ � FOR FTG REQUIREMENTS PLAN m NOTE: DETAIL CD21 / S-2 MAY BE SU13SITUTED FOR THIS x 19-4240 DETAIL. UNLESS NOTED OTHERWISE o Sheet: �_� Of: CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. CD23 COLUMN @ ENTRY - CRAFTSMAN STYLE N.r.s. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'-0" a FRAMING ° FTYPICAL DETAILS FILE COPY nr(I 10 ruts WHEN REQ'D RECESSED PRE -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 - - TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAfLS(TYP) STRUCTURAL AROUND CURVE. MIN. 2 TITEN CLIP EACH TRUSS SHEATHING (SEE ROOF PLAN CLIP EACH TRUSS ANCHORS TO 2x8 FOR TYPE) (SEE ROOF PLAN FOR TYPE) SEE TRUSS PLAN U `O FRAME OUT TO FOR CONNECTION Z BLOCK EDGE Z S LINTEL FRAME OUT TO FRAME OUT TO 5 Z (SEE PLAN) HEADER PELLBR BLOCK EDGE ONLY BLOCK EDGE 5V7 LOCATIONIF NEEDED. SEE PLAN , , A a/16" O.S.B. 2x8 W/ (3) 12d EA. SIDE TOENAILS EACH END -� ®S EXTERIOR SHEATHING ' `� Z 7/16" OSB W/ 6d SEE PLAN FORATTACHED PER NAILING ; STUD ANCHORING: ; c2X BLK'G. / / STUD TO TOP PLATE:18" OSB W Bd NAILS @ 16" O.C. BEAM SIZE SCHEDULE T813 ON`,VTO O.S.B. NAILS@ 1S" O.C. HEADER TO SIDE &TOP NAILER SHEET 6 SIMPSON SP4 2 X 4 #2 SPF KNEEWALL WITH / TO SIDE &TOP NAILER (SEE PLAN) ® , STUDS @ 16" O.C. W/ 2 - 8d 2x W/ (3) 12d STRUCTURAL SHEATHING ON .o M EA. END ' 2 X 4 SPF U— N TOENAILS EACH BOTH SIDE FROM TOP OF WALL 2 X 4 P.T. ; AT 16" O.C. ° 7/16" O.S.B. END TYP. TO BOTTOM OF BEAM, ATTACHED = © w E p 2x4 SPF CONTINUOUS , ° L/1 C g F: E EDGE VIEW EA. SIDE BLOCKING ATTACHED EXTERIOR SHEATHING � NOTE: HOLD FRAMING 1/2" � PER NAILING SCHEDULE. � 'N ` TO 7/16" OSS W/ (2) Sd ATTACHED PER NAILING 2 X 4 SPF In ° ° 2x4 SPF CONTINUOUS BACK FROM FACE OF BLOCK , STUD TO 60T PLATE: m D NAILS. SEE DETAIL ABOVE 2X BLK'G. TO O.S.B. BLOCKING ATTACHED SCHEDULE T313 ON AT 16" O.C. € (Cf U °rn� m FOR SHEATING TO BE FLUSH SIMPSON SP42 SEE PLAN FOR a 0 W/ 2 - Sol EA. END TO 7/16" OSB W/ (2) Sd SHEET 7 AND 7.1 , WITH BLOCK FACE BEAM SIZE w a M M NAILS. SEE DETAIL ABOVE ; �, �, '— O Y N y 2x BUCKS SEE MS11 ' LINTEL 'i • 3 = D.o 0) EDGE VIEW " t,;• 1/2" X8" L BUILDER FRAME y °o m FOR MORE INFO _ _" ' " " 2 U '� < i� 7'-0" MAX ' ' • ANCHOR BOLT RADIUS AS REQUIRED c WINDOW OR DOOR OPN'G BUILDER FRAME @ 32" O.C. F �� 0 4 ? RADIU WINDOW OR DOOR OPN'G AS RESUIRED 8" CMU WALL ; i o ° Q 2x BUILD -OUT BEYOND AffIIIErtIonS. A fl _ _ WF01 DETAIL @ARCH WINDOW FRAMING N.T.S. EF02 DETAIL @ARCH WINDOW FRAMING N.T.S. WF14 KNEEWALL @ENTRY FRONT WALL 1/z'=1'-0" WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-0' WF38 KNEEWALL @ ENTRY FRONT WALL N.T.S. Consultants: T .T • � o a c0 •i .-I _ Cn n n N PROVIDE 2x4 ON 70 ° -JNa (•INLL — ti OF 2x8 TO BLOCK OUT 2ROWS 12d@ v U a m z -� TOP PLATE ATTACH w/ 3" D.C. OUBLE 2x4 t a ° (2) 12d NAILS O.C. o. -„,�',6 @ O (SOLID BLOCK w/ 2x6) TOP PLATE 'm8 as = o LL ° ui r STRUCTURAL SHEATHING ♦ ♦\ 7/16" MIN. NAILED W Bd ♦ 2x4 STUD SIV COMMONS @3"O.C.@ a Z 5"a jz z O ♦♦ PER PLAN mp,w �UnF ayM1o3 ¢', ♦ . EDGE & 6" O.C. FIELD RUN ° m - L1J z o `� ♦\ FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE 3 ;, Z g a To m m ` BOTTOM OF FALSE BEAM OUBLE 2x8 °- 8'� P c ° m �♦ NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS d = s a C7 a a ,. m o ♦♦ TO TOP PLATE W 4 16d TONAILS 2 ON EA. TOP PLATE aeel llg�q o C SEE GE05 FOR `♦ n / O O �Vk STANDARD ` I ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD o s . � 2 ��� N � ° "•� U GABLE END �♦ I \l� (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO pER PLAN T 2 g` s`', d" ••"• • •• 'Q• r� FRAMING �� I ♦♦ *OP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 ♦I ♦\ NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS 2x4 w/ 2 ROWS OF -° a "•�� ^tiPoe< STRUCTURAL SHEATHING )12d NAILS @ 3" O.C. `®I ♦ ♦ WOOD BEAM SEE WTOP PLATE TRANSITION PLAN FOR SIZE SIMPSON HUC4100R (2) -�.HUC210. " TO BUILT-UP COLUMN PIPE OR DUCT w/ OUBLE 12tl + +I u�l PENETRATION THRU VARIES W/ I+ +I N TOP PLATE w/ MORE TOP SPLICE SUPPORT COLUMN BUILT-UP MIN. 'w.m y F V,O•' ROOF SLOPE I rj THAN 50% OF TOP ROWS 12d ; NAILS @ 0 C. EACHPLY d '¢4= ,6'Otff r'R'D cjS;O�,` 2X TOP PLATE TO I o PLATE WIDTH INSTALL @3"O.C. (SHOWN AS4 x4) ''tdl, AH lalieaaaa GABLE END W/ 16d SIMPSON PSPN516Z ?I WOOD WALL OR NAILS @ 6" O.C. a A8+ (2) SIMPSON HETA20's IS TRUSS. SEE PLAN 2X4 CONT. W/ (3) 12d I W/ (12) 16d NAILS TYP. ,y7i r, �' w/(12)-16d EA, TO COL I TOP & BOTT. N r'�+i ALT: (2) MSTAM36 STRAPS `° COMMON NAILS EACH +1 + STUD TYP. T&B NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TYPICAL BLOCK ,' CENTERED W/ (13)-10d NAILS' + + . S.T + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL , ' Ea TO COL. 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAIILS MAYBE SUBSTITUTED W/ 4 �-,� TIE BEAM SINGLE BASE & TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SIN PLATE GL PLYWOOD *OP PLATE W 8d 2 1/2" x 0.131 NAILS •0 SHEATHING NOT REQ'D. WHEN QT SYSTEM IS APPLIED m Bur: ilde TRUSS OR ROOF SYSTEM COVERING NOTE: N PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL W M LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. GE15 FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/a"=1'-0" CD04 BEAM @RAISED ENTRY MASONRY WALL N.T.S. 3 N W 4 �7 0 = U �I 1, 2x8 SYP #2 w a v m W TOP & BOTTOM W N O ATTACHED W/ E 0 W (1) ROW 16d 2x6 SYP. #2 o Q IL z a0 NAILS @ 16 O.C. ----- 0 G N F W RIPPED --------------- SIMPSON HUC410 a o W O e BUCKET SEE ROOF , m a w PLAN FOR MORE INFO J W 0 r 5. BOX HEADER DETAIL q `� a SEE ROOF PLAN z FOR BEAM SIZE O �7/16" O.S.B. VERIFY HEADERPPLES /ELEVAT ON MAY NOT E PRESENT. &CONNECTION INFO m c = z (�l IF ONI Y 111 KING � M C7 v (1) JACK USED AT [H. OIUC Q EACH SIDE OF 2X O0.S. B. OPENING G.C. TO ... W W/ 2 Sd !r INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 0 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED SOtl COMMON WIRE NAILS ROWS OF STAGGERED 16tl COMMON WIRE NAILS ROWS OF STAGGERED 16tl COMMON WIRE NAILS PER SIDE INTO CMU AT — (D=0148°,L=3')OR EQUAL (DNEINTO 0162EALH&1T�NOREQUAL ( / '9 Q (D=0.162EALH 3-1/2IIDE FACE) OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS I KINGS JACKS KINGS S17E EA END EA END EA END EA END LESS THAN 4' (1) 2) 1 2 >4' BUT <9' (2) (3) (2) (2) 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE FLOOR PLAN 12 c' mill FOR COLUMN SIZE & (TYP) SEE ELEV. Job Information: `--- -- --- -- BASE CONNECTION INFO '- OPTION A OPTION B RE -ENGINEERED WOOD TRUSSES@24"0/C 1/2" OSB FLITCH PLATE UPLIFT CONNECTOR (SEE SCHEDULE) SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED to �O ON BEAM SCHEDULE/PLAN DOUBLE 2"x4" TOP PLATE CONNECTION INFO / '- COLUMN SIZE &BASE /_ NnTFS CONNECTOR REQUIRED a � °J 1) ADJACENT NAILS ARE DRIVEN MOM 3) FOR 4-PLY, PROVIDE 1/4'OIA. x 51/2' LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQLAL (SPACE AS SHOWN FOR 3PLY) (3) 16d SEE PLAN "x4" STUDS @ 16" O/C m 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 13.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. SP4 AT COMMON FOR WILL 24" O.C. NAILS(TYP) HGT. 2X CRIPPLES @ 16" O.0 SEE SCHEDULE W/ SIMPSON SP2 TYP. 1 SECTION A -A CRICKET AS REQUIRED y O A d SCALE:11/2"=1'-O' WF37 TYPICAL COLUMNS DETAILS N.T.S. TOP AND BOTTOM 2-ROWS 12d NAILS STAGGERED oY�° I� U FOR OVERHANGS GREATER THAN FILL IST.4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2" M M-N�I�t•� �HEADER . B �jER I • D.C. • • • ;,III ... , :e • C• i•EACH • * WHEN STUD LENGTH 12" 0/C EACH FACE OR 3-ROWS m ) LTA C IS LESS THAN 12" USE 12d NAILS STAGGERED cI`v j STRAPS AT EACH @ 12" FOR 2 x 10 �_� A A SIMPSON SP2 @ EA. STUD �mSTUD STUDLSTA WRAPPED OVER EO/CAT OR GREATER HEADER TOP PLATE &NAILED SEE PLAN FOR APA RATED STRUCTURAL SHEATHING ¢ > Vi rl Lo I'O 03 TO HEADER EACH SIDE FILL ALL HOLES IN r ` TOP OF BEAM t MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. ,o a z U m DOUBLE 2 x #2 SEE ROOF PLAN H-1 0_ STRAP S.Y.P. HEADER W/ FOR BEAM SIZE & BOUNDARIES 6" 0/C EDGES & 8" a � O J W � O •!` 112" FLITCH PLATE .CONNECTION INFO. O.C. FIELD ' J m r ^ ' ^ � LL vJ v! M LOd NAILS @ HEADER. (U. N.O.) H- 8" O/C TYP. E Revisions: FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO SEE FLOOR PLAN FOR m 1 W CRIPPLE STUD HEADER W/(2) ROWS COLUMN SIZE & BASE 2 TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS CONNECTION INFO NOTED OTHERWISE SIMPSON SP1 @ EA. STUD o` 3 N N 2"x P.T. PLATE MAIN SPAN ROOF TRUSS a 0, Model Name/ Number: 2 x 4 STUDS TYP. 1/2" X 8" "J" BOLT SIMPSON HTT4 W/ (18) @ 24" O/C MAX N 1820 CMU NAILS •o• UPLIFT CONNECTOR plan Issue Date: EX EXPANSION A ANCHOR • , 8" x 8" x 16" K.O. (SEE SCHEDULE) W/ 6" EMBEDMENT U.N.O. •o BLOCK W/ 1 #5 CONT. OR 8 1/2" AT GARAGE Wednesday, July 17, 2019 IyG STEP DOWN EE FOUNDATION CMU WALL - gVI KA PROJECT NUMBER: •* * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE PLAN FOR MORE INFO 19-4240 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN'G �i o Sheet: �_/�3 Of. N MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2°=r-D" WFO9 WALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT N.T.s. WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" TYPICAL WALL DETAILS FILE COPY �,�c. *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 L OR EQUAL TO 45° O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. SEE STRUCTURAL NOTES DROP MINIMUM 2"x4" �' - Sd NAILS @ 4" O.C. WALL AND ROOF AND NAILING SCHEDULE FOR O.H.GGREATER THAN 12`F OR012" AND UNDER - 8d NAILS SPACE BLOCKS AT 24" O.C. L ti CROSS BRACING ' SHEATHING, SEE T613 FOR SHEATHING DETAILS (SEE PLAN FOR _ t " "A ---y` 2x4 SYP BLOCKING BETWEEN TRUSSES @ 48" FOR SPECIFICATIONS \ LOCATION) �. , - , —BLOCKING .✓ O.C. MAX. FASTEN TO EA. 24.8YP L BRACEFOR TRUSS w/ 3-12d NAILS F.A. GABLES 3'-0" TO 5'-11" TALL. END 9x6 SYP L BRACE FOR 2X4 SPF BLOCKING @ UI tO ( 1 { z_ '- m _ 2x4 SYP CROSS BRACE GABLES 6'•0" AND TALLER. PANEL EDGES W 3 12d ' ' / (j lVJ/J z S - APPROX. 8" FROM RIDGE ATTACH L BRACE w/ THEN 48" O.C. AFTER. NAIL w/ 12d NAILS @ 4" O.C. 3-12d @ EACH END & @ ; `� •' �° SIMPSON MTS12 @ NAILS EA. END TO TRUSS 2X6 BRACE NAILED -NAIL SHEATHING @ 4" O.C. �� �° LOOKOUT RAFTERS = Z ` CROSSING AT 450 ANGLE. GABLE TRUSS TO SIDE OF GABLE STAGGERED w/ Sd , „ IF APPLICABLE TRUSS WEBS Q -+ WHEN GABLE IS (NOT REQ4' , 1" OR SHORTERD ) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT ) , , w/ 12d NAILS- - RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) I @ 4" O.C.WHEN f---STRUCT. SHEATHING ' 8 (3) 12d TRUSS BAYS 8'-0" NAILED IAGONAI. BRACE TO SILL PLATE w/ 10tl @ 3" O.C. ( 1 w 3-12d TO CHORD MIN LO K/PLATE / ( NAIL GABLE TRUSS ' 2x4 SPF CROSS -BRACE ' GREATER T AN 3'-0" '° 7/16" MIN. THK. - NAIL w/Sd COM. @ a a Z Ul UI ,' @ 48" O.C. - NAIL w/ , ,° �: L n PER JOINT _ 1ST 4 BAYS) TO TOP PLATE w/ (3) 12d AT EACH END & AT 3" O.C. EDGES & 6" `'� �� m �QJ an CONTINUOUS LATERAL BRACING- 16d NAILS @ 4" O.C. 2x8 T. PLATE 1/2"x8" ANCHOR BOLT a 4 BAYS • '" CROSSING AT 45 °k ANGLE `s' O.C. FIELD �• I m m 4-+ w _ p NAIL OVER X•BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS AT 48' O.C. MIN. KNOCK OUT COURSE .' •� ;° , TRUSSES 10d @ 4" O.C. Y `o ! 1 V �O CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL CONTINUOUS 2X4 SPF ; $ w o w/ (3) 12d @EACH TRUSS WEB SPANNING (4) TRUSS GABLE TRUSS m o M N o BAYS (8 FT) NAILED TO ; ,° \/ tJ'I m a �_ u 2X4 BLOCKING @ 4" O.C. I' �° NAIL TOP OF "T" U ma " R NAIL TOP OF "T" TO GABLE ' ROOF SHEATHING, SEE w/12d & (3) 12d TO CHORD , „ TO GABLE TRUSS = m w �-- o s ^'> -22 y TRUSS w/ 2.12d AND 1 TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE Iq w/2-12d & (1) SIMPSON MTS12 w/ " U 0 'o O TB01 TYPICAL CROSS BRACING DETAIL N.T.$. TB02 TYPICAL CROSS BRACING DETAIL N.T.$. SIMPSON i PLAN. 2X4 SPF BLOCKING 14-10d x 1 1/2' c 0 a No 10-10dx1 1/2" NAILS BETWEEN TRUSSES aIQ FASTEN (1) SIMPSON HGA10 �` @ 48" O.C. MAX. NAIL DEADWOOD TO NAIL TRUSS BOTTOM Q a o @ 48" O.C. w/ 8 1/4"x1 1/2" SDS WOOD SCREWS GABLE 2X4 BLOCKING w/ 2-12d TOENAILS "T" TOP PLATE w/16tl @ CHORD TO 2X4 4" O.C. Affiliations: PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP RIDGE, TAP. / NAIL TOP OF END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM 4E 0. WOOD w/16d @ 4"O. C. " BAYS " A r�lI. ,1/ ' BETWEEN TRUSSES W/ 12D AND 1-SIMPSON H8 w/ R �� (2) BELOW, SEE PLAN. 10d x 11/2" NAILS SIMPSON LSTA30 w/ s NAILS EACH END TO TRUSS TOP CHORE) D ZTYP. @ WOOD FRAMED WALL @DUTCH GABLE - -- 14-1od@aB"o.c. � E Consultants: N m FRAME WALL OR BEAM BELOW SEE PLAN T T Is '8 N A TRUSS AIrH7iluATETOBLOCKING PRE-ENGINEERED VERLAPTRUSSBRACING GE01 GABLE END BRACING N.rs. ado z GE05 GABLE END BRACING -FRAME WALL N.T.S.�g WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP r y o °', € � € C4 O q ______ TRUCTURAL PACE �'�� (0 Q G.T. SHEATHING w ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 `m % � U' � rn F w d MOH ~ li TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ 5 d c _. � . _= 8B-=" Za3Q<�z $; w' ' ' N N o 3 T USBE a� ;; r O SPAN FROM EXCEEDING HIP 12d NAILS @ 8" O.C. 2x8 SYP BRACE NAILED DROP GABLE END TRUSS o S u W ti z; 0 w`_a9 MAX 24" SPAN (EITHER G.T SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE & LOOKOUT RAFTERS FOR g g z n m ,mo SIDE OR BOTH IF REQ'D) AND NAILING SCHEDULE TRUSS CHORDS 3'-4" IN FOR SHEATHING DETAILS USING 10d NAILS @ 4" o.0 O.H. GREATER THAN 12" FOR 12" AND UNDER- a' _ g v m cai ¢ '� '_ � C3 rn i Z SPACE BLOCKS AT 24" O.C. K1a�•.�r�f"lor text ,� �' F (2) 12D NAILS MINIMUM (3) 12d 2X4 SPF BLOCKING @ g '� .°°0�;.•"" ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR PANEL EDGES -NAIL ZIP * ' „ NN Z SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING SHEATHING @ 4" O.C. STAGGERED E E PLAN w/ 8d �p4.V STRUCT. SHEATHING = S O 1 2X4 SPF CROS&BRACE 7/16" MIN. THK. - w. W 2X4 BLOCKING J TRUSS CHORD @ O.C. -NAIL w/3- °�� NAIL w/Sd COM. @ A Q•:° ., �'.• BETWEEN TRUSSES HIP TRUSS (GABLE END) d A 12d AT EACH END & AT CROSSING AT 45 °k ANGLE TRUSSES ` 3" O.C. EDGES & 6" O.C. FIELD a •� y °��� *• F� ''Q��*" SECT. A -A , ��/ � m ry rd/apaftatTT4R TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N•r.s. CONTINUOUS 2X4 SPF y SIMPSON H8 w/ 2X6 SYP SPANNING (4) TRUSS ~^ BAYS (8 FT) NAILED TO m 1010d X 1 1/2" 2x4 BLKING @ 4" O.C. ,' ` GABLE TRUSS o w/12d & 2-12d TO CHORD 2x8 SYP CHORD BRACE 2X4 SPF BLOCKING - GE04 W/ 12d NAILS BETWEEN TRUSSES @ 8" O.C. @ 48" O.C. MAX. ` ' SLI, w VI Builder: (2)LSTA18 TRUSS NOTES: CONTINUOUSw/610d x 1 1/2" To SEE DETAIL N 4 SYP STRONGBACK & 8-10d '• NAIL GABLE TRUSS M 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI,-2014 S7RON2x6/2 STRONG -BACK x 1 1/2" TO "T" BRACE TO PLATE w/16d @ W (TRUSS PLATE INSTITUTE) NOTE THATTHE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT W/ 12d NAILS EACH 4" O.C. a �. m L0 LL.I BRACING SHALL TOENAIL EA. 2x8 N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED ADJACENT 10 THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY @ 8" O.C. �' LEG TO PLATE O ,°'i M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED SPREAD OUT w/ 1/2" x 8" A.B. CONSTRUCTION MATERIAL (SUCH AS GRAVEL DR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 3-12d & SIMPSON @ 48" O.C. MIN. 0 $ = °z Q Q LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL HGA10 w/(8} 1/4" . �� p, C 2. ALL BRACING (DB,CB,B8) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. X 1 1/2" SDS OR W/ 3-12d NAILS AT EACH TRUSS INTERSECTION. ' EQUAL"y •� N Lij 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED (2) W N 4. AOORIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT BOTTOM CHORD OF THE TRUSS. KNOCK OUT COURSE Ei zi U W ATTACHED DIRECTLY TO THE 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 2x4 "T" BRACE (2x4 SPF) PLATE 4 BAYS ° Q 0 �/•� ) SEE TYP. TRUSS BLOCKING DETAILS SEE GABLE BRACING DETAIL 0 a W C 0 e/ SHEATHING LL 5 ®I W o GE04 "T" BRACE CONNECTION @GABLE END W/ VOLUME CEILING / 4" 0 1'-Q" GE03 GABLE END BRACING w/ VOLUME CEILING N.r.s. 3 TO 4TRUS5 2x4 AS SHOWN TRUSS SPACES ALTERNATES b a o c o O DIRECTION --�+ RUS 3 M p VERTICAL SCAB 2X6 #2 SPF 48" D.C. a W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2).1 NAILS OR HCLR/LL IN PLACE OF (4) lOD SECpN TO TRUSS m . Job Information: REQUIRED @ RAFTERS GREATER THAN 8'.0" &B SEE STRUCTURAL NOTES AND m ,,, ,,,, NAILING SCHEDULE FOR NAILS SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING SHEATHING DETAILS EA END EN EA. 0 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS a y 2x STUD WALL VARIES w ROOF 0 SLOPE SEE PLAN ('gyp . x / • ' '6 �.�/ CONV. FRAMED RIDGE \ / 1••� MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 tt2 IC \ 2X4 SPF BLOCKING / \ / ' T f0 (4) 12d WHEN IT LANDS SPF O.C. W/ (4) 12d \ BETWEEN TRUSSES / ,' ,' O d NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / / 0 SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED@ RAFTERS GREATER \ / \ / ,' ,� i i 0 L% 8 REQUIRED w/(2)MTS12'S \ / 2X4 SPF BLOCKING Q THAN 8'-0" \ 2x4 SPF BRACE \ @ 48" O.C. MAX.w/ LO \ @ 48" O.C. - NAIL w/(4) / (3) 12d END NAILS 2X4 BRACE@ 4'-0" �� o z .� N 0) COLLAR TIE EVERY 3rd \ \ r. 12d AT EACH END & \ ON CENTER ► / EACH END , , M J c: ct m BHEATHIN •]H(• RAFTER \ ALTERNATE DIRECTION ,'t0 m \ \ \ ' m U 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12tl NAILS (OPTIONAL) �' �' , m a Z Lit^ryt @ EACH END. CONT. EACH BAY e TB 2x4 SPF W/ (2) #7x3-1/2" / / TRUSSES $ o J w ZJ O ALTERNATING DB WOOD SCREW EACH TRUSS OR HIS@ 48' O.C. / / SEE PLAN J L LQ V V BLOCKING / / F PRE-ENG, TRUSS \ / / Em . RBVISIOnS: COW. ROOF SHEATHING ATTRUSS TOP STRUCTURAL SHEATHING \ TRUSSES ,' m o CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / 1 SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / ,' m YV 2 B 2%4 P.T. BLOCKING BETWEEN DIAGONALTRUSSES W/ (2F12d NAILS @ WOOD •�(• 2x8 42 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / 2 O 3 EACH END AT 8.0 TRUSS MAX •.] 2x8 RAFTERS @ 2'-0.O.C. /\ 2X4 SPF BLOCKING \ / BETWEEN TRUSSES aV MAX. RI COMMON \/ @ 24" D.G. MAX W/ p+ Model Name /Number: 1820 AL T WALL BELOW TOENAILS R RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) \ / \ (3)12d EA. END (TYP.) •, •� — SIMPSON HGMA10 1/2" GAP � 4 Fr @ 2'-0" O.C. MAX W / (3) 10D r SEE PLAN . @ 4'-0" O.C. MAX. = 2X4 CONT, AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM STEEL R WOO . Plan Issue Date: T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/r'sPACE EXTERIOR -. INTERIOR � y m a Wednesday, July 17, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING D VI KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 8" C.M.U. SEE m 19-4240 PLAN FOR REINF. Y 2x4 S.Y.P. @ 16" O.C. a o Sheet: Of: N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T•s• TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. TB14 NON -BEARING EXTERIOR CMU WALL N.T.S. a ROOF FRAMING m V BRACING DETAILS J E (` E R11 E THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 114" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2W 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. valley cenrerline µ,a e WbigedY Rake Ml Edge Save 7" In 8' 9• 8° 8" 8" " SEALANT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 8/8" MIN HEADS. 6 PER SHINGLE PoOt Oe`' / Goose 6G#41" " "COD y9t CWt 2g" i 6" SHINGLE INSTALLATION GUIDE SPACE SPACE EVENLY EVENLY ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS EXTOL WALL RNISH AND EXTENDING MINIMUM OF6"ABOVE 6" X e' H DAILY. VERTICAL RISE OF FLASHING 4CERCAL WALL FIhSHING coNT. Ar KNEEwnuTRY PvsrNR CO AT KNEE ROOF SHINGLES M 6„ 6" SINGLE DOOR SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES r,u 6„ 3" 0 3" 3„ 3n 3" 3n � III III E I 3" 6 6 DOUBLE DOOR W/ SIDELITES ;PACE .VENLY 1" 6 en rin J J I E DOUBLE DOOR SPACE EVENLY FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 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 \ w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK 1NSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT I BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPSAI 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN, 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS I WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S LOCATIOW,i BARRIER TO BE 1'-011 IN FRONT 0 ECH. OR APP. WHEN REQ ED — t 1/2a MIN. EMBEDMENT$Y y�� ax waerD THER OTHERS 09 WOOD SCREW 4 ifA. CONCRETE SHEATHING LED PVC. PIPE. BY OTHERS o CAULK BETWEEN FIN &SPEATHV45 O TOP OF SLAB EXTERIOR 314" MIN, EO&E N ;FINISH D'ISTANGE BY OTHERS77 PERLMET K 1f4" MAX. — - - - - — BY OTHERS SWAT SPACE 00 Z 1' 'll"I Ilb, 11 V I O,A. WINDOW c I . f , If - IP I HEIGHT ; O , 0 16" MIN. DIAMET EXT'E11110R INTERIOR !N' ' 1 CONCRETE FOOTING PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING 1 N.T.S. WINDOW INSTALLATION N.T.S ROOF 2R.3 OMP EDGE. PROVIDE DRIP EDGE AT FANGS AND OAMTOR OF SHINGLE ROOFS OVERUP-0 UG A MINIMUM or Bn (7ecm). GAVE DRP EDGES SHALL LRTEND Wn BELOW SHEATHING AND EXTEND EACH ON THE ROOF A NINIMUM OF 21n. OMP EDGEAT EAVES SHALL BE PERMITTED ro BE INSTALLED EITHER OVER OR UNOERTHE UNDFRIAYMENT. IFINSTALLED OVER THE UVDERUYMEM, THERE SHALL HE A MIN MUM 11" WIDTH OF RODFCEMENT INSTALLED .... I HE DRIP EDGE FLANOE. DRIP EpaE MHAU. BE MECHANICALLY FASTENEDA MAXIMUM 01 IZn ON CENTER. WHERE THE Vesd AS DETERMINED IN ACCORANCE WITH SECTOR REOL2.1.3 IS 110 MPH (177 HM/H) OR GREATER OR THE MEAN ROOF HE GHT EXCEEDe 3S FEET 110,058 mml, DRr EDGES SHAL_ BE MFCH WICAI I Y FASTFNFDA MAdMUM OF A INVdE3 ON CENTER T _ T Ins allatfon Instructions Fa NI Fixed Windows With Mounting Finj�/—L Includes all of the following Series: 625 / 8Z5 / AZ15 / FL15 / AZ30 / FL30 / V1500 / V1580 / 1130111111 V380 vr2Njr Vr280 Gs2o00 Game0 I Prestige 662 P 882 LHIO Mwomum Fastener Spfigh, (James. Head and Sill) Wail Framho: #2 aprux/PiAo/Pin sit. . Screw #10� wnimam Screws Penebaeon Glannp 6aaa Y3/B• — Molmil Fln C rass seGbn v iew Phonier Vlae Of RD®0 WeIdOW Mnlmum 0 1 L2 - --Slllome Edell., Shabork p L Nofa:We sa"OrAy reponnn Me use Of 11WOr APSAIng toPm and elgpeask slated In ASTM F111EVI. A rswoni gor her mrbtAon In codas end building types Ok /Mull M fha end user todetermlTx tleoPrpper lnsta/Nl/an a/Mesa/tams; LEAVe Theea ears, LVaAa aRl mfore InsWlling you, window, the Wbde wrap may be peeled Lack for inspediun, but meow,. -Add the Wrap t0 Protect the blocks from scratches a,W ume, damage until consaudiaj is <ornplete. Steel Measure b be sI#e the opeNn9 b 3/a' M 1/2" lereer seen tier winebw sa baMvemrelN abe hodzontalN. • You may w6n m p,e-0dll Me ImlallaMn holes In the M atMa ame. fAe ndes#+dx mow, An as ere rot Step 2 ATpFy a gar alters baatl 0 plkone, to the badnWe of Me mountlrq M. Use enough silicone to sul/kJm6y fill at[ VOWS between the M and Me wall shmMi Step 3 Imer[the wlMw 4WJ the opening from Me aumtle. The wlMw is labeled "irelde"and "outside", but tl these kbels have bear removed the filming bead shoull alwaYS W b9e lmide of the building. Step 4 Ratall shims under the sill, adjusting them until the unst h plumb In the opening. SNms shouH W Imfe under mesih every 2 feet. The WMw, shouts be trafilkil centerea In the opening wait no more roan lfVl gap between five a ndw and wall fiem B IFa i;Z;x1-1/Z screw 4"from the dnrer a MEfin at eats End of the head, sill and both'mbs. Step 6 IrmtaV tiler remaining fastenws in 8" ilKngnenn from tive mrrver screws to the cbrhr of Penh home member. Use ram notedows, tlphwa tin screws and pull Mom through Me M. Also, make sure Me screws go In straight and do not muse the frame to rise. Wap framing should be a minimum of #2 Spmce/nnWRr. Partners should be #10 screws of strident honall, W achleve 1 8" penetration into tlo wall anti no less than 1/2' fiwn edge of farming. Fastener quanutee needed in each side of frame to achieve 8. n Le th Of Frame F1ealber la" 19" 2a" 34' 41" 50" Sr W ]4" 8 Nu ! Fosterers 2 1 4 1 a 1 6 ] 1 a 1 9 10 Ill 12 19 SeP 7 Ranove eviceu s4kane" uceea out' from around tie An and Inapect for holes or vokk. Use silicone to NI any voids. Step 8 WGesiled, a foam M%daWn can beapPlled to the mail gap belv/een the window and wall framing. If appl{al, this mu#be Me NON EXPANDING TYPEPDAM. Seep 9 Skee these windows are typically used In moms With high mtlnue, is; bathrooms, it le n olmmended that the traedcr gap between the window and wall bemire oho be sealed wtih abode and tole] m as Art to Interfere with M, hnste9aN.n of wallboard, the or trim. SleV 10 Once all mnshructlon Is coroplee, RMIIDW the bubble wrap from Me Inside aM outsim of the window. If necessary, dean tive plod¢ with a need dawargent and warm Watts using A con c1oM. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Approval # Method Roofing: 1st Choice DAD COUNTY APP. CERTAINTEED LANDMARK30 NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FFl5444.13 2nd Choice DADE OWENS CORNING OAKRIDGE FL16828,1 COUNTY APP.DADE AR W/ 3/8" MIN PENETRATION THRU SHEATHING 3rdChoice COUNTY APP. IKOlndustrues,Ltd Cambridge AR FL706-R10 L70061 4th Choice CADUNTY APP. GAF FL10124.1 ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, products.Inc. ff-rf v n ^ "d EDGE AND 4" D.C. TYPICAL MAX. R21550.1 R1 ROOFING UNDERLAYMENT: 1st Choicel I INTERWRAP,INC. RHINOROOF UNDERLAYMENT SHALL BE APPLIED AND FL15216R3 UNDERLAY E ATTACHED IN ACCORDANCE WITH FL1 21 WOODLAND TYPE II UNDERLAYMENTS-H 2nd Choice INDUSTRIES INC #30 ASPHALT -SATURATED O RGANIC FELT R905.1.1 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 FL15279-RB FL15279.52 2nd Choice +30.0/-32.0 CLOPAY FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMATRU-CORP. FIBERGLASS DOOR SS D GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3' TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL15225-R4 THERMA ORP. FLUSH 2nd Choice +67.0/-67.0 FIRF GLASS DOORBE OLUSH AND MIN. 12" O.C, THEREAFTER. THE DOOR FRAME SHALL ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL15225.5 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. TYPICAL ALL 4 SIDES) Siding: is Choice +C/ -146.3 The TapCO Group 7" Staggered INSTALL ITON EASTERNERS ARE GALVANIZED STEEL ROOFING F120403.17 Shakes NAILS 1'A' LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY, EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. _2nd Choice, SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS ES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676 R6 Single (fin) ANCHOR WITH MIN. 1 d" 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 FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +40/-50 MI WINDOWS ES g (flange) L-3 FL1B544R2 +50.0/-50.0 MI WINDOWS ES dow SUrrIENT LENGTH TO ACHIEVE 1'k" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL18644.2 Mullions: 1st Choice MI WINDOWS M-1926 Vertloal FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 18504.2 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass' • 1st Choice +50.0/50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL185.R10 WITH MIN. 1sA' EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8' MIN, EMBED. INTO WOOD BUCK. 3rd Choice 1 Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 11l2" NAILS 10" O.C. FL165 SOLID SOFFIT VI NYI ENGTH FL 03.4 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM " Ga. Galv24anized DIRECT MOUNT. TOP 1/n"-20 MALE PANELMATE W/ FL16293.1 46 PSF TNT. PANEL MPG. INC. Steel Storm WINGNUTS AT 12T/z" O.C. BOTTOM'/"-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 N Z � Z Z GV W\ Q Q4 rn d VIu� r p w EB� O ` %� Ln °"'o 0 m O v U m O G 0 o 2 £� U =0 g O VI Afflllatlons: }� g ID ' Consultants: y � � E ~ � 0 Bad QS��o x�xt rmZ LL LL, m MNr- �SA. cS om2 O �LN�nnaQ.i'C1gU CJ s �¢LL6 Ui �gggp�;m�i`3waa �1$cm'� z v Wmc¢i 6 N f,_gii� �'E�mm AtsaaW tars �'� U O � LL'�AO�� .❑ ❑ 3 U b .O 12� * t`0 n:z_ s As, 111 .z. '. AT Q: ipR� ; Es510�,, ♦ I Builder: 1 3� N �a _LI U ao Z) J NO W ILL lu o U) Ii N 1= W Co p Z m 0 I ♦ I Job Information: I 0 c i i o N ,r i re 0) y c � a U 7 z Lou N a 0) J N qt ('r) > Lo co to Do C: (0 i r z m m _ 0JLdZ)0 i J m (%) W Lf i vl"Revisions; 0 1 YV i 2 i 3 Model Name / Number. 1820 i iPlan Issue Date: Wednesday, July 17, 2019 ?VI KA PROJECT NUMBER: 19-4240 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) I," l I_ Lce �"_p U ll ft