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Home My WebLink AboutPLANSTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA Q TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICfDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAM , A SLUMP OF 5" ri PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34- 43 RDANCE WIT RULES TREATMENT IS IN ACCORDANCE H TREATMENT FOR THE PREVENTION OFSUBTERRANEAN TERMITES. TREA 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A A1064M. WWF SHALL E AT LEAST 6" AND CONTAIN AT LEAST ON / LL BE LAPPED) CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS R STRUCTURAL CONCRETE - A - S FOR S RUCTURAC 31814 Q( AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE • (ACI 301.10) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED 0 OR PLASTIC N PRE -CAST CONCRETE PADS STEEL WIRE AS C UP PORTS TOP NATIONAL DESIGN SPECIFICATION CONSTRUCTION I N ECIFlCATION FOR W000 CON CTION - 2015 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SEC RED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION "U 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION Q UID BORATE OR BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS P EIR DETAIL MS05 ON APq PLYWOOD DESIGN SPECIFICATION 2012 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 WITH THE BUILDING DEPARTMENT EXPOSES UNTREATED PORTIONS OF WOOD 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THATEPDXY, 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WI TO USE A DIFFERENT ALUMINUM DESIGN MANUAL- 2015 EDITION THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. TION TO BE FIELD TREATED TO PREVENT INSECT INFESTATION ARE REQUIRED F 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. E TION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE ALL WORK SHALL CONFORM TO T Q U INTENT THAT A C HE 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A�F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WH ERE APPLICABLE: A GOVERNING MUNICIPAL AND REGULATORY AGENCIES () E LATORY AGC (B) LOCAL STATE AND FEDERAL BODIES R703.71. EXTERIOR PIASTER. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM N COMPRESSIVE INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1083 AND THE INSTAL STRENGTH OF 1900 PSI (f'm = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STREN TH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT OF 3000 PSI SLUMP 8" TO 11", CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: RIE OF RESISTANT MATERIALS, EXPANDED METAL OR 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL CORRO ION WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH jL 1/2" LONG, 11 GAGE NAILS HAVING A 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 92 DIA OR 10FT, ROOF RAFTERS LL/180 TL/120 WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE ACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 7/18" HEAD, OR 7/a" LONG. 16 &AGE STAPLES- SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 AND HORIZONTALLY (REF. 2017 FRC R703.7.1). 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PR ENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 40FT SPAN R703.7.2 PLASTER. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE 3ONTRACTOR **TL MAX 3/4" PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318 14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKINI i OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONG ST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL B USED. A MINIMUM ALL WOOD STRUCTURAL FRAMING MEMBERS ' LL E ED AT SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 L IN ACCORDANCE WITH R703.2. . TWO LAYER OF APPROVED WATER RESISTANT BARRIER MATERIAL 1 0 S O 0(MOISTURE 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY M01 9% OR SS U.N.O. CONTENT 1 LE ALL WATERPRO ( )' FING AND BOTTOM CHORD LL* 0 0 0 0 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD ROTECTION BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.C. R703.4 FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE IS HE CONTRACTOR'S ROSIVE TO STEEL. T T RESPON IBILffY TO BOTTOM CHORD LL OPT (OPT) APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C ACQ-0, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OH FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAN JP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN CONSTRUCTION, 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: /� GENERAL FLOOR LOADING AT WALL AND ROOF INTERSECTIONS • AT BUILTAN GUTTERS. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16' STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 EXTERIOR CEILING LATH ATTACHMENT A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: PER THE ASTM C 1063 NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD OIL 10 (PSF) 1 COVER SHEET 2 FLOOR PLAN z 3 FOUNDATION PLAN z S 3.1 DETAILS & SCHEDULES Q 4 ELECTRICAL PLAN U n� a W 5 L - E EVATIONS /1 6 TRUSS LAYOUT g v /�, m - S-1 LINTEL PLAN w n, w W S-2 DETAILS V - d S-3 DETAILS ,". H N S4 DETAILS VO ago S-5 PRODUCT INFO SHEET �ro mo WP WATERPROOFING DETAILS P-1 OPTIONAL PORCH = s ° 0. M-1 HVAC c �`g a Q m v d 5 V I Affiliations: An 8,u.,I E V Consultants: T C m t0 r to ao o % W rn W W �3g4� 4 -0z � � 0) r s�mRe a O s Ya od O q Fx .. ui N a C 2 -O �U 2• xx C ' 6 W N � LL C 4 FF m.sQ Ca4 bO^Saw .•I $ olw=¢��v4�3o� Q w a 9ui W E B LLJ d s C7n�a F �04� g �$ �a ❑ 3 E o Is 7.10.2.2 DIAMOND -MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL LATH, AND WIRE LATH SHALL BE ATTACHED TO HORIZONTAL WOOD FRAMING MEMBERS WITH 11/tIN. (OA-MM) ROOFING NAILS DRIVEN FLUSH WITH PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES THE PLASTER BASE AND ATTACHED TO VERTICAL WOOD FRAMING MEMBERS WITH 6D COMMON NAILS, OR 1-IN. BOTTOM CHORD DL 5 (PSF) w a (25-MM) ROOFING NAILS DRIVEN TO A PENETRATION OF NOT LESS THAN 3/41N. (19.1 MM), OR 1-IN. (25-MM) WIRE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STAPLES DRIVEN FLUSH WITH THE PLASTER BASE. STAPLES SHALL HAVE CROWNS NOT LESS THAN '4 IN. (19.05 MM) STRUCTURAL PLAN AND SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH AND P€NETRATE THE WOOD FRAMING MEMBERS NOT 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICi TION FOR STRESS SPECIAL FLOOR LOADING LESS THAN 3/4 IN. (19.05 MM). WHEN METAL LATH IS APPLIED OVER SHEATHING, USE FASTENERS THAT WILL -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. Y PENETRATE THE STRUCTURAL MEMBERS NOT LESS THAN $/ IN. (19 MM). 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATIO OF 25%) TO GAME ROOM 60 (pSF) COMMMENTS: o WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 7.10.2.3 EXPANDED 318 IN. (9.5 MM) RIB LATH SHALL BE ATTACHED TO HORIZONTAL AND VERTICAL WOOD FRAMING 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAN 13/41N. (44.5•MM) PENETRATION INTO HORIZONTAL S. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHA BE DESIGNED BY LIGHT STORAGE 125 (PSF) WOOD FRAMING MEMBERS, AND 314-IN. (19.1-MM) PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES t 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7.10.2.4. COMMON NAILS SHALL BE BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH OR BE BENT 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERN] 4G CODES. READING ROOMS 60 (PSF) ` STACK ROOMS 150 (PSF) VI Builder: OVER A RIB WHEN RIB LATH IS INSTALLED. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, w AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTALS ALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 200 (PSF) 7.10.2.5. SCREWS USED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRCATIOP 1. GUARD RAILS IN FILL COMP. (f) 50 (PSF) SHALL PENETRATE NOT LESS THAN 5,8 IN. (15.9 MM) INTO THE MEMBER WHEN THE LATH IS INSTALLED AND SHALL S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) c YI ENGAGE NOT LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS THROUGH, SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) 3 W Q to STAIRS 40 (PSF) c LU BUT NOT DEFORM, THE RIB. m O UPLVFT CONNECTORS FOOTNOTES U a U 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHCJR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONGTHE P._ TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THEE WALLS WOULD f. BALUSOTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A ro z 4. J NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, A STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ: FT. N m yI d' MORE INFO. 1O Imo+ Z NO E � W IL FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: Q o LLI Lu o (n 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAYBE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPS "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed In the titleblock of these '0 �' �' LmL NLU t< ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HO BOLTS WITH MINIMUM 7" EMB DMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed o z J W p PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS, 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made W I = d' 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LO G #5 BAR INTO 4. DO NOT SCALE PLANS, DIMENSIONS ARE TO BP FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to b O LL C O THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED R THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to o O J INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COM RESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not M :=7 PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THENORMAL WAY responsible for an plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to 5 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (A) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the a TO FOOTING ). information found in these documents. Any questions regarding the c 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)1/4"x 24" TITENS TO information found in these plans should be directed to our Quality o V Job Information: MASONRY AND (7}iOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager at 321.972.0491 immediately. No backcharges to MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 112" SIDS SCREWS AND (5) 1/4" x 21/4" TITENS ONE EACHSIDE OF TRUSS. will be considered for reimbursement by the Designer/Engineer v without advanced notification and approval by the c NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE without enr. Payments will be made In accordance to the a MISSED, CONTACT THE R FOR SUBSTITUTION. terms of the agreement. LU 2 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) � L.` � 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 DIST CE. CONTACT r FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. C MASTER REVISIONS 1 N 0 y 00 DATE DESCRIPTION N r 9 O LO r m In ti � MA4/-j DAMS HOMES .5!z _ p�wm� _500cncn'Lrr')L0_ Of Northwest Floridan E c Revisions: di i YV 2 o` 7A'S33 ECEIVED 3 odel Name / Number. 3000 GULFBREEZE PAR �� ut"ULFBIREEZE9 FLOIFUDA 325�3 = � � 2010 .. TYi 0V I Plan Issue Date: FILE COY Wednesday, April 10, 2019 -�QKA PROJECT NUMBER:ODEL 2010 R41MC FOR��c 4 19-2135 CODE COMPLIANCE Sheet: Of: ST. LUCIE COUNTY BOCC n V COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT AND N FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 15 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 aD 3 50 (+) 24.8 (+) 24.8 4 4 O 27.1 3 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" 1-) 51.3 (+) 24.3 23.3 (+) O 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: I. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 55'-0" 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 1 (-a--) +27.6 / -37.0 BIBB 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON TUB ADD EXTRA FILLED CELL w/ OPT. WINDOW OPTIONAL MASTER BATH Y N MASTER BA. OPTIONS 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON TUB 3040 (1) PC. FIBERGLAS SHOWER IN LIEU OF LINEN CLOSET r 9'-9" in I _ _ -------------- I I I COVER D PATIO I SEE SHT (P) FOR COVERED PATIO INFO in 20'0" 10,01, o? o I 26' I 6'-0„ 8'_8„ g•_0' 5.-0" I I 1 I 1 DBL 25 SH A DBL 25 SH 25 SH EGRESS 2 I El 5 SH. HOSE ^ ARDEN TUB BIBB / 1 rr;I: , N 0 p b 2" 5 4" n 3',y" 4 n 1 IAI IVI OM 8' CLG. BEDROOM #2 _ 2 p VAULT CLG. m 8' CEILING ? n WSOS 62 36" FLAT BAR rl 4%' TOP ON 34ifz" ' WALL 2' 4" 12'-4" cc Nv g^ 2 7 5 0 2 -7" 1" 16'-10" 2'-6" 4'-10" 3'-4" ' 5-8" 6�" ------------ LL D/WNco vN INTERIOR RI GE LINEACCESS y CEME--------------0"_ IMMME 22"x36PLANT ONDBL-2068,A''^ -- VAULTSHELF jQD a 1'- "COL. TO BE I'�I HE REF. 1 Ic'W�Ci B'CLG. FR MED TO CLG.VAULT CLG.8CLG. o266 RANGE/HOOD DOOR, PER Ng CT W�ACCESSIBILITY CODE m m o 3068 8'-10" " q4'•8" q 0' 4'-2" 17'-0" 2'-7" 3 0., 5' 8" 1'-712- " Q. - - - - - rn COL tO '-BRK IN 8' CEILING 0 " R/A DBL-2068 OF in lie GRILL WS01 ' ---- ------ ---" S_2 OWNERS BE R M BRK ------------------- ?2666 IN C G. ---`-i ------------------ `f 8'_0" CLG. 8 1"' in ry 4,_5„ 8,A., © 4 4 FOE 2" -0" -6" .t PROVIDE PLATFORM a FOR HVAC UNIT y y w A m STUDY DINING ROOM VERIFY SIZE WITH O NW 8' CEILING I I 8' CE'LING 2'-8• MFGR r; I 8' CLG BEDROOM #3 N F 'I tl ti i 9 8'-0" CLG. '� w l I a _ OD x VERIFY rr LOCATION W HANSON BOX O W/ BUILDER 12'•10" 9'-4" a 2'-2" 6'-4" 1 L ) ®36" AFF 112'-10" DRYER VENT O I D I THRU ROOF I MAX LGT 35- EGRESS - - - 30382868 02 BW2 35 SH DBL 25 SH 35 SH O" gOW TOP 4 W.H. M503 SS 3'-8" D i 11'-8" i 7,-6" 6,_0 6,-2„ 20'-0„ BM3 NOTE: BUILDER TO PROVIDE iQD CRUCIAL DIMENSIONS r PULL ON. STAIRS FR4MERS15ARTLAYOUT 1 '22 1/2"x 54"MIN JAPPLIANCE PROTECTION IF HEREf I I I REQUIRED BY MUNICIPALITY. - -• " HANDRAIL BM3 HANDRAIL •------------- SEE SHEET4FORDETAILS --oeaoe =33EE ❑ ALT. BASE CONNECTION TO HTT4 m CD11 IMPSON DSP EA. SIDE ENTRY CB Cg CD11 O$ ONLY S-3 2•_5" 2'-5" °P Q 4'.10" R-3" N 6" " 2 CAR GARAGE 12'-5" 22'-7" 8' CEILING SLAB DIM " '------------ -------------------------- - -----• G.T. ELEVATION "A" ; 12 � S 2 HOSE BIBB H ' O 16 X 7 OVERHEAD DOOR 35'-0" 2'-0" 1 16'-0" 20'-0" FLOOR PLAN "AI' SCAI-E: 1/4" = 1'-0" 2'-0" © +26.5 / -28.8 I O +26.5 / -34.4 I +24.8 / -27.1 1 ( F ) +24.8 / -31.1 © +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL I GENERAL NOTES 1. R302.6 (table 302.6) If water based ceiling texture material Is used, Provide'h" gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note Ab" sag -resistant gypsum board may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). 2. R302.5.2 Duct Penetration. Ducts In the garage and ducts Penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a min- Imum No. 26 gage (0.48 mm) sheet steel, 1 Inch mlm imum rigid nonmetallic class 0 or clessl duct board, or other approved material and shall have no openings Into the garage. 3. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. 4. R302.7 Any accessible space under a stairway shall be protected wlth'h" gypsum board. 5. 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 6. Bathroom exhaust fans must vent to the exterior of the bullding, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. 7. 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 floorcetling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 8. 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 4ineh-diameter (102 mm) sphere cannot pass. 9. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be saffey tempered glass. 10. Ceiling for exterior entries and covered porches to have 7/16% span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. 11. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 12. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box 0 36" aff 13. Porch Ceilings: (See plan for the following options) Option 1. Gypsum: �6" exterior gypsum soffit board shall be attached to all ( framing members with 2x blocking provided at perimeter. M11 The gypsum board shall be attached w/ Type "W" 11A" drywall screws at 8" O.C. In filed and edges. Option 2. Plaster Base: 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d O2 nails at 6" O.C. field and 4" O.C. at edges or 7d screw . shank 3" O.C. field and 4" edges. U C ° U) CU N N= V U) oC SEE SHEET 3.1 FOR DETAILS N ca ° ° _ AND SCHEDULES 0 .Q o w CAREA CALCULATIONS LL (L N t•' ° CL C 1st FLOOR 2010 S.F. o p� N TOTAL LIVING (AC) 2010 S.F. O Ix GARAGE 425 S.F. COVERED ENTRY "A" 135 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2770 S.F. 0 Z � Z o a �v (D O" i^ t/)dyn E to f� 0 maw Y N O 2 £o o0p Q 0 C N Q W, Q d ♦ Affiliations: All ♦ Consultants: N WLu �qn gm��& V$pl;iz �� d FgR w <-SS-iflo-1 g' O n1 Z ci� Zy •s 3 m' hl w aC'O If - r vn rC . w:- ♦ I Builder: � N Z 3o N NO J y W U. F : o m W N O LL Uj Ld Ua6 N Z D8 Ogg z C j O 0 U)L C ♦ I Job Information: N N W ON C z �'>0) OD W a 0 M Coi Lfl r LL U z p_jwm Ma J Im U) U) LLn li Revisions: YV ♦ Model Name / Number. 2010 ♦ Plan Issue Date: Wednesday, April 10, 2019 V1 KA PROJECT NUMBER: 19-2135 Sheet: 2 Of: FLOOR PLAN GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 10 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT 00 NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE GRAVITY MARK SIZE DEPTH REINFORCING CAP.(Ibsl F1.0 1'-0" X CONT. 1'-0.. 2 #5 E.W. BOT. 2000 F2,p 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" X 2'-6" 1'A" 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-6" X 3'-6" 4'-0" X 4'-0" 4'-6" X 4'-6" 1'-0" 1'-0" 1'-4" 4 #5 E.W. BOT. 5 #5 E.W. BOT. 5 #5 E.W. BOT. 21500 F4.0 28000 F4.5 34500 F5.0 5'-0" X 5'-0" 1'-4'1 6 #5 E.W. BOT. _r 42500 F6.0 6'-0" X 6'-0" 1'-4" 7 05 E.W. BOT. 61500 3" VTR I W LO 9'-9" 55'-0" A t in -------------------------- ------------------- ------- PATIO PAD FM03 4" CONC. SLAB ' 3.1 W/ 8"x8" THK'N EDGE -' SEE SHT (P) FOR COVERED PATIO INFO m ¢ U M I = Q I U¢ of in o � I FM19 , I , I 3.1 7'-0" 3' 8" 4�-0" i 5•-0II 7'-0" 2'-4" 3•_8" i�_8" 7'-0" 5•-4" 3'_8" 4. S" TYP. ( ; RNERS ' STEP DOWN 4" ; rr --__ 7_--7i OSE , - TIl�A,3'S VARY IBB � l:r1ECK DRAIN , I ;' IIC}CATION W/ MANUF.'; FM01 FM01 I W C L '---- — — j: I II I I I i� 2•-3" 4'-7" 2.-8" oo "? ; ol I It — I I I I ' 4 m 2'-8 8'-0" 21•_1^ 23'-3" I ' LAV. LAV. ; ' ' ' c,_ a MASON TO COORDINATE W/ (( FMO1 3.1 ' 4 i BUILDER LOCATION OF ELEC. ;� �� f ; GROUNDING. SEE ELECTRICAL SHEET FOR DETAILS ,i , I N I ' I I ' r 1 , I I v I TUB UNIT II Q W/C LAV m co„ I ' 6" WALL ' � R ' 090 IiD FM01 3.1 y(ti ��6• O,� 2'8" 2'-9" 2'-0" I I ' aPV 9>S LC =J FM01 i o O�PG z'Y: H.V.A.C. PROVIDE CHASE ; ' FOR HVAC UNIT I I fY1 T I rr — � ��i i i A/C COMP PAD , W J I'� 4" CONIC. SLAB N J FM11 h ' r — — FMOl L 7,-0„ I i I i, ' L _ �^ STEP DOWN 4" F2.5 W.H' ' 3,;1 7,_0" 2,_8" I-p„ 5,-2" 2,-2" 4,-O" 2._2" 5'_2" '-4" 7-2^ 12'-10" , ^ STEP DOWN 51/2" z �"�n `D FM03 q 3.1 0 I F2.5 F2.5 u cn zo ' , W ' � I _ I 4 � Z ' n i 4'-8, I x o I ^I 12'-5" 22'-7" C.J.--- °° '----- ---------� ;0 ^ I I i I I h N FMO2\#5 ' 3.1 4INOTE: REVISE FILL CELL SPACING ' NW/OWNERS BATH OPT. GLASS BLOCK4"STEPDOWN FROMENTRY TO SIDEWALKF3109HOSE(2) #5 BARS BIBB W/INEA.F.C. A. W/I■■ ■ 35'-0" PLUMBING RISER N.T.S. 2'-0" I. LI 16'-0" 20'-0' FOUNDATION PLAN "AI' SCALE: 1/4" = 1'-0" c SEE SHEET 3.1 FOR DETAILS AND SCHEDULES z Z Z � r) a 1I +J W _ a � �O W E N C ni E 2 5 sg Q P O Affiliations: A [1 ♦ Consultants: yy n ap$p c�Av N �0p � N GD R L 4 s -gQONOZ LL LL LL aN H O Ei Q NCO LLI � g m <CZ m E •+ < ly l0 as n G 'n3FO 5 v � � _� ' iitl •u?IE "�rrK Vk�'yF�, C)� a us. Ji 111 v� ❑ `YJ iJ} 1 ♦ I Builder: a2 Sin N W �Q U ao J LU W La z U) �+1 � W v t7 z O O O > > CL ♦ Job Informatlon: to W O H � C z �D D w a '>� O M Cy) In ti li i U z C.)m Ma _ O_jUjZ) "_I m ich Vi L-n U"_ Revisions: YV ♦ I Model Name / Number: 2010 ♦ I Plan Issue Date: Wednesday, April 10, 2019 VI KA PROJECT NUMBER: 19-2135 Sheet: 3 Of: FOUNDATIPp.N 1.�W COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER (4) - 16d TOENAILS D172Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 112" UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF 0 C2 (3) 2 x 4 #2 SPF 2145 SOS SCREWS C3 13) 2 x 4 SYP #1-OR- (4) - 16d TOENAILS DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1112 0 (4) 2 x 4 SPF #2 2145 SDS SCREWS ABU44 W/ 5/8" ATR* * C5 4 x 4 P.T.92 G = 6665 U = 2200 SYP POST & (12) - 16d NAILS ABU66 W/ 5/8" ATR** 6 x 6 P.T. #2 G =12000 C6 SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR* * G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 CS 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4* x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 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 [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA: LENGTH NAIL SPACING SEE PLAN RING 8d 0.131' X 2 JA" 0.131" X 2 Vz" SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131' X 3" SEE PLAN BLOCKING & TOE 0.148" X 3'A' 0.131' X 3'A" NAILS & TOP PLATE 12d 0.148" X 31/a" 0.131- X 314" 8" D.C. (COMMON) STUD WALL 6" O.C. GUN NAIL, 8" O.C.(COMMON) CORNERS 10d 0.148" X 3" 0.131" X 3" STUD PACK 6" O.C. GUN NAIL (2)16D(COMMON) COLUMNS 16d 0.162" X 3 1k" 0,131" X 3'A' SEE PLAN (3) 16D ( GUN NAILS) BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plf) TOP BOTTOM NO BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW2 SP2 W/ (6Y10d SP1 W/ (6Y10d 16" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 402 7BW3 46" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, (4) 10d PLATE NO BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (6}lDd 1s" STUD, (6) 1pd PLATE STUD, 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ (6Y10cl 16„ STUD, 6 SOd PLATE STUD, (4)10d PLATE SYP 878 NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6)-10d SP1 W/ (6Y10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 BW9 12) SP2 W/ (6) 10d SP1 W/ (6Y10d 12 STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6)-10d SP1 W/ (6)-10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SP1 W/ (6YSOd 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 FBW.151 NOT USED TOP OF WALL ;-L OUBLE 2x TOP PLATE SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BEIGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / SCHEDULE ABOVE TALLER THEN 8'-0"qVWV/ F.F.SEE FOUNDATION -PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32' O.C. W/ 7"INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSOSW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN.REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDiCA TED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" DEE PLYWOOD W/ Sd NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWp, C LLS. SEE PLAN AND WALLS SECTIONS FOR SPACING STUD BADE U C G AND G 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE. ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= OA48" DIA x 3" LONG BEAM SCHEDULE MARK BEAM IZE CONNECTIONS (2) - 2 x 8 #2 YP W/ 7/16" CONNECTION: PROVIDE (2) M OSB FLITCH PL IkTIE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETH R USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d qAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 YP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PU TE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHE 4 USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d AILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 YP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSS FLITCH P TE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHE R USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d P AILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH ;IDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4' x 11/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=260C PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER US NG (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 1 " O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2)-1 3/4" z 2.0E Fb=2600 17/8" LVL PSI. NAIL BEAM CONNECTIONPROVIDE : 2 ( ) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SIDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16 O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) 1 3/4" x 6 LVL 2.OE Fb=260C PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER US NG (2) ROWS SIMPSON LSTA24 OR (2) 114' x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 1 " O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GE14ERAL BEAM NOTES 1. VERIFY WITH PLAN COF RECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING FACI I END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FIR DM THE E.O.R. HEADER SCHEDULE MARK HEADEF SIZE REMARKS H1 (2) - 2X6 # SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLI rCH PLATE THIS SHEET H2 (2) - 2X8 # SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLI CH PLATE THIS SHEET H3 (2) - 2X10 A2 SYP SEE GENERAL HEADER NOTE 45 W/ 1/2" FLI CH PLATE THIS SHEET H4 (2) - 2X12 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLI CH PLATE THIS SHEET H5 (2) -1 3/4^ K 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 1/2' LVL 2.0E F 3=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) -13/4' K 7 1/4 ATTACH TOGETHER WI (3) ROWS 1/4" X 3 1/2' LVL 2.0E F 3=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HE ADER SUPPORT NO. OF JACKS & STUDS REC. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2x8 WALL ACKS KINGS JACKS KINGS SIZE A. END EA. END EA. END EA, END (1) (2) (1) (2) 4' 0" - 9'-0" (2) (3) (2) (2) 10'-0" - 16'-0" 1 (3) (4) 1(3) (4) GEN ERAL HEADER NOTES 1. VERIFY W/ PLAN CO RECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIO 4S WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO IN PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR R UIRED CONNECTIONS. 4. ALL HEADER JACK AN D KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PL HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG E CH 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 S CIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 8" GRADE REINF. OPTIONAL CURB FOR F.F VARIES SEE PLAN MASONRY @ ELEV. O'-W W/ (1) - #5 BAR CONT. o2 Z Lf5 STORY: 20' X 20" REINF. N-#5 x ()5 SEE PLAN REBAR BAR BEARING FM01 SINGLE STORY FTG 1/z"=r-o" FM02 SECTION @ GARAGE 1/2"=1'-W (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION o w REINF. REINF.' SEE PLAN F-F SEE PLAN Y F.F. c -L co 4. (1) #5 REBARCONT. c 4(3) # 5 REBAR FM03 THICKENED EDGE 1/2' 1'-0" FM08 I 2-STORY FTG, 1/2' 1'-0" ♦ A (*) SLOPE MAY VARY 2MAXIMUM DEPTH. 4" IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) c VIDE 13" WIDE FRONT WALL E ♦ C RECESS AT GARAGE \ OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE- 4" CONIC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. _ cm rGARF `4" 16" 4". (2) #5 REBAR � "E2 STORY: 20" X 20"AR W/ (3) - #5 CONT. 5 i 8 FM09 I SECTION @ GAR. DOOR 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) ti �4" • 16' ". FM11 I STEP DOWN BRG. OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN ELEV. 0'-0" WITH (1) #5 BAR CONT. • , INSTALL LINING MATERIALS PER * ` FBGR P2709.2.-- ; F.F. FM14 I SECTION @ RECESS SHOWER ALTERNATE: THE REINF. BARS SHALL BE u CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" FM19 I TYP. CORNER BAR DETAIL U Z m 1/ Z V Ikn (D 0 - 4 v - i3 O w oo V) c MF E f6 U rno�m � M N F O D N 0 _ Eogo h � Q a d ffNations: 8 D onsultants: gg� N W s W 9. LO 00pp QmNrnz Li fi' ri U u m z C) 'a 03d CN 8 _a� .'ern FM10 INTERIOR BRG WALL 1/z"=r-o" '� �,�2 _a m C'? LU El � Syr Pi Di. TSg�{ SEE PLAN ' w _ g REBAR 8 4 FM12 STEP DOWN NON BRG. 1/2" =1'-0" -SEE PLAN -4"x 4"x 16" w� SEE PLAN d CURB O U)- TYP. SEC. 1O (G.C. VERIFY) 6a y z -REINF. c (SEE PLAN) d 2 #5 CONT. w ti 2 #5 BENT BARS W/ $ y y MIN. 25' LAP SPLICE c MUDDED FLR. 16" SLOPED TO DRAIN MIN. #5 CONT. E 1/2" =1'-0" FM18 TYP. STEP FTG. DETAIL 0 Builder: '#5 CONT REINF. """"` SEE PLAN cc SEE FND. FOR QUANTITY o ;0� #5 X 25" X 25" CORNER BAR ONE c�v E FOR EA. HORIZ. T REBAR, TYP. U.N.O. IN . . - (2) #5 REBAR `o ♦ Job Information: 16 A/C CHASE 4" PVC SLEEVE 2 STORY: 20' X 10" THRU FOOTING W/(3)-05 CONT, w 1-1/2"=r-o" FM23 TYP. FIND PENETRATION 1/2"=1'-0" z STEMWALL SCHEDULE 16 A/C CHASE 4" PVC SLEEVE 2 STORY: 20' X 10" THRU FOOTING W/(3)-05 CONT, w 1-1/2"=r-o" FM23 TYP. FIND PENETRATION 1/2"=1'-0" z STEMWALL SCHEDULE STE HT (h) HEIGHT h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY O'-0"-2'-0" 8" 10" 16" 20" 1 W/ (2) #5 BARS <674# 61-8" >2'-0"-3'-4" 10" SO" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'41 .4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0" . 5'.4" 16" 16" 48" 48�1 W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. BARS #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF, B FIN GRADE-8 MIN TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12" LIFTS / STRIP Fro. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) s° y a M a s t- oa=�a37 tNQm ZepJ LLI IX WU No LUp0 _3 _ Ow zIl �co�NCd ) > fCcn 0 00) a 0 cM > Cy) L0 r'- z o-1wZDm JCO(1)U) iLOL NOTES: g ♦ Revisions: m • 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL ^' 1 YV I; INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM 2 n a SPACING STATED IN SCHEDULE p` I�\�,� 2. W.W.M, IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND ui 3 �. `, -"CRT F C ABV FDN WALL WHEN STEM WALL EXCEEDS 4' 0" FlBERMESH CAN NOT COVER d FMASW I STEM WALL SCHEDULE BE USED AND g ♦ Model Name / Number. PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EE NO7E TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM c r1 gg 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 2010 CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK «1s^ FILLING, IS TAKING PLACE 8 ♦ Plan Issue Date: .C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0' LEGS IN KNOCKOUT BLOCK @ 16" Wednesday, April 10, 2019 n « O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" g ♦ KA PROJECT NUMBER: -`` 1C. TALL (TYPICAL ALL CORNERS) 6. IF STEMIWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS yy TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. 19-2135Y *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. H S.R.403.1,4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE o Sheet: ■ Of: PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. o 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS SCHEDULES & DETAILS Ow zIl �co�NCd ) > fCcn 0 00) a 0 cM > Cy) L0 r'- z o-1wZDm JCO(1)U) iLOL NOTES: g ♦ Revisions: m • 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL ^' 1 YV I; INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM 2 n a SPACING STATED IN SCHEDULE p` I�\�,� 2. W.W.M, IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND ui 3 �. `, -"CRT F C ABV FDN WALL WHEN STEM WALL EXCEEDS 4' 0" FlBERMESH CAN NOT COVER d FMASW I STEM WALL SCHEDULE BE USED AND g ♦ Model Name / Number. PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EE NO7E TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM c r1 gg 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 2010 CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK «1s^ FILLING, IS TAKING PLACE 8 ♦ Plan Issue Date: .C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0' LEGS IN KNOCKOUT BLOCK @ 16" Wednesday, April 10, 2019 n « O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" g ♦ KA PROJECT NUMBER: -`` 1C. TALL (TYPICAL ALL CORNERS) 6. IF STEMIWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS yy TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. 19-2135Y *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. H S.R.403.1,4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE o Sheet: ■ Of: PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. o 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS SCHEDULES & DETAILS NOTES: g ♦ Revisions: m • 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL ^' 1 YV I; INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM 2 n a SPACING STATED IN SCHEDULE p` I�\�,� 2. W.W.M, IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND ui 3 �. `, -"CRT F C ABV FDN WALL WHEN STEM WALL EXCEEDS 4' 0" FlBERMESH CAN NOT COVER d FMASW I STEM WALL SCHEDULE BE USED AND g ♦ Model Name / Number. PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EE NO7E TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM c r1 gg 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 2010 CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK «1s^ FILLING, IS TAKING PLACE 8 ♦ Plan Issue Date: .C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0' LEGS IN KNOCKOUT BLOCK @ 16" Wednesday, April 10, 2019 n « O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" g ♦ KA PROJECT NUMBER: -`` 1C. TALL (TYPICAL ALL CORNERS) 6. IF STEMIWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS yy TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. 19-2135Y *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. H S.R.403.1,4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE o Sheet: ■ Of: PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. o 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS SCHEDULES & DETAILS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,010 x 3 = 6030 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS ( 100 WATTS / EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,580 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,580 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,580) = 9,832 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,832 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 200 AMP PANEd, ROMI ICE D FRONT OF MECH. OR APP. WHEN REWIRED I n MIN 246" MIN. 4' INA SCH. 40 STEFL RPE FILLED W; COMORE TL rOR W WAMA NEATER PROT rF ION j Y 17"��4'MKOIAMETER 1 LONGRETE _ Y FOOTING FM24 I PROTECTION BARRIER N.T.S. ASSUMED EDGE OF WALL 4 M 2x8 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL IFM24.1IALTERNATIVE PROTECTION BARRIERI N.T.S. I HOSE BIBB O 1 , Fl ^ / -1" =jlATTIC ACCESS / T - - - - - - - - - - - - - - -------------- WP I LIGHT GETS DELETED w/ MASTER BATH OPT. SHOWN BELOW ATTIC ELECTRIC IF REQ'D BY CODE LOCATE CHIME ON PLANT SHELF WHEN POSSIBLE. OTHERWISE VERIFY LOCATION IN FIELD U) LIGHT t 3FI I SEE SHT (P) FOR COVERED PATIO INFO W/ COVERED PORCH OPT. ADD CLG. LIGHT LOCATION CENTER OF PORCH AREA AND BRACE FOR POSSIBLE FAN PRE -WIRE FOR D/W GFI r � I=GFI 1/ \ I I GFI FOR HOOD ® I 0 I / 2201 J GFI FI n ICI c=,d=� FAN PREWIRE Y OPT 1. , 1 -----------------`------- ----- -------- 11 IT 220 II I I GFI FAN r - - I V PREWIRE IND � - -1. GFI I CF OPT ols< 42" HL_ JI \ I iRl 1 220 7 1 WP , 1 GFI 220 W.H. / I I @ 42,E GFI ELECTRIC- _ ;IF REQ'D BY CODE; NOTE: LOCATION OF METER AND PANEL BOX rl__--------- _ \ TO BE BY BUILDER. IF NO GARAGE SERVICE \ \ DOOR IS PROVIDED A DISCONNECT SHALL NOTE: I BE ADDED AT METER LOCATION. -I LdI� KEEP COACH LITES U` T -I U ILI OF BANDING, QUOIN, AND 1 \ Z w da ROUND COLUMNS W)1EN I 1 a U (3POSSIBLE. REFER TO ELEVATION GFI ��} w w FOR TRIM. @ 42" GFI i FOR GARAGE DOOR OPENER -------------------------------------- _-___----_, I 1 1 , , 1 1 , � I I , I , 1 1 I 1 , 1 , , �-- --- — — — — — — — COACH LIGHT COACH LIGHT ELECTRICAL PLAN "All - SCALE: 1/4" = 1'-O" 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 391, 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 6th EDITION FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 7044. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED W 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 SO FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18' FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ t2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT $4 FOUR-WAY SWITCH FLOOD LIGHT $DM DIMMER SWITCH L�J FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n Ll n . u n TRACK LIGHTING SCOUNCE ( WALL MOUNTED ) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 16 110 VOLT SPLIT SWITCHED OUTLET It GROUND FAULT INTERRUPT '� POOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL (1) 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 O PROOF REWATERROO O BOX THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING �� BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED I SAME AS UNDERGROUND WITH EL EC TRICALCONTRACTORI 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 210 ALUMN. 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 150 OR A/C DISCONNECT UNDERGROUND 200 AMP SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND G FI PANEL # 1 D COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. U Z Z S Z Q a 0 a Ln D c _ N� Y u_ o D_ /UWOo � uhh Eq d a U c00 o 2 ' C 0 No o d U �a Q � d Affiliations: 3 A I I c c E Va Consultants: Ri to m N a Lu f10pp1 , F' 8 RF _ a a t p rN JJ �3F I_ 8aMN�Z LLLL LL D> C a'g Vn e°i Wrvo q�o O n ; Sa Lq N QH w O m,� s y� a �a1 Z a 'c n�'sw z ,`o ur4o3 tt 2 Q ii @ 2, W v�•�•rZ 0 0 p w` @2Gypffiy'Ao, W m 8 y 'bA5 L? 5 tE 3 z ¢ N W U O �, FX ❑ ❑ ❑ 3 c m g Y mV1 Builder: W m 3N W_ o o x1 M U = 2 ac W J E � NO W EL F-- o Q mar 2 � ) = Q LL N F F_ N j LU Ids ❑ O_Z c m O ED Q. Mtj o c i o V Job Information: N o a WLI i m j m ry v O 00 00 Lu d O M ma > M ISO m L z" OJwz:) T-�V 40 ___J m (n Cn Lo L° E Revisions: m 1 YV 2 o` rri 3 n Model Name /Number: 2010 d Plan Issue Date: Wednesday, April 10, 2019 gVj KA PROJECT NUMBER: 0 x 19-2135 II 0 Sheet: Of: N €a ELECTRICAL PLAN npl. I, q ?019 OFF RIDGE VENT O bD OF BLO FIN_FLR_ 25 SH OFF RIDGE VENT SEE SHT 12 FOR A PATIO INFO\ TOP OF ■ p LITE TEXTURED DECORATIVE oD CEMENTITIOUS COATING io 25 SH FIN_FLR. 12 OFF RIDGE VENT 6 ® OFF MOE VENr SEE SHT (P) FOR COVERED PATIO INFO DBL 25 SH 10" KEYSTONE DEL 2868 DOOR DBL 25 SH T.O.M. 1g=::: -.,T_O.w. _ SCALE: 1/4" = 1'�"12 6 / TOP OF BLOCK SEE SHT (P) FOR COVERED PATIO INFO WIDOW HEAD HGT_ b bo co 32/2 SH io FlN. FL TOP OF BL01 LITE TEXTURED DECORK CEMENTITIOUS COATING _ �_ RN _FLR. [ — LITE TEXTURED CEMENTITIOUS W'DOW HEAD HGT L REAR ELEVATION SCALE: 1/4"=1'-0" 25 SH I�6 1 FIN. FLR. �_ 35 SH BOW TOP LITE TEXTURED DECORATIVE CEMENTITIOUS COATING I11 3068 S.C. W/ KICK PLATE 35 SH BOW TOP 42" HIGH HANDRAIL W/ SPINDELS SPACED 4"CLEAR SPACED MAX a VENTILATION CALCULATION Formula = SF / 300 / 2 " I" = net sq Inches of venting needed equally for Intake and exhaust Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sp in / If needed fort ui LEFT ELEVATION SCALE: 1/4" = 1'-0" " RAISED BAND 16'x7' 32 PANEL OVERHEAD DR. FRONT ELEVATION "All SCALE: 1/4"=1'-O" I S.f. netsainches Z 0 M W z U y) Z Q J 40 V �Up � a � Z v vm � y w F �V) ow 0Ma 0 m�Z_U C U o ' 0� d $ C N Q n N o Q P d 1VI Affiliations: 3 A fl � y:; "Ac SI B D. j E ♦ Consultants: a cc 00 �j LU ejq $ =��N��d8 a tv s" ddFF cn�o?w Est 'g.Qza,�aUj a o $ p Q. •€� Ir19"'cz F a a LIJ � M H .• W 2 �Hg FO 19 ^-° Y � a g a L� N �mie s ,w,;c "" A� � s ACV`, 3 u E VCC 4 "mob l e rf��s � r1I13a t'➢➢➢p ➢,,,,, ✓i m oU b N Q a `m �d± Y `o FL 2 a m ♦ Builder: N = W }M to Y (4 LLI s = �¢ U w z CL (A E LU y W � F—: 0 o W z O U) ILL.N J W a z Cc o W p O O M c Q. B a o I w ♦ Job Information: U) (D a m L F- LLI y- r 0 LL m a Tc_ v C Nz �_.>000) N m@o w 0 M > Co Lo r LL V d z ~O J m ~ W 1 J m to li 0 ♦ Revisions: m m 1 YV 2 0` v 3 ♦ Model Name / Number: y 2010 o♦ Plan Issue Date: a Wednesday, April 10, 2019 ♦ KA PROJECT NUMBER: 19-2135 T o Sheet: Of: ELEVATIONS - A U SEE DET. TB03 G.C. TO PRI BLOCKING W/ APA REf FOR SPAN I 7/16" OSB SEE DETAIL z z a. S ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (22/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING I IS NOT REQUIRED AT HIP SECTIONS AN IQ .1 LU L1J O CONTINUOUS BOTTOM CHORD a BRACING 2 X 4 MIN. SEE DETAIL TB04- "X" BRACE SEE 4 (VIDE DETAIL T601 d O COMPLY :OMENDATIONS _ - - - IATING OF R TBO3/S,4 Q O z Ld _ 0 a r4 Q 'a w EQ. r A TOP & BOTTOM CHORD GABLE END BRACING @ -- 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 1/8"=1'-0" FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 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 © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" C.C. ON EDGE AND T O C IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" C.C. ON EDGE AND 6" 00IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 Bid RING SHANK NAILS @ 4" C.C. ON EDGE AND 4" O,C IN FIELD W/Sd COMMON NAIL (NOTE: IF 518' PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS)NOTE. O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1) 112" PLYWOOD MEMBER IF GABLE END (TILE) OR 7/16" OSS MIN. (SHINGLES) SPAN RATED 24/16 NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN ,131* X 2 1/2' SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER 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 16CA X 13/4" 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 EXPOSUREI (2)- 2x TOP PLATE 15/32" OSB BEYOND REI SHEATHING SHEATH SHEATHING 1 --II--I-- II II II I II II II II u u PROVIDE I II BLOCKING AS II II REQUIRED PER - - SECTION X-X IF II NOTFULL II II HEIGHTSHEET C II II II II II II II II Q LOOR SYSTI W LLSHEATHING 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 1/2" II I II II SOLID 2x 1 II 11 BLOCKING @ ALL11 SHEATHINGEDGES(SEE111 Yi 1 II CSECTION X-X) 0II I 11 OPENING II II I-ir- 41 - - II I I I Ill n III _ III _ 1•x II - II ill 11 n u I II I II II II �o 2x5TUDS w ��'' T_ -11 1 II BEYOND, xKn III I II I II I II II II I SEE PLAN g III I II I III II II I I GO III I I I II I III II II II I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING 2004 P.T. BASE PLATE BEYOND SEE PLAN w Z z ww= d01- a_ F N G > k8U) m 2 0 m LL v)w�p~ N W D: LL y UL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 42 SPF TURNED VERTICAL WI 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL WI (4) 8d NAILS ALTERNATING STAGG RED 3" O.C, BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2010 ELEV A w/1Ox20 Porch TRUSS ID BE RING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN RATING - FASTENERS NOTES C1 - C5, E7, H7 L/ R -465 #or. less HETA16 / PER TRUSS MFG 1810# (9) 10d x 1-1/2" C1P, C3P, C5P, E7P, H6P, H7P L/ R - 446 #or less H2.5A/ PER TRUSS MFG 600# (10)8d B02 - BOB, D01 - D03, D05 L/ R -.885 # or less HETA16 / HETA16 1810#/ 1810# (e) 10d x 1-1/2" (9) 10d x 1-1/2" B01 L/ R - 1940 # or less (2)HETA16 / (2)HETA16 2035#/ 2035# (10) 10d x 1-1/2" 10 10d x 1-1/2" A01 -.A09 L/ M /R: - 1684 #or less HETA16 / HETA16 / H10A 1810#/ 1810#/ 1340# (9) 10d x 1-1/2" (9) 10d x 1-1/2". (18) 10d x 1-1/2" A10 - A15 L/ R - 869 # or less HETA16 / H10A 1810#/1340# (9) 10d x 1-1/2" (18) 10d x 1-1/2" L05 L / R - 960 # or less H1OA/ H10A 1340#/ 1340# (18) 10d x 1-1/2" (18) 10dx 1-1/2" L06 L/ R - 1351 #or less (2)MTS12 / (2)MTS12 2000#/ 2000# (28) lOd x 1-1/2" (28) SOd x 1-1/2" SDS SCREWS A16 L/ R - 1712 #or less (2)HETA16 It(2)HTS20 2035#/2900# (10) lOd x 1-1/2" 48 10d x 1-1/2" A16 SUPPORT COLUMN R 1712 # o r less DTT2Z 2145# (8) 1/4"x 1-1/2" TRUSS MANUFACTURER: PROBUILD BPS L= LEFT, R = RIGHT & M = MI DDLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS M ALL CONNECTORS ARE SIMPSON PRODUCTS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 4/3/19 NUFACTURER'S TRUSS DRAWINGS. r C3 E7 E7 III L TYP. @ HIP CORNERS 4' W u TRUSS LAYOUT "A" SCALE; 1/4" = V-0° SEE SHT (P) FOR COVERED PATIO INFO LO CD N co � LO 0 1,- cc a) O N CD CDQ � m m Q Q Q Q Q Q Q Q J J, U U �w W J J U � Q C7 J C7 -) U 0 OLLI Li ~ J > > U J U 0 OD A C 8'-0" LG 8'-0" CLG C L TYP. U.N.O. J U O E7 E7 E7 E7 E7 E7 E7 E7 2O E7 E7 ODD SPACE D03 Lam' w Ilw I liw III D03 101 C5 1 1 � ,Q la' x# SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE calwcmm& CASTENM8 SPF SYp CONNECTOR&FASTENERS BPF SYP OFRAME TO 4UA16 W 1911GII x 112' OR 1776 HTAifi w/(10110tl r11/ 09 MASONRY HETAMWI(9)10dx112' lVo H7MO./(10)Iosxl liT 1585 1675 O FRAME D FRMIF_ H2'6A w'(1 U)yq ryglLS BOB 600 KTIA W(19)W NAILS 565 670 © FRAME TO HI M wI(iB)IG, tl4' Jots RT104 will n10d x 1 tIT 1100 1380 FRAME HiOAd W(18)tOtlx lIWAT2PLVTRU98E8 1070 Zo iN5 RT162w1(16)IN x'. Iz AT2PLYTRUS9E8 975 1160 O FRAME TO MT912 w/(1611M x i Ir(AT EXTERIOR W VTW12 wKl4)10d x 1112"AT EXTERIOR FRAME LOCAIION WCLUOE .4 Iw TOENAILS low LOCATIOYINCLUDE(3)12d1OENNL9) 1009 1105 OFRAME TO MGT w1p2)md NAME AND &8'A.7 R. wl 17 MUGT16.428)10d NAILS AND Oil' A.T.R. w/ MASONRY EMBEDMENTWSIMP9YN'SET'EPOxY OOM MES 12'EMBHOMENI wl91MPSON "9ET'EPDXY 33M 4495 OFRAME TO HTS20w(U)1Odx 1 IW(ATEXTEPIOR HTW20w/(44)1Odx 112'(ATEXTERIOR FRAME LOCATIONINCLUDE 3)l2d TOFNAII.3 1245 t46d LOCATION INCL LOP(3)12d TOFINWR$ 1288 than © FRAME TO (2) HTSM wJ48110d x I I2 (AT FXTFMOR (2))HTWDOW(46)IOdxl UT(ATEXTER10R AM FRAME LOCATION INCLUDE(6)12d TOENAILS 24A0 2900 LOCATION INCLUDE(6)12d TOENAILS(EA) 25A Mao FRAMETO HOT-2W(16)10d F4 MlD(2)UWA.T.R. HUGT2W(18)IWNALSAND(2)W'A,T,R, O MASONRYw/12 EMBeOMFNTW8MP90N'SEP 8485 low WI 12' EMBEDMENT W1 SIMPSON-SE' ]020 9790 EPDXY R-MI T-3 FOR 3.PLY) EPDXY (HUGT3 rOR 3.FLY) O FRAMETO FGTRwI(18)IN"73"SDSWOODSCREWS RFUO W 112) W83 WOOD SCREWS AND MASONRY AND C1)12"x 8"TITEN HDANCNOR BLYTS 38M 5000 (4)y4°x A"WEOGE-BOLT 3600 5500 0 FRAMETO MASONRY (2) LDT2W(32) IW SINKERS&(14) 1l4'x21/4'TITEN(2 PLY TRUssi 372 4900M 12)LLx3T2 w/132)1Bd SINKER58(10) 1M'x W WEDGEOOLT(2 PLY TRUSS) 3103H& 310-M FRAME OR (18)1Btl 81NKER$FOR FRARE(EA) 36T0.F 4t00¢ ON (M 10d SINKERS FOR FRAMF(FA) 38C 452" O FRAME TD MASONRY/ nIUGT3 wl(24) 19"x T SDS SCREWS &(8)yB'x5"TRENn PLYTRUSS) 41'30-M GG70LM (2) LUGT3 wl(24) 1M"x 2IW VISOR, SCREWS 8(4)918'xFWB(2PLYTRUSS) 64W-M ANOM FRAME OR (82)10d SINKERS FOR FRAME (EA) 5510-F WULF OR (68)18tl SINKERS FOR FRAME IEA) tl41p.F 7710.F OBEAMTO HU410 On HLC410 W(18) 16d 8(10) 1W KW1680 1 10410 OPT HDn1 OF W(18) l60&(10) Im G1Y1840 BEAM NAILS (N1895 NAILS 1NI909 © BEAM TO HU4IOOPTHUO110W(18)TITEN OM500 HD410 On NMI OF w1(IS) 1/4'x3" WOMG) MASONRY 1W a314&(1011 GO NAILS UNHIM WE)GE-SOLT&(10) 1 Od NAILS w1905 Q BEAM TO MASONRY i li WB OPT IlUO46 W (8)10tl NPIL98 (12) Wx 2 NO 71TEN(TO MA.) G91690 OA]000 INGOVIIN46W(B)1W _NA__ OA1680 0A300 FRAME OR (12) His (6) IN (FOR FRAME) U#980 SYP-F U#1135 SYP-M (12)1W.2114-TAPCONS(TO MASJ OR (".2)16tl & (6)10d (FOR FRAME) U#1740 SYP.F U#1140 WP-M M FRAMETO Ln) HETA16 OPT (2) HETA20 RY wI (10)tOdxttrz"OR =6 203E (2) HTA IS OPT (2) HTA20 LPLVW(10)1Mx11?'OR 16Y6 MASONRY 2-1.Y.1(12)ISO 3500 2500 2-PLY W(12)18tl 3170 1]0 3230 HTSMI6W(e)IMNALS AND (4)1l4"#114" 1010 1175 HTWVlfiW(8)IWNAIL9AND(4) 111@1314' 1145 124 rAPCYNs W UGE-BaT OFRAMETo N MASONRY OR HOW2O.(10)10d NAIL5AND14)tl4'x21N" OR TWM20 wIOGlOd NAILS ANI 114-M yP TAPCONS 1010 11A WEDGE -BOLT 1146 12M ©FRAMETO Rios w/(81 ad x1 in" NAILS AND(2)W"O' Wail W(9) Bd xl 1W MICE AND (2) MASONRY TITAN HO 915 1065 3i(S 895 toss FRAMETO DTT22AND(1)/t0 l .xDOE-BOLT DTB-T2AND(W x1 i27.R,E WW0 O MASONRY AT.R, EWOOD SCREWS AND pI12'&A.T.R. EPDXIEDW 1835 2145 SCREW6NID(1)I/2'2 A.T.R. EPO%IEDW 1835 91MPSON'9ET"(9EE NOTE W) SIMP$ON'SET"(SEE NOTE tl4) FPAMF TO HITS w/(26) 1 so x217NAILS AND (1) Bib' 8 HTi49 wI C16)IMx IM'NAILS AND (1) O MASONRY A.T.A. EPDXIED w/SIMPSON"SET' 4375 Boss SA'S AT.R. EPDXIED W SMPSON"SNP' - 5005 (SEE NOTE"SELONA (SEE NOTE #4 B5-CW) FRAMFTO HTT4wl11BI16tlx2114 NAILS AND (1) 6l8' 8 HT`PI5W(18)18]x212"NAILSANDO) © MASONRY A.T.R. EPO%W RISIMPSON"BET' 360 4235 5W9 A.T.R. EPDXIED W SIMPSON'EET' - 4160 (SEE NOTE" BLOW) (SEE NOTE 84 BELOW) (D FRAME TO FRAME I Ills wl (24110d A In' NAIL$ BIG 1010 LUOT1 W C13) Bd xi 12" NAILS 895 1065 QPRAMETO HM6KT w/141114'x11/f'SD9 WOOp 905 RT16MWn)lOdx112'NAILS& MASONRY SCREWS&,B)1,•xIiwTA➢GONS 805 (4)V4'xl9/4'TAPCON6 1395 1395 VGT w/O0)1/4"x3' SDS WOOD SCREWS & OMASONRY MASONRY (1) (1) 6B"B AT.R. EPDXIEDWRIPSON'SET' MSS 4940 (2)VGTNOGGGI4'WSDBWDODSCREWS OFRAMETO MASONRY a'(2)`W8'&A.1.H. EPOxICD w/3MVSON 5176 71W °BET° W 12" MIN. EMSEDMEM 0 FFRAME VDJR ISD5) 5./ (I')IS WOOD $CREWS & HDU4SC52Swl (16)IM'M 112'$06WWD 3285 4565 MUGTISwINAILS&N)flN'B TT45W(IB) FRAME 9CREW58 (1) SB'g A.T.R. 1 O0 NAILS 8 O)B2' 0 A.T.R. 4180 O FRAMETO 121 H176 W (52)16tl^4l l2" NWLS & 4375 (2) HTT46 W (S2)16dM IW NAILS FRAME (1) 58'9 A.T.A. (SEE NOTE ") BOB) 6(1)51re AT.0.(6EENOTE #4) 5005 nnNNcnrnR xnsn 1, FLOOR IS RE MB W (2)12d ALL TRUSS T 2 ALL CONNECTIONS VIDED B TRUSS INUFAC PROVIDEDON PLAN. TRUSS COIPSONO 3. MAY USE USPOU NOCTI NS. BEE FRAAW PLAN OACOKNECTOR A NBC1(2)ALLWT. FORSNYUBEEJTHERSII.PBONORUBPOONNECTICNB,BEEFRAMIAO SVWICAI A F0R9NGLEPLY TRt199FS, 9GAB IX4 FLx1 HEIGHTSYP p125M"TO TRUES VFRTICAI WFBwl12)ROW90F 10d NA19@Y'O.G STAGGERED. 6. MINIMUM WH T2 p.T.N.fi'EMBEOMEM'FCH NB'ATR. e'EMBEDMENTFYH]A'AT.H. BEAT STEP. FROMLOER$LAII6'EMBEOMEM DEPTH IS FROM LOWER $LAB). OA MNIMALCONJECTRUNOONFPAMWGPAN '. CONNECTION FOR AD-ROOFIFLOORTRVSSEBWMASOMVWALLSLN7EL6/ICFWALLSUNOON PLAN 2. CONTI NECON AT24.OR 320.C.PEDN(AVERTCALS FORALL FLOOR TRUSSES PARALLELTO MASONRY WALLS BEE DETAL FB/ND3 FOR MORE INFORMATON 3. CONNFCTIMFOR/ LHIPJg (COWFRJA K)TOMA ONRYWAILWICFWALL&IINWL9 4. CMNECTIMMRALLCM71.1WSRBABOAADTOTOPOFMMONRYATWO,CMM.WCI)ATEgH CORNER. G.C. TO VERITY LOCATION DOES NOTCONFUCT WI8 (IFAPPLICABLE) UWOUT 6. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS WI (2) 12d TONAIL9 BO MWIMAICONNECTOR UNO ON FRAMNO PLAN 1. COMECTION-�N.ACKTRUSSTOW000WALLORSEAM © MNIMA.CONNECTORUNOONFMMNGPIAN ROOF FRAMING NOTES I. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 1/2" COX (4 PLY) PLYWOOD, SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'.0" O.C. MAX. OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1,1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FD& FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST D -METAL DRIP EDGE C.M.U. OR ICE WALL _ _ 2 x SUB -FASCIA SEE TYP. WALL -- -- 1 SECTION _ 'ALUM FASCIA 2x BLOCKING NAILED 1X2 MIN. P.T. FASTEN TO TO TOP CHORD OF EVERY C.M.U. w/ 1 1/2" LONG OTHER TRUSS w/ T-NAILS @ 2'-0" O.C. - (2) 10d NAILS AS SHOWN SECURE J-CHANNEL ® 12.1 O.C. CONT 2 x 4 NAILED TO BLOCKING W/ (2) 12d CONTINUOUS VINYL OR ALUMINUM SOFFIT OG.C, SHALL VERIFY SOFF(T MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONRNTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" 8 z M Z 8 n, Z 0 Z E 0 �✓ N n 4--J W ) (V Dx, W 0 C tq D D pp m S U 1 U O) 0 N W �1 3 O j o d �y D i c Q N O i Q Y > m O Affiliations: • \\ /'. 3 = � Consultants: e 2a « N t0 Go E 558 Q(yQ($pp i .`88pppp g15Ep LUp m W W E€g'Om atONNQ LL�LL yy U:).m O I S,8 Ea O'-aKyF Lai 04 - y.w M O srJAs� �b ......... ♦ I Builder: W M o Q (n N 3 N Uj �a U _ OR 0. J N W W Ee I'-^- 0 0 w W a LLLL N O Q �/ ) �I W �oWc 9 O 1! IV I Job Information: co m y w �y�/�� L_L > � Ot0 C Z N 00 W a1 �' a � m C'0 lii z mm� _ 0_jMwZ:).1tf J co (!� Ui r L° Revisions: 1 YV 2 3 Model Name / Number. 2010 F Plan Issue Date: Wednesday, April 10, 2019 KA PROJECT NUMBER: 19-2135 Sheet: 6 Of: ROOF PLAN A DEC 0 9 Z015 LINTEL SCHEDULE LINTEL BEAM: ► 1 COURSE UNTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530( CONIC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — NONSHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH ENO WITHOUT AN OPENING BETWEEN. —FILLED CELL FILL ELK. CELLS WITH 3WO P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL -SEE LINTEL. SHEET FOR SIZE OF LINTEL) PRECAST LINTEL -REG OR RECESS TRANSOM OPENING •FRAME INFILL • AROUND WINDOW ' BY BUILDER SEE . WF01 FOR MORE INFO (2) 2X8 WOOD HEADER TURNED SIDEWAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 - HANGER ® EA ENO. USING IS) 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/lOd STAGGERED ® 6" O.C. — F.C. EACH SIDE SEE PLAN UrcwnvG MS02 TYPICAL SHEAR WALL SECTION N•T•S, MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM FT71 TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. �SIMPSON SP4 W/(8)- 10d X 1 112 SIPS OR SP8 FOR 2x6 AND 2X8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE M805 FOR MORE INFO TYP. FILLED CELL W/'"O P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. VI/ (3) 1/2" X 8' J. BOLTS OR (3) 1/2" X W EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/W HILTI TIXDNI NAILS 2% BASE PLATE SEE PIAN FOR MORE INFO I MS031 x ACInkIr3V n(\A AIRClTTIILYN r1CYAIIVVMII I N.T.$. I 45 RENT. 20' MIN. LAP &1R 9 #3 OR 44 REINFORCING t) BAR �9, *4 LAP SPLICE �25" MIN. LAP - #5 STD. 90° HOOK #5�NG IJAR #51 AP API ICF 06 REINFORCINO LIAR " GRADE 40 U.N.O. 96 1 AP col ICE MSO5 I REBAR SPLICE DETAIL - GRADE 40 I N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2%" 12" O.C. 1 2 x 6 1/4" X 2%- 12' O.C. 2 2 x 8 1/4" X 2WV 12" O.C. 2 NOTE: TAPCONS TO BE 4' FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT NAILER TC MASONR' IF DOUBLE 2X NAILER IS USED, USE 1 /4"X 4 1./2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 12x BUCK DETAIL I N.T.S. I SIMPSON SPTS TOP AND SOT. W/ 1210d NAILS 2-2x4 SPF 0 EACH STUDAvXv TOP PLATE SIMPSON LSTA30 2 x 4 SPF AT w/11-101TO PLATE III & 11-1 Od TO COLUMN USP LSTA3D SIMPSON A34 W/ (8)•8d X 1112 W/ 22/10d NAILS NAILS ® TOP&BOTTOM OF HEADER SEE PLAN FOR HEADER 40 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED TRANSOM i w/10d 4 8" O.C. REFERENCE CEFAIL I WRQ IF RADIUS I / OPENING REQUIRED ill SIMPSON MSTAM36 MAY BE USED W/ III (8) 1/4'X21/4" TrrENS TRANSOM OPENING III & 101Od NABS. ARCHED OR FIAT I I I 2 x 4 SPF AT 2-2x4 SPF III 16° O.G / SILL PLATE 1 I I P.T. SILL PLATE W/ IhNS" ANCHOR BOLT 0 32" O.C. if BASE PLATE — — — —_ a DOUBLE 2X4 W/ USP MP34 is TOP & BOTTOM 2X8 P.T. W/ Ve°X3" SIMP50N A34 W/ (8) TAPCONS @ 6° O.C. I I Bd X L L/2 NAILS IN MASONRY OR 10d NAILS O.C. Pl WOOD• .. PRECAST RECESS OPTIONALFRAMING TO BE 2X4 SPF UNLESS OTHERWISE SIMPSON SP7 W/ NOTED. 8}]Od NAILS SI BOT AND USP SPT24 W/ 12-10d NAILS 0 SILL DOOR OPENING I WFOS I LINTELS AT ENTRY DOOR w/TRANSOM I N.T.S. I LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM 17'-411 950 PLF 198 PLF 404 PLF -147 PLF 8F16 -1B/1T 16" MINIMUM 0 4'-611 6113 PLF 198 PLF 2707 PLF -147 PLF 8F16 -1B/1T 0 7'-6" 2661 PLF 713 PLF 1624 PLF -525 PLF 8F16 -1B/1T ® 7'-611 2661 PLF 1760 PLF 1624 PLF -1185 PLF 8F16 -1B/1T 4 -6 6113 PLF 1217 PLF 2707 PLF -1042 PLF 8F16 -16/1T ® 5'-1011 4360 PLF 1407 PLF 2080 PLF -975 PLF 8F16 -1B/1T 4'-6" C S 5206 PLF 1368 PLF 2272 PLF -961 PLF 8RF14 -1B/1T ® 4?-4" RECESS 5206 PLF 636 PLF 2362 PLF -484 PLF 8RF14 -1B/1T 3' 6" 5163 PLF 198 PLF 3547 PLF -147 PLF 8F16 -OB/1T l0 4'-6" 6113 PLF 1760 PLF 2707 PLF -1185 PLF 8F16 -113/1T NOTES: 1, ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) O E 01 O 0 HURRICANE t? ANCHORS 9 R'BAR At TOP MIN. N RFAib M/2' GUAR @ � � GROUT •S REBAR A* BOTTOM O LNITR CAVITY BOTTOM RCINFOROING :8° AO O TA/®"AciLAL PROVIDED IN L WaL (VAREAJ NOMINAL w;ww A" TYPE DESIGNATION ' • F1 I ® WITH GROUT / U • LNPILLtm r OUAVTITY G: •a REBAR AT BOTTOM OF LINTEL CAVTY SFI&-IE3/IT NOMINAL WVT- J QUANTITY OP RS NOMINAL HEIGHT ROAR AT 5NATERIALS S. f'C precast lintels = 3500 psi. 2. Pc prestressed Ilntels = 6000 psi, 3. f c grout = 3000 psi W/ maximum 3/8" aggregate. a: Concrete masonry units (CMU) per ASTM C90 w/ 8• minimum net area compressive strength =1900 psi. Reber provided in precast lintel per ASTM A615 GR60. Field robot per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 1 270 low relaxation. 2 7/32 Wire per ASTM A510. 3 Mortar per ASTM C270 type M or S. 4.GENERAL NOTES 5. Provide full mortar head and bed joints. Shore filled lintels as required- 6. Installation of lintel must comply with the architectural 7, and/or structural drawings. Lintels are manufactured with 51/2" long notches at the 8, ands to accommodate vertical cell reinforcing and grouting. All lintels meet or exceed L/360 vertical deflection, except lintels 17'A' and 9_ longer WITH a nominal height of 8" meet or exceed L/180. Bottom field added rebar to be located at the bottom of the lintel cavity. 7/32" diameter wire stimps are welded to the bottom steel for Mechanical anchorage, Cast-Irvplace concrete maybe provided In composite lintel In Reu of concrete masonry units. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Ltntel min. depths are called out on lintel plan. If contractor installs a deeper 1 lintel than indicated on the plan, doing this increases the strength of the lintel and is approved without engineering letter. if a smaller lintel is installed contact FOR for approval. 4.-SAFE LOAD TABLE NOTES 5, All values based on minimum 4" bearing. Exception: Sore loads for unfilled lintels must be reduced by 20% if bearing length is less than 6,1/2 6 Safe loads for all recessed lintels based on 8' nominal bearing. 7 N R. = Not Rated. Safe loads are total superimposed allowable load on the section specified. Safe loads based on grade 40 or grade 60 field rebar. 8_ Addhional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast lintel. 9. One #7 rebar may be substituted for two #5 rebars in B" lintels only. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-awayfrom the face of support. For Composite lintel heights not shown, use safe load from next lower height. All safe loads in units of pounds per linear foot. —PRECAST "U" LINTEL w/ 3000PS1 CONE. AT OPENINGS SEE GENERAL CONCRETE UKrEL SCHEDULE FOR REQUIRED REINFORCEMENT e n I� 4� REBAR ON BOTH SIDES STD. 90 DEGREE OF OPENING U.N.O. ANGLE 3000 PS CONC. W/1 #5 0 REBAR RDE KNOCK -OUT rK FOR FIRST PLATE CMU COURSE IW SILL S, FILL SOLID L) #S BAR FOR ALL IOW OPENINGS II 8"Xa'x16" CMU U.N.O. /--GROUT SHALL BE FLUSH / WITH TOP OF WALL 10" STD, 90 HOOK HOOK, I I V1 I I t I I 1 1-1 1 SEE FOUNDATION PLAN L SEE FOUNDATION 4 FOR LOCATIONS R PLAN MS01 I BLOCK WALL REINFORCEMENT N.r.s. TYP. BOND BEAM 8"X a, x 16'K.O. UNTEL BLOCK FILL W/3000 P.S.I. CONIC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) T z Z S¢¢ Li Z 6 c Q y J m O_ x Z (� ¢ Ih■L�I,I,U'j C _ N� N N i�•I"-�/ W V .y Q V p O W On� N c MoFE E Y� L) m<D_U o` e W a LL q 3 = �Da$0 N a� n C✓_ � O Affiliations: O E A L EV Consultants: T ry 0 gQ i.1 w �Np I GY`tm; F-8 0�0 3k ik qk IS�dg}yy O O1 J J a$ at'1 --Z N(iLLLL gg () O Mg eH m8sa�� ui S N �'$ E Cn �i'c a . N4g NULL 00 uf O a cILL w .2�98 W ULJ 0 mR �••�, ;l�,N ii bin€�c z�MU W 1.°p 55 41� 1 c LL8 - Fu u to Xm N avi Y `6 U m VI Builder: w N_ � fA W M I3 N LU L2 Y M _ oc a U V All Z CL N J Z W O WO 014. vvf E� a, N ° W � r^ a G N F vJ ¢ MA M v A QI V �fri J Z O V m v' P) `oV Job Information: UF n wLJ d O O c a N U O 00 j M z Lu a o m o O O + Q) > M I.n i ti i �z � O J w CO - a ¢ 'C _I m to Gn LCD L° 0 Revisions: °L I I. IyV VI Model Name / Number. 2010 IF Plan Issue Date: Wednesday, April 10, 2019 KA PROJECT NUMBER: 19-2135 Sheet: '1 Of. LINTEL PLAN DEC 0 9 2015 G� i THE HEIGHT OF THE CHIMNEY SHOULD EXTEND 2' ABOVE THE 2x6#2,SYP o SIMPSON HETA 16 P.T. EACH END SEE FLOOR PLAN Z •:, POINT WHERE THE CHIMNEY IS 10' FROM THE NEAREST WEDGE " ANCHOR FOR BEAM SPEC. SEE PLAN FOR BEAM z 8 BUILDING SURFACE. CUSTOM GALV CAP o SIMPSON LSTA24 W/ WITH SPARK ARRESTOR VERIFY STYLE OVERHEAD SECTIONAL (12)10d NAILS N ( 1 ` J W/ BUILDER DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT °`'•' v ) z ',-r METAL FIRE STOP ''I ,Illi r W/ WASHER. MIN. 6PER /, a•• �' • � = ¢ Un U TRACK TO JAMB. °S a•% • !'''• • SEE DETAIL WF02 VJai I,., �'•�•' ON SHEET S3 � w • FOR ARCH FRAMING v DOUBLE 2x �, II PIPE STABILIZER , Y _ 6 TOP PLATE WHEN REQUIRED (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o ;� �� v w "J" BOLTS WASHERS SET IN o o �0 E °a' 0 9 FILLED CELL W/#5 TYP. FILLED CELL SIMPSON A34 W/ t/) � a 0 F a VERTICAL MIN. 5 PER JAMB. b " (8) 8d NAILS �� U ms � ° 2X4 #2 SPF STUDS @ 16" O.C. w/ SIMPSON i SP1 @ TOP AND SIMPSON SP2 @ BOTTOM p 2 X 8 CRICKET W/ EXTERIOR SHEATHING ATTACHED SECTIONAL '; '� SEE PLAN ' _ 0- W PER NAILING SCHEDULE SEE @ OVERHEAD (3TUPS w2 r FOR INFO. N U o' ELEVATION FOR FINISH CONT. P T #2 o DOOR 16d NAILS a 1 d Q ¢ . 8" O.C. WOOD SYP 2" X 6" :+ TRIM �° '!• SIMPSON LSTA24 � ♦ Affiliations: ® •r.: ••,: W/ (1$) lOtl NAILS PROVIDE 2x BLOCKING ' !• �� ' !' '' `v 8.. D.. @ PERP WALL IF NOT 9 •• •' '('.: c 2"x6" P.T. WOOD JAMB v " ' ' ' ALIGNED d TRUSSES ' r,. •�',' • 16d NAILS—� W/ (2) 12dT0ENAILS `� 'I � •"• E ♦ Consultants: DOOR AND CONNECTION PER " @ $° o.c. T co 2x BASE PLATE w/ (2) 12d ° ° •+ •-+ '' " i, STAGGERED 0 NAILS TO TRUSS BELOW W/10-SIMPSON NAILS a N co @ 8" D.C. GYP. GARAGE DOORUFACTURER 11 12 F GARAGE SLAB / W 10-18d NAILS �, ro y & (1) 1/2" X 12" o S W r at TRACK MOUNTING DETAIL WEDGE ANCHOR gg Quo LL LL LL o SIMPSON MTS12 'A''A' r8 t 8 .g u a.. ui N W/14.10d@EA o O w a p ® �� gg CHIMNEY PIPE MIN. TRUSS NOTE: DETAIL CD22 / S•2 MAY BE SUBSITUTED FOR THIS _ " 2" TO TRUSSES $, $ R I AL DETAIL • UNLESS NOTED OTHERWISE @ Z LLj CH01 I TYPICAL CHIMNEY FRAME DETAIL 3/a"=r-o" MS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 I ENTRY CMU COLUMN/BEAM N.T.S. 16 ENTRY HEADER DETAIL N.T.S. p p'e l m i .4J W o Syt1e •..,5 _�,k'- 0� '. H E LL •C .Y� O ❑VL11 a .."•"41 .,"•. �,s• N U UN_ O I y I Q INSULATION PEI FBC AND ENERGY c FORM SSUBMITI ED WITH PERMIT 1O ' APPLICATION PF OVIDE BAFFLES ug) 12 AT EAVES (FOR ENTED ATTICS) Y FIBERGLASS SH GLES OR 12 SEE ENERGY FORM CALCULATIONS �` SEE PLAN TILE ROOF (PER ELEVATION) 0 SEE PLAN FOR INSULATION REQUIREMENTS ! \ - OVER APPROVE UNDERLAYMENT PROVIDE BAFFLES AT EAVE PRE ENGINET]2ED WOOD PER FBCR 905.1 OVER APA FIBERGLASS SHINGLES OR RATED STRUCrL RAL SHEATHING P t TILE ROOF (PER ELEVATION) (SEE STRUCIU L NOTES CORNERS min (3) 2x4 OR TRUSSES O 24" O.C. fi OVERAPPOVEO UNDERLAYMENT FASTENED TO T USSES PER ROOF 4x4 w/ 2x4 POST UNDER EA �� _ - w ♦ Builder: PER FBCR 903 1.1 OVER APA NAILING SCH LE) END OF SUPPORTING BEAM. �� -, - -' - _ SEE ROOF PLAN FOR N 2 X 4 P.T. PLATE NAILED w/ 8d NAILS 6" PRE-ENG. WOOD RATED STRUCTURAL SHEATHING TRUSS ANCHOR SEE PLAN) " _ TRUSSES @ 24" D.C. (NAM STRUCTURAL S HEM NOTES `�`-�-^J`-�- �- n - `n-^ ` — _ — _ —BR G - - KEEP IN H WITH FOR SHEATHING O.C. INFO &LAYOUT DESIGN FASTENED TO TRUSSES PER ROOF SEE PLAN R AND LATH WITH FINISH- - - F - _ _ - $ W CONNECTION CEILING BOARD (TYP.) ALL SIDES i �\ \ (TYP.) FRAME FOR COR- SEE PLAN FOR _ _ ry �;{� TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • �' OO �� 0 NERS FOR NON LOAD TOP OF BEAM _ - ,. '� ! m W I I ` I \ I 1 I �1 I 1 I 1 1 , �1' '' I '� TO BE INSTALLED ON OUTSIDE METAL DRIP E E O� °° �O _ - TRUSS PLATE SEE ROOF PLAN FACE 3 4" P.T. NAILER . • / BEARING SIDES NAILED - / 2x SUBFASC2A w 16d NAILS @ 8" O.C. ry o c�i fi V 1/2" DRYWALL \ O ° ° FOR BEAM SIZE F O METAL DRIP EDGE / PLANS SEE A H. 7LTS 0 �� ' v�UO 'i ' -. � CONNECTION INFO i 4� Q CEILINGBOARD - — - - CURTAIN NAILER ! 8Lx 8 x 16 K.O. 1/2" X 8" J-BOLTS O \ ° o, O i / , II Y N y W i 1 x4 P.T. @ WINDOWS ^ TYP. 4 COURSE HIGH A.F.F. E N O 2X SUBFASCIA n LINTEL BLOCK (1) CENTERED EA. ( ) W CONNECT ALL 2x STUD 1 x 8 P.T. @ S.G.D. n O,H, W/ O) #5 DIA. AR & SIDE w 2" WASHERS i CMU BASE FILLED w/ CONC o W IL z TO TOP PLATE WITH (4) / Q 16d TOENAILS SOFFIT. SEE ARCH. ,"� SEE ELEV. 3000 PSI CON ETE (TYP) W/ (4) VERTICAL RENF W/ ' v o m W o HOOKS INTO FiG & AT TOP ° N PLANS PRECAST "U" LINTELZ H J LLI g A/ LU PLAN Al -Al 2X4 #2 SYP P.T. O.S.B.WG a ®I T z O 1/2" DRYWALL SEE SCHEDULE " OF COLUMN SEE PLAN FOR HEADER SIZE V W/ MIN 7/16" .S.B. o C O SHEATHING ATTACHED PER = ¢ ta OPTION. 15/32" OSB EXPOSURE 1 ON MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED, NAILING SCHEDULE M Q ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T613 FOR NAIL ATTACHMENT. I SEE FLOOR PLAN FOR PLY ATTACHED W/ (2) ROWS OF I6d (OPTION) STAPLE: 16 GA 1 3/4" COLUMN SIZE &BASE NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON FILL CELL -(1) 5 Du. SIMPSON LSTA30 SEE FLOOR PLAN CONNECTION INFO, w w 11-10d TO BEAM FOR BEAM SPEC. ♦ Job Information: ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI / g to n CONC. ALL LOCATIONS & TO FRAME BELOW a SECURE 2X4 P.T. BOTTOM ALUM FRAMED WINDOW W/ SCREEN H PLATE w/ 5/8" % 8" N M SHOWN ON F NDATION ANCHOR BOLT SET IN G.C. TO VERIFY W FLOOR PLAN & FLOOR PLANSi] a w EPDXY 6" MIN. EMBED. ( / N , I SIMPSON HIGH -STRENGTH LOCATION OF OPENINGS IN N ' EXTERIOR WOOD WALLS, IF NO ` OPENINGS ARE INDICATED, FULL it STUDS ARE REQUIRED). ; i , °, 00.00 NOTE; 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. 1 ' r ALUM FRAMEDWINDOW W/ SCREEN ' < (V CEMENTITIOUS DECORATIVE A 00 FINISH 7/8" THICK PER ASTM n PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ rn ` C-926-98A WINDOW STOOL r, () M 0 fh PER SPECS 4 #5 VERTICALS FlLLED SOLID STUCCO AND or m d INSULATION PER FBC AND ENERGY N SIMPSON HI-TA20 SEE ELEVATION FOR MORE INFO e O O 2X STUDS (SEE FLOOR PLAN FOR > M 1fi r LL MORE INFORMATION). SEE T813 _ / A FORM SUBMITTED WITH PERMIT )' w 10.10d TO COLUMN Al m 1/2" DRYWALL APPLICATION PROVIDE BAFFLES AT ' Al BUILT-UP ER MIN ( ) X4 �- U ON SHEET 6 EXTERIOR FIN POST OR 4x4 POST w/ 2x4 UNDER FOR NAILING INFORMATION FOR EAVES (FOR VENTED ATTICS) (SEE ELEVATIO ) EACH END OF BEAM SEE ENERGY FORM FOR WALL SHEATHING. FTG. DOWEL # DIA. REBAR _ H i LU cn tl J W 0 l x 2 RT FURRING NOTE: 2 X 4 P.T. PLATE 0Mr^�/•� o WALL INSULATION P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. 17" IN CONCRETE - 25" BOTTOM STRAPS MUST BE % J co V J v I U� REQUIREMENTS w/ 1/2 x B A.B. (OR 1/2" x S' TITEN BASE NAILER EXTEND (ACI 5 ) ABOVE INSTALLED ON INSIDE OF E HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCH IONS SHOWN I• SEE FOUNDATION MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATI PLAN COLUMN. DO NOT BEND '- v , v PLAN FOR FTG ♦ Revisions: v G v WOOD BASE FOR TERMITE SHIELD STRAPS UNDER PLATE. ° ,�Q °`'�jr �'%'?�° v SIZES AND m 1 YV SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR FOR SLAB INFORMATION 2 PLACE STRAPS IN FILL LOCATION TOP OF -SLAB SLAB INFORMATION Y m TOP OF SLAB CELLS w/#5 REBAR r `n I,, •,: ------ -- — -- — -- 0 3 �. 00 - - GRADE GRADE Model Name/ Number. 2010 CLEAN _ 3 'SEE PLAN FOR ry •"I • °' COMPACTED ,� : (TYP.)4 COURSE HIGH CMU BASE 'I�, . . _�-° ry i RE -BAR QUANTITIES ' o ♦ Plan Issue Date: FILL } • • - u' ,--;I SIZE. DTOP OF COLUMN BASE NIC - SEE PLAN FOR , ;`� Wednesday. April 10, 2019 SEE FOUNDATION PLAN I� SEE PLAN SEE FOUNDATION 2 O" AFF T 16" FOR FTG REQUIREMENTS T 0 ♦ KA PROJECT NUMBER: P`"" 135 NM: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS 19-2 � s DETAIL •UNLESS NOTED OTHERWISE o Of: 0 WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. CD23 I COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S. TYPICAL FRAMING DETAILS DEC 0 9 Zgl� WHEN REQ'D RECESSED PRE -CAST LINTEL SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. ' STRUCTURAL W/(1) 95 REBAR U.N.O. IyOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON SHEATHING yOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) CLIP EACH TRUSS AROUND CURVE. MIN. 2 TITEN (SEE ROOF PLAN CLIP EACH TRUSS ANCHORS TO 2x8 FOR TYPE) ' (SEE ROOF PLAN FOR TYPE) ' SEE TRUSS PLAN ^ z FRAME OUT TO FOR CONNECTION Z ,n BLOCK EDGE - z g FRAME OUT TO 6 U .: zc FRAME OUT TO BLOCK EDGE BLOCK EDGE ONLY LINTEL HEADER PER IF NEEDED. SEE PLAN ' 1O (SEE PLAN) yy I LOCATION 7/16" 0.5.6. 2x8 W/ (3) 12d EXTERIOR SHEATHING I ' < Z j, EA. SIDE TOENAILS EACH END ATTACHED PER NAILING STUD ANCHORING: {n CO SEE PLAN FOR , STUD TO TOP PLATE: 7/16" OS B W/ 6d SCHEDULE TB13 ON \, / Q% /16" OSB W/ 6d NAILS @ 16" O.C. BEAM SIZE SHEET 6 i SIMPSON SP4 STUDS @ 6F' O CEW�LL WITH Q 2X BLK'G, HEADER TO SIDE & TOP NAILER ® a 4 TO O.S.B. NAILS @ 16" O.C. STRUCTURAL SHEATHING ON W/ 2 - Sd TO SIDE & TOP NAILER (SEE PLAN) 2x W/ (3)12d 2 X 4 SPF U EA. END TOENAILS EACH , TO BOTTOM OFF BEAM, OF ACHED 0 Lv F N 2 X 4 P.T. ' AT 16" O.C. 0 L) o as 7/16" O.S.B. END TYP. PER NAILING SCHEDULE. ' y_ \/ Ln o " F a EDGE VIEW 2x4 SPF CONTINUOUS EXTERIOR SHEATHING BACK FROM FACE OF BLOCK STUD TO BOT PLATE: ilk m w a Eq. SIDE NOTE: HOLO FRAMING 1/2" L/T m 0 4 u BLOCKING ATTACHED ATTACHED PER NAILING 2 X 4 SPF U ro TO 7/16" OSB W/ (2) 8dU 2x4 SPF CONTINUOUS SCHEDULE TB13 ON AT 16" O.C. FOR SHEATING TO BE FLUSH SIMPSON SP4 SEE PLAN FOR NAILS. SEE DETAIL ABOVE 2X BLK'G. TO 0.5.6. BLOCKING ATTACHED _ o W/ 2 - Sd EA. END / / () SHEET 7 AND 7.1 WITH BLOCK FACE i BEAM SIZE ° o TO 7 16" OSB W 2 8d NAILS. SEE DETAIL ABOVE LINTEL '� !" ; _ 5 �� 2x BUCKS SEE MSll 1/2" X8" L BUILDER FRAME S. EDGEVIEW " RADIUS AS REQUIRED c ANCHOR BOLT „ „ FOR MORE INFO 7'-0" MAX t - - -) @ 32" O.C. 0 Q WINDOW OR DOOR OPN'G BUILDER FRAME ,' d RADIUS ♦ Affiliations ' AS REQUIRED 8" CMU WALL 2x BUILD -OUT BEYOND j A n WINDOW OR DOOR OPN'G` 81 WF01 DETAIL C� ARCH WINDOW FRAMING N.T.s. WF02 DETAIL @ARCH WINDOW FRAMING N.T.S. WF14 KNEEWALL ENTRY FRONT WALL 1/2"=1'-0" WF11 KNEEWALL @ENTRY FRONT WALL 3/4"=1'-0" WF38 KNEEWALL @ENTRY FRONT WALL N.T.S. ♦Consultants: yy a N r A. AM W rn to N PROVIDE 2x4 ON TO g w R w OF 2x8 TO BLOCK OUT 2 ROWS 12d @ g1 9 g g V m N o LL LL O TOP PLATE ATTACH w 3" F.C. '$ m S s $ M O R O m� W fV / OUBLE 2x4 8 •o Ey� a� (2) 12d NAILS O.C. TOP PLATE m 8 1 Q = P o " UJ W STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) 48" E &'$ z ' � a 3 z z < c x 7/16" MIN. NAILED W/Sd 2x4 STUD M/'t'O =$mow 0: „�llc ' \` COMMONS 0 3" D.C. @ W@ 9� c g� W g y rn z EDGE & 6" O.C. FIELD RUN OP SPLICE 8 Z,rn''� °� 'a ` PER PLAN .� 8w w�� w m FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS e g N < m d cu BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTA 2x STUDS OUBLE 2x8 °'�. LZ TO TOP PLATE W/ (4) 16d TONAILS (2 ON EA. TOP PLATE o A d SEE GE05 FOR \ �n SIDE TYP. TOE NAILS MAY BE SLIESTTED W/ 2x8 STUD STANDARD `�\ \�l (1) SIMPSON H2.5A CONNECTOR @ . STUD TO PER PLAN E .. ' -- m ,,,�• _rq GABLE END T\ L\ TOP PLATE W 8d 2 1/2" x 0.131 NA S (SIM. w/ 2x6 FRAMING . * NOT REQ'D. WHEN QT SYSTEM IS PLIED 2x4 w/ 2 ROWS OF ' STUDS) 12d NAILS @ 3" O.C. WOOD BEAM SEE I I `� PLAN FOR SIZE SIMPSON HUC410 OR (2)STRUCTURAL SHEATHING , TOP PLATE TRANSITION , ; HLJC210 ,; `ld,, s�; ••••. �� .,,,1 , TO BUILT-UP COLUMN m rs////Yrl IYYYY ` PIPE OR DUCT w/ OUBLE 12d 8 •� SUPPORT COLUMN BUILT-UP MIN. m + +I PENETRATION THRU TOP SPLICE A. (3) 2x4's OR 4x4 WJ (2)-I0d a VARIES W I+ +I y TOP PLATE W/ MORE NAILS @ 8" O.C. EACH PLY c o THAN 50% OF TOP ROWS 12d (SHOWN AS 4 x 4) ROOF SLOPE 2X TOP PLATE TO PLATE WIDTH INSTALL (2) SIMPSON HETA20's @ 3" O.C. ° GABLE END W/ 16d I SIMPSON PSPN516Z WOOD WALL OR NAILS @ 6" O.C. o_ w/ (12) 16d NAILS TYP. 48" '' ALT! () M EA, TO COL. Y I 41/H a TRUSS. SEE PLAN 2X4 CONT. w/ (3) 12d I _ _ _ _ _ TOP & BOTT. . '�i ALT: ER D W1 (1 )STRAPS o COMMON NAILS EACH + , * NOTE: @ ALL EXT. CONDITIONS ATTAC 2x STUDS BOTTOM SPLICE TYPICAL BLOCK CENTERED w/ (13)-lOd NAILS STUD TYP. T&B + *I + * TO TOP PLATE W/ (4) 16d TONAILS (2 ON EA. OVER STUD WALL L i Ea TO COL. v,. TIE BEAM S 2X4 STUDS @ 24" O.C. a SIDE TYP. TOE NAIILS MAY BE SUBSTI UTED W/ W/ SINGLE BASE &TOP (1) SIMPSON H2.5A CONNECTOR @ E I. STUD TO '0 $ TOP PLATE W 8d 2 1/2" x 0.131 NAI S m ♦ Builder: PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS AIPLIED SHEATHING COVERING NOTE: TRUSS OR ROOF SYSTEM PLATE LENGTHS MUST BE A LEAST 8'-0" LONG. TYPICAL § W Q t0 LD02 SHEAR TRANSFER EXTERIOR WALL N.T.s. GE15 FALSE BEAM AT GABLE END N.T.s. WF1.7 TOP PLATESPLICE DETAIL 3/4"=1'-0" CD04 BEAM @RAISED ENTRY MASONRY WALL N.T.S. 0 3 N W = U `" U 3 ZLu a� J n J 2x8 SYP #2 TOP & BOTTOM g W fi ATTACHED W/ o a C z (1) ROW 16d 2x6 SYP. #2 SIMPSON HUC410 _ _ _ _ _ _ _ _ _ _ _ 0 1N O NAILS @ 16 O.C. RIPPED BUCKET SEE ROOF J W v D U N F 0 PLAN FOR MORE INFO o = W O w ° BOX HEADER DETAIL Z ^ 1>,a ' ' SEE ROOF PLAN 1 144 1-h Q 0 ' FOR BEAM SIZE L.•. * CRIPPLES MAY/MA NOT BE PRESENT. &CONNECTION INFO m M o 7/16" o.s.6. VERIFY HEADER EL ATION c IF ONLY 1 KING -- -- � �`- -- -- 12 ( ) (1) JACK USED AT EACH SIDE OF EA. SIDE 2X BLKNG. TO O.S.B. Q OPENING G.C. TO INSTALL (3) TITEN HD. W/ 2 - Sd EA. END (2) 2 x 4 LAMINATIONS W/111 ROW OF STAGGERED 10d COMMON WI RE NAILS (D = 0148" L= 3") OR EQUAL (3) 2 x4 LAMINATIONS W/ (2) ROWS OF STAGGERED COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (3) 2 x S LAMINATIONS W/ (2) ROWS OF STAGGERED SBd COMMON WIRE NAILS (ONBINTO EACH OUTSIDEFACE)L 5/8" X 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER NO BASE EDGE VIEW HEADER ANCHOR ' --; SEE FLOOR PLAN I ' — I E NAILED TO TOP PLATES, I SEE ELEV, ,`a ♦ Job InfOnnatlon: HEADER & JACK FOR COLUMN SIZE & m,P) ` BASE CONNECTION INFO - ---- -- ----- PRE-ENGINEERED WOOD TRUSSES @24"O/C � 07 HEADER SIZE N0. & SIZE OF UPLIFT CONNECTOR (SEE SCHEDULE) 16 ty0 &GRADE RAFTER TIES OPTION A 1/2" OSB FLITCH PLATE OPTION B H-+ EACH END SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED SEE PLAN FOR Z LSTA 30 COLUMN SIZE &BASE ON BEAM SCHEDULE/PLAN DOUBLE 2"x4" TOP PLATE m W BEAM SIZE () € iU (D-0.162", L-31/2")OREQUAL (D �0.162,L=31/21 REQUA CONNECTION INFO CONNECTOR REQUIRED 11) NOTES NAILS ARE DRIVEN FROM 3) FOR4PLY. PROVIDE IA-DIA x 51,,/2' LAG (3) 16d OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) SEE PLAN "z4" STUDS @ 16" 0/C m c 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TD NOS SECTION 15.3 FOR SP4 AT COMMON 2X CRIPPLES @ 16" O.C. SEE SCHEDULE SECTION A -A THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. FOR WLL W/ SIMPSON SP2 TYP. N 24"O.C. NAILS(TYP) CRICKET AS REQUIRED O WF37 TYPICAL COLUMNS DETAILS HGT. TOP AND BOTTOM STAGGERED NAILS N.T.S. STAGGERED @ SCALE: 1 1/2" = 1'-0" Ni d 00 FOR OVERHANGS GREATER THAN FlLL 1ST, 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. Em OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" II HEADER PER LOCATION---.*, jl S ? ��.!.�ii� • 1 ` , hF 3,I ©ATTACHED I2x4 SPF CONTINUOUS BLOCKIN1 TO . • 0 :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• ROUND/ SQUARE TRANSOM BOX HEADER EACH END • L I � HEADER SU PORT NO. OF JACKS & STUDS REQ. AT OP INGS OPENING 2 X 4 WA 2 X 6 WALL K[ GS JACKS KINGS SIZE EA END EA END EA END LESS THAN 4' SEN)D 1 (2)>4' BUT <Y 3) (2) (2)10'-0" - 16' 4 3 4 * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN STRAP 1Dd NAILS @ 8" O/C TYP. 12 O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLTrCH PLATE HEADER. (U.N.O.) A A SEE PLAN FOR t'. TOP OF BEAM - SEE ROOF PLAN 1 FOR BEAM SIZE & '- CONNECTION INFO-- = _ -, SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FELD o M v y g a E o W Z i > 0) ' (Y) O 0 ('0 LL7 M O] Imo' V W O ,:DMJ LLI J W LO ♦ Revisions: DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" 0/C UNLESS NOTED OTHERWISE SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO IN 1 SIMPSON SP1 @ EA. STUD 2"x P.T. PLATE - - - =_ _ °� 06 1 YV 2 MAIN SPAN ROOF TRUSS 3 ♦ Model Name / Number: 2010 CMu 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (I8) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. 1/2" X 8" "J" BOLT @ 24" O/C MAX 8" x 8" x 16" K.O.oSEE O BLOCK W/ 1 #5 CONT. UPLIFT CONNECTOR SCHEDULE) 7 ♦ Plan Issue Date: Wednesday, April 10, 2019 O ,o� `'47�yG OR 8 1/2" AT GARAGE STEP DOWN p.T. BOT. PLATE _ •• EE FOUNDATION . • ••V—SpLAN FOR MORE INFO CMU WALL m �x Y a ♦ KA PROJECT NUMBER: * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT 19-2135 Of• NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WINDOW OR DOOR OPN'G - o eet. S-3 N MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2"=1 0" WF09 WALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT N.T.S. WF42 KNEEWALL ABOVE MASONRY WALL TYPICAL WALL DETAILS U DEC 0 9 2010 *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - ROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 459 O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. FOR O.H. GREATER THAN 12" FOR 2" AND UNDER - Sd NAILS SEE STRUCTURAL NOTES DROP GABLE END TRUSS & AND NAILING SCHEDULE Sd NAILS @ 4" O.C. FOR SHEATHING DETAILS SPACE BLOCKS AT 24" Q.C. ' MINIMUM 2"x4" �-� � SHEATHING SEE TB13 , CROSS BRACING FOR SPECIFICATIONS , _ T ". • 2x4 SYP BLOCKING (SEE PLAN FOR BETWEEN TRUSSES @ 48" ' i LOCATION) , �` -" '' `� l TRUSS w/ 3Fi2d NAILS EA. 2x4 SYP I GABLES 3'-OR TO 5'ACE -11 " TALL. ` BLOCKING END 2X4 SPF BLOCKING @ ,° ( 1 ` Z 2x6 SYP L BRACE FOR 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. PANEL EDGES W/ (3) 12d ' •` - APPROX. 8" FROM RIDGE ATTACH L BRACE w NAILS EA. END TO TRUSS Z g / 2X6 BRACE NAILED SIMPSON MTS12 @ THEN 48" O.C. AFTER. NAIL w/ 12d NAILS @ 4" O.C. -NAIL SHEATHING @ 4" O.C. ii° LOOKOUT RAFTERS �' Z N 3-12d @ EACH FEND & @ Q ` CROSSING AT 45 ANGLE. , TO SIDE OF GABLE , /J `{ GABLE TRUSS STAGGERED w/ 8d IF APPLICABLE ' (NOT REQ D WHEN GABLE IS TRUSS WEBS ' 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT W/ 12d NAILS I° t0 RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) @ 4" O.0 HEN STRUCT. SHEATHING ran _ _ • TRUSS BAYS (8'-0") NAILED IAGONAL BRACE TO SILL PLATE w/ 10d @ 3" C.C. 2x4 SPF CROSS -BRACE ' `, GREATER T AN 3'-0" '° 7/16" MIN. THK. - a Z (3) 12d w/ 3-12d TO CHORD (MIN LOCK PLATE NAIL GABLE TRUSS l� C9 @ 48" O.C. - NAIL w/ , ,° NAIL w/8d COM. @ PER JOINT 1ST 4 BAYS) TO TOP PLATE w/ (3) 12d AT EACH END & AT ' 3" C.C. EDGES & 6" m QJ - 16d NAILS @ 4" O.C. ' ' • �� +••+ CROSSING AT 45°x ANGLE ,' `s' O.C. FIELD Q CONTINUOUS LATERAL BRACING- , 2x8 T. PLATE 1/2"x8" ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN- 4 BAYS AT 48" O.C. MIN. Y INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE ; TRUSSES 10d @ 4" O.C. o U — m CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X BRACING - 2x4 SPF OR SYP CONTINUOUS 2X4 SPF ' ; `a �(� Lu o a w/ (3) 12d CD EACH TRUSS WEB MASONRY WALL () ' GABLE TRUSS \ /� p M fi E SPANNING 4 TRUSS `/i. BAYS (S FT) NAILED TO ;° '� � m a � OU 2X4 BLOCKING @ 4" O.C. ' .� d I '° NAIL TOP OF "T" - U m o D W/12d & (3) 12d TO CHORD ' TO GABLE TRUSS = LLI o " G NAIL TOP OF "T" TO GABLE ; ROOF SHEATHING, SEE (' �° $ TRUSS w 2.12d AND 1 I T013 FOR ATTACHMENT ' w/2-12d & (1) L a 0 / SIMPSON MTS12 W/ , = a 53 0) TB01 TYPICAL CROSS BRACING DETAIL TB02 TYPICAL CROSS BRACING DETAIL OVER JACK TRUSSES, SEE H s D SIMPSON H8 w/ PLAN. 2X4 SPF BLOCKING 1410d x 1 1/2" c ,0„ <o N.T.S. N,T,S. 10-10dx1 1/2" NAILS I H[ BETWEEN TRUSSES ` @ 48" O.C. MAX. ' NAIL DEApWOOD TO FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" NAIL TRUSS BOTTOM $ 0 C—PROVIDE 2x4 MIN. BLOCKING AT BIDS WOOD SCREWS GABLE 2x4 BLOCKING W/ 2-12d TOENAILS TOP PLATE w/16tl @ Affiliations CHORD TO 2X4 DEAD 5 NAIL TOP OF "T" 4" C.C. WOOD W/16d @ 4"O.C. END TO TOP PLATE / BEAM TO GABLE TRUSS 8 2/ A / CENTER LINE OFHIP/RIDGE, TYP. FRAMED WALL OR BEAM 1§ AND 1-SIMPSON H8 w/ BAYS s p BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. SOd x 11/2" NAILS SIMPSON LSTA30 w/ c NAILS EACH END TO TRUSS TOP 14-10d @48" O.C. CHORD @ WOOD FRAMED WALL @ DUTCH GABLE - -- T Consultants: FRAME WALL OR BEAM w ry m co BELOW SEE PLAN00 A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING �3 m- P o'er` o WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP E01 GABLE END BRACING N.r.s. GE05 GABLE END BRACING -FRAME WALL N.T.s. aril < V z (i � LL o S 15 oHm_ w N A 1,41 -- --- - UCTURAL PACE _ '.2 N�¢"��o w c G.T. SHEATHING d A >£ � "trim z � �m S � a Li � ,a PPED 2X4 a a fILL Z a a ADD 2X4 ALONGSIDE RI SYP 2 c z i TOP CHORD WHEN RE NAIL TO TOP CHORD 2x8 SYP BRACE NAILED DROP GABLE END TRUSS m � W o m'; 0 4 TO PREVENT SHEATHING AUSSE OF HIPPED TRUSS W/ SPAN FROM EXCEEDING HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SEE STRUCTURAL NOTES TC EACH SIDE OF GABLE &LOOKOUT RAFTERS FOR - I}`" i' ,�, n�i t� m SIDE OR BOTH IF RE AND y AND NAILING SCHEDULE TRUSS CHORDS 3'-4" IN O.H. GREATER THAN 12" FOR SHEATHING DETAILS USING 10d NAILS @ 4" O.0 FOR 12" AND UNDER - E' SPACE BLOCKS AT 24" O.C. ROOF (2) 12D NAILS MINIMUM (3) 12d 2X4 SPF BLOCKING @11 El: SEE SPACED AT 10'-0" MAXD.C. SHEATHING @ 4" � 3 SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR PANEL EDGES - NAIL m -' E SYP TRUSS BRACING STAGGERED w/ 8d C *" PLAN I- 1 STRUCT. SHEATHING �:�� '............ •." , - 2x4 SPF CROSS -BRACE 7/16' MIN. THK. - "" 2X4 BLOCKING @ 48" O.C. - NAIL w/3- NAIL w/8d COM. @ BETWEEN TRUSSES HIP TRUSS TRUSS CHORD 12d AT EACH END & AT '' 3" O.C. EDGES & 6" SECT, A A (GABLE END) CROSSING AT 45 °k ANGLE TRUSSES O.C. FIELD ��" ' ``J TB03 HIP / RIDGE BLOCKING DETAIL N.r.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. J CONTINUOUS 2X4 SPF SPANNING (4) TRUSS SIMPSON H8 W/ 2X6 SYP BAYS (8 FT) NAILED TO 2x4 BLKING @ 4" O.C. , GABLE TRUSS o 1010d X 1 1/2" 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. ` �• S4. Builder: (2)LSTA18 TRUSS NOTES: CONTINUOUS w/rlod x 11/2" TO 2x6/2x4 SYP STRONGBACK & 8-10d SEE DETAIL $ N 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 STRONG -BACK x11/2"TO"T"BRACE NAIL GABLE TRUSS = (., M (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPUED, AND i, TO PLATE W/16d @ 3 IW (� BRACING SHALLTHEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT W/ 12d NAILS EACH o� IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE UMITED" O.C. a EM,I N W TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY ®$'� O.C.�CTOENAIL EA. 2x8 I' _ ,.I CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT LEG TO PLATE W/ O M EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. - 1/2" x 8" A.B. 2, ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE M ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BYTHE TRUSS MANUFACTURER ALL ); . �+ HGAI & /(S) 1/ N , I ; HGA10 w/(8) 1/4" , i, ° @ 48" O.C. MIN. LATERAL BRACING SPECIFIED BY TRUSS MANUF, SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-W O.C- MAXIMUM. ' X 1 1/2" BIDS OR _ to LLJ w 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION, EQUAL rA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BYTRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT '"'� • KNOCK OUT E ~, N ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. FLATET COURSE $ N w �'—^ SEE TYR TRUSS BLOCKING DETAILS 2x4 SE BRACE (2x4 SPF} 4 BAYS v ) SHEATHING SEE GABLE BRACING DETAIL y Q m W �y a W O LL 3 TO 4 TRUSS x4 AS SHOWN(,Ef J TRUSS SPACES DILT RECTION GE04 'ITI' RACE CONNECTION @ GABLE END W/ VOLUME CEILING 3/4"=1•-0" GE03 GABLE END BRACING w/ VOLUME CEILING N.T.s. q o c O RUS 3 M (9 ?fl VERTICAL SCAB 2X6 #2 SPF 48' O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2F1 NAILS o OR HCLR/LL IN PLACE OF(4) IOD SECT,ION TO TRUSS m REQUIRED @ RAFTERS GREATER THAN 8'-0" &B SEE STRUCTURAL NOTES AND Job Information: NAILING SCHEDULE FOR 80 0 •• (4) 12d NAILS SEE PI1W DOUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING SHEATHING DETAILS EA. END ai 2 PREENG. TRUSS PCATE SECTION B-B co TOP PLATE SCHEDULE FOR SHEATHING DETAILS a 2x STUD WALL gk VARIES w ROOF W SEE PLAN SLOPE CONV. FRAMED RIDGE MAY BE NAILED W/ MIN. (4} 12d WHEN IT LANDS VERTICAL SCAB 2X8 #2 \ 2X4 SPF BLOCKING \ / , SPF & B D.C. W/ R HE O \ BETWEEN TRUSSES / NEXT TO PREENG. TRUSS @ 2x8 BLKING. NAILED @EACH TOP &BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / / ' ' n SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ / B REQUIRED W/ (2) MTS12-S REQUIRED* RAFTERS GREATER \ \ / 2X4 SPF BLOCKING THAN a T 00 2x4 SPF BRACE @ 48" O.C. MAX.w/ , , ,r; N y 00 \ \ @ 48" O.C. - NAIL w/(4) / (3) 12d END NAILS 2X4 BRACE@ 4'-0" / o z 9 COLLAR 3 TIE \ \ \ \12d ON CENTER 1►' Q M SHEATHIN EVERYALTERNATE R EACH END & EACH ENDuj •)( RAFTER ALTERNATE DIRECTION , a 2X4 BLOCKING BETWEEN ca BEVEL CUTS Cy) LO TRUSSES W/ (2) 12d NAILS (OPTIONAL) ,'' n m m Q% @ EACH END, CONT. EACH BAY g Z M d ALTERNATING B 2X4 SPF W/ (2) #7X3-i/2" m O J uj m c-I O TB / / TRUSSES a DB OWOOD R HB ®gEW EACH TRUSS / / SEE PLAN J m i /'1 t i1 L2 BLOCKING / / F V) V PRE-ENG. TRUSS CONT. ROOF SHEATHING ATTRUSS TOP \ / / TRUSSES , ,' o Revisions: STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION \ \ / / / / ,' ; B SIMPSON A34 OR \ \ 1 YV 2x4 P.T. BLOCKING BETWEEN (USP MP4) @ \ \ / / 2 DIAGONAL TRUSSES W/ (2}S2tl NAILS @ AT 8'-0° 2X4 SPF BLOCKING WOOD -�(• 2X8 42 SYP RIDGE BEAM 2'-0" ON CENTER \ / v; EACH END MAX TRUSS ]F 2x8 RAFTERS @ 2'-O'O.C. h BETWEEN TRUSSES 3 Model Name /Number: MAX. W/ T RI COMMON @ 24" O.C. MAX - - WALL BELOW TOENAILS R RIDGE BEAM \ / \ axa RAFTERS FOR SPANS LESS THAN (3)12d EA. END (TYP.) SIMPSON HGMA10 (SEE PLANS FOR TYPE) 4 FT @ 2'-0" D.C. MAX W / (3) 10D SEE PLA / \ 1/2" GAP @ 4'-0" O.C. MAX. 1 2010 CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT, AT STEEL OR WOOD is T & B CHORD BEARING SUPPORT 'X Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z" SPACE EXTERIOR INTERIOR s - �� a Wednesday, April 10, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE g KA PROJECT NUMBER: INFORMATION SHEATHING _ 8" C.M.U. SEE m 19-2135 2x4 S.Y.P. PLAN FOR REINF. x @ 16" O.C. o Sheet: Of o N T606 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. 615 EXTERIOR NON -BEARING WALL DETAIL N.T.s. TB14 NON -BEARING EXTERIOR CMU WALL N.r.s. a ROOF FRAMING AND BRACING DETAILS DEC 0 9 201s 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 Thernri rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2.1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE 6" 6" 6" 6" SINGLE DOOR M SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES aW 6" 3 b.. 3- 3„ 3a Sn 3e - - E r I 4 IW 3,h 3hh 3„ 3, 3„ s s' 6" 6" DOUBLE DOOR W/ SIDELITES R PACE :VENLY L'di Li DOUBLE DOOR na ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY • 8' 8" 8" B" S" • 5E4LANT NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. (loot OpcK (\ • ' tApOtO� �� valley Camel ne e•Xa'H VERTICAL WALL FLASHNG 4T ENTRY PLASTER NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. ji SPACE WX6"H FLASHING 6" alalk O 8a cA` U,.parw9j°eln Ak �AOEdsa DO"90 V60098 � 0 7" R905.2.8.5 DRIP EDGE. a 10 Use h 5111U. PRUwOE DRIP EUGE Al EAVES AND SHMIGLE ROOFS. OVERLAP TG BE A A OF 3h p6dm). CAVE DRIP EDGES SH 7E�endhgla9 W. BELOW SHEATHING AND EXTEND r RWFANIFIIMUM OF 21n. DRIP EDGE eanda1A1L BE PEaWTTEDTO BE IRSTALL 1/2" OVER OR UNDFRTHF UNDFRIAYMEN k OVER THE UNDERIAYMENT, THERE UBsd, Or about 3/4" MINIMUM 41n WIDTH OF RDOFCEMO f no dr P DdgC I9 U. OVER THE DRIP EWE HANGL DRIP MECWW ICAL�Y FASTENED A MAXIMU CENTER, WHERE THE Vud AS DETER ACCOMNCE WITH SECTION 1301.2J SIT W/HI 06 GREATER OR THE ME EXCEEDS M FEET I10.058 meal. DRII ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM Dr 6' ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL FLASHING DETAILS EVENLY INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP X W/ ADHESIVE SEALANT & SCREW W/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS —1/2" DRYWALL FLAT HID. "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 C NTRACTOR TO COORIDATE SPACING A D SIZE OF TAPCONS w/ WINDOW MANAFACT RER'S SPECIFICATIONS TYPICAL MASO RY OPENING LLATION N.T.S WINDOW INST LOCATION OF BARRIER TO BE 19-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 2X WOOD FRAME —" BY OTHERS 4" DIA. CONCRETE SHEATHING --" FILLED PVC. PIPE. BYOTHERS CAULK BETWEEN — FIN &SHEATHING -1 TOP OF SLAB ExFIINNZISH m N BY OTHERS PERIMETER CAULK — - - - - — BY OTHERS 00WINDOW 1°, Iln. II i (I Ir I If i HEIGHT i o 16" MIN. DIAMETER EXTERIOR CONCRETE FOOTING PROTECTION BARRIE N.T.S. 11/2" MIN. EMBEDMENT — 09 WOOD SCREW INTERIOR TYPICAL FRAI'li OPENING WINDOW INSTALLATION N.T.S 3/4' MIN. EDGE DISTANCEi 1/4" MAX. SHIM SPACE LFD Installation instructions For All Fixed Windows With MountingFin Includes all of the fdOwirg series: Hy-Lite 62S / 825 / AZ15 / FL35 / AZ30 / FL30 / V1500 / V1580 / V300 / V380 u, rl:.h. ,, r.o,•w.,,•un�� VT200 if VT280 I GB2000 G020SO 1 Prestilge662 Prefte982 LM10 Ma4mum Fadmer SPED, Wall Framing: (lamas, Head drat 51N) a2SmuWNne/F1r r •T� B 8� _ 8'__-"}'.-.-' B V `i Or ee0x SlUcane a10Xl• — — — Sores, ores, eSalinas Minimum Penetratlon Glaalng BeadF MnPMInp Fit -- Cron Section V law Exterior VWw of n"aJ Winnow ME. _-1 ur ~98oane emald SMmNnp NOW., Ws aerongry resommeMMe a» /ng/nd/or gu0/ngl4pas anOs/Npn8s66MfetlMA57N f7117-0J. However, Eue to ver/stbn M CoOasarW bugdln9 iy If k leR op m Me and User to Oatarmfne ft proaerinde//aNnn o/dhua /tams. LEAVE THE BUBBLE WRAP ONI ore Inds ng youe window, the bubble wrap may be peeled beck For lspecbn, bat please re -stick ttw wrap tp prole¢ the IN" from scratches and o1w damage unUI oarrsmeWn e e .,nele. Sept Measure to be sue Me opening is 3/8•M112" lager then one vdnoovt On bath ventook are hareontiov. ' You may With to Pre-dde the Inamist n, hobs In tle on aMa Nine. CM 11NfS I/I r/MTIXN fin 89 da Mf Soar 2 Apply a geerous bead of WiCae M the baCJWde of the moun%V M Use enough sixi M sufficiently OH all vows CeMeen ale ON and Me wet sheathing. Step 3 Ima[Me wndow MM Me opening hvNr, Meaxdde. The window is labebd "irelde" ard'ouaeC, bet'dtlhese Nheh have beer aE%Gi tle glasing two should alvails be to Me inside of the building. S[es 4 Irldell dams ulds Me OR, ad)ustlng Mery un l Me unit B Plumb in the opening. Shkns shoue be hatalkd under am ON every 2 flat. The window deue he 1,210031 ordered in the opesting WIN no more Man 4" gap heMwe, One window and wall treating. 6 14503 a a10N 1- Yso'ew 4" from she oxrer of the for a each end mae head, ON end both jambs. Steps IrsWI the remaining fastener IN a" IExPernert" horn the cans spews to Me rg,er of each trams member. the rare not to owr- Ughteh the mews and Fail elan through the On. Also, crake we Me wens go In drilght and do not Cause the hnne M NOW. Wag framing should be a minimum of a2 Spax her eNir. Farhat r should be e10 50,eWs of suflkant length M achim W/B" Retaliation Into the Wal and no Iss Mon 112• hoer edge of hamin . FasteNer uamihie5 reekU in each see N forme M aMlew B" In Le pi Frame Member 10" IB• 26' 14' 42, so" 1 sr 88• 24• 1 82' 1 e8• I98" Number of Fedahers 1 1 3 4 1 9 1 6 1 1 ) 1 a 1 9 1 10 1 11 1 12 1 13 7 Aenaw camas sftft "squeese, OW" from around the fin and kupect for holes Or Wes. Use slRmne Mall any was. SW 8 If daked, a foam In laUm Can beapplad M fte Ihtteda gap bmveen Me window and wag fr m g• If aPPikd, faamustbe tlm NON EYPANDING TYPEFOAN. Sep 9 Snla Man wintlows are tYPIGlOY hand N rooms with high moBture, la bathrooms, It is remmmaeaded Met the interior gap between Me Windmv and Weil hampq also be wed Wan dlcore and toabe m as not Be dedee With Me hlCidialm of Wallboard, We a Won Step 10 Once all doMapdnm Is m iq , Menem the bubble Wrap from the •see and punka of Me window. If races", dean are blacks wen a mle detergent aol vain Water using a soh doh. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: 1st Choice DAD COUNTY APP. CERTAINTEED LANDMARK 30 NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FF1544413 2nd Choice DADE OWENS CORNING OAKARRDGE FL16828.1 COUNTY APP. W/ 3/8" MIN PENETRATION THRU SHEATHING 3rd Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR FL7006-R10 FL7006.1 4th Choice DADE APP GAF FL10124-1 ROOFING UNDERLAYMENT: 1st Choice INTERWRAP, INC. nip INO R00� UNDERLAYMENT SHALL BE APPLIED AND FL1521&R3 ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choicel WOODLAND I TYPE II UNDERLAYMENTS-HVFIZ FL17206.1 INDUSTRIES INC 1#30 ASPHALT -SATURATED ORGANIC FELT Overhead Garage Doors: 1st Choice +30.0/-30.0 �CLOPAY 73W6 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. X S" "J" BOLTS FL15279-R5 15 9.5 2nd Choice +30.0/-32.0 CLOPAY FL15279.36 Swing Doors: 1st Choice +67.0/437.0 THERMASSDOR' FIBERGLASS DOOR GAZED INSWING 2XBUCKATTACHMENTTOBEATTACHEDWITH3/16"X3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL15225-R4 THERMA TRLYCORP. FLUSH 2nd Choice +67.0 E7.0 / OUTSWING AND MIN. 12" D.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/18" X 3" WOOD SCREWS MIN. FROM FLi6225.5 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice N0/ -146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 1 h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT SO" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A.NA. N.A. n Choice SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DEFAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FIL 17876R6 Single Hun (fin) ANCHOR WITH MIN. VA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 48 SCREWS W OBUCK BUCK USE EMBED, FOR SCRWOOD +40/-50 MI WINDOWS 3540 SERIES Sege Hung (flange) +50.0/-50.0 MI WINDOWS 3540 SERIES INSTALLATION THROUGH THROUGHI22, OOINTO SUFFIENT LENGTH TO ACHIEVE Vh' INCH MINIMUM EMBEDMENT FL18644-R2 Pleture window IN WOOD SUBSTRATE. FL16644.2 Mullions: 1st Choice MI WINDOWS M-1926 Vertical FOR Mullion 3/16" ATTACHING MI WINDOWS MULUON SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 14 FL 18504.2 MINIMUM EMBEDMENT WrTH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass- " 1st Choice +50.0/-50.0 U$ O 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL185.R10 WINDOWS WITH MIN. 1-A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ *8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 15/8• MIN. EMBED. INTO WOOD BUCK. 3rd Choice Sofflt: 1st Choice +55.0/-35.0 KAYCAN LTD S" BEADED 11/2" NAILS 10" O.C. IN FL 16503-R4 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM SIV Ga. GelvIonizetl DIRECT MOUNT. TOP V44"-20 MALE PANELMATE W/ WINGNUTS Tk"-20 FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm AT 12 /z" O.C. BOTTOM SIDEWALK Panels BOLTµ'/ POWERS CALK -IN I have reviewed the above components of cladding an(d have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 561-26 Name: TODD M. BORN Certification Number: R. # 82126 zLO Z Z(D O a (J ^U'1 � W N -I--2 w U a,{{ O w a B 9 "� n00 to � mDVU O " oy 0 F t 0 cuNu11QlQQ� P C am O ♦ I Affiliations: A i B ♦ Consultants: d ID m 9 �qqrr gC ggrn� ti pppp 'KE C°' LURo .igM 4h a avR�� aFiN°:g [ilJiTi � E'dsa CJ M F0. p Ng4t noQ Q err" a w It- Fi' O -p fit U4�� C LLI — aU¢M.,3 Ncai3, E; sou N H Lu 0 4 : !71 a 8r: K = •+ .J/ 4 I♦I Builder: I aco Y N W_ �a U NO N LL W o vJ a G7 mLL. a 0 0 a a M (3 c I ♦ I Job Information: I rn co DO W ` 0 I— C z i C N OD LL1 _ a o m \ / M L�0 I� C N z oJwm m° Revisions: 1 YV 2 3 Model Name / Number: 2010 Tj Plan Issue Date: Wednesday, April 10, 2019 Tj KA PROJECT NUMBER: 19-2135 Sheet: of: S-5 MATERIAL REFERENCE INFO (PSL) DEC 0 9 2019 1 MECHANICALLY FASTEN AS FOLD UP WEATHER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. NECESSARY IN CORNERS THROUGH - � RESISTIVE BARRIER & WEATHER RESISTIVE The exterior wall envelope shall include flashing as described in Section i SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING THESE DETAILS ARE GENERIC AND MEANT TO SHOW The ex. Awatell resistive barrier is described as a material behind an exterior wall covering that is /WEATHER WINDOW UNIT GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. intended to resist liquid / RESISITIVE q penetrated behind the exterior covering from further intruding n BARRIER WOOD FRAME CONSTR. into the exterior wall assembly. An exterior wall covering is described as a material or assembly of TAPE s EXTERIOR SELF -ADHERED FLASHING 3/4"-l" BEAD OF CONSTR. SLOPE materials applied on the exterior side of exterior walls for the purpose of providing a weather-reslsdve SHEATHING SELF -ADHERED FLASHING battler, Insulation, or for aesthetics. Including but not limited to, veneers, siding, exterior Insulation and BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 In : 12.0 In OVER RIM JOIST AND UP THRESHOLD S DOOR AND RETURN (0.6 cm : 30.5 cm) finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. WALL BY6IN. UP JAMBE". USTHERDNAIL BRAND PRODUCTS DETAILS 0 twnexeewxWn� OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying z with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or Z g WEATHER SELF -ADHERED FLASHING EXTERIOR sheathingof all exterior walls. Such felt or material shall be applied horizontal) with the upper layer BARRIER RESISTIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND lapped er the lower layer not less than 2 inches (51 MIT). Where joints occur, felt shall belapped not n 1 ¢ SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 less than 6Inches (152 MITI). The felt or other approved material shall be continuous to the top of walls w a UNDER DECKING SUBFLOOR (SEE DETAIL WP07) and terminated at penetrations and building appendages In a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. Z SELF -ADHERED FLASHING � - WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied c N _O HEADFLASHINGTIEor INSTRure weath: RIMJOIST Detail Instructions M over wood -based sheathing,shall include awater-resistive vapor -permeable barrier with a performance �, N t. Cut, fold a ri temporarily secure weather ' � Refer to the number mauled as ® in each detail that corresponds to the at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently ; (D 4� reslsdve barrier above header to allow forflashlrg Installation 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: such that each layer provides a separate continuous plane and any flashing (installed in accordance with s _ 'o M resistive barrier PAPER 1. Install Self -adhered flashing in order as shown by numbers Section R703.4) Intended to draln to the water -resistive barrier Is directed between the layers. U w E o 3. Fold weather resistive barrier bade over head flashing and t 2. Install flashing and weather resistive barrier to form water shedding laps w ,Ln c 0 N 9 tape Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water w \, o P n E seal with to 2 2 O 3. Self -adhered flashingcan be substituted for building paper i n o g g 9 p pB resistance equal to or greater than that of 60 minute Grade D paper and is separated from the stucco � N 0 4. Split the release paper using the ripcord (Split release on demand, by an intervening, substantially nonwater-absorbing layer or designed drainage space. U o aq B scale: NTs SELF -ADHERED FLASHING SELF -ADHERE FLASHING embedded in the adhesive layer) - for ease of installation and to minimize SELF -ADHERED FLASHING W PO 1 W PO2 W PO3 R703.4 Flashing. A Y y FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A Y Y CEMT. FINISH SILL/ POTSH F/ CHIMNEY SHOULDER scoring cuts of Approved cowall ca ity oran netrationshall to applied shingle -fashion in a manner '®= y 0 m FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and Prevent entry of water into the wall cavty or penetration of water to the building st uctural ireming 0 U 8 a ^ components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterlor c adhere to substrate using a square piece of flashing material (6" x 6" fenestration products shall be sealed at the juncture with the building wall with a sealant complying with g ¢ §. EXTERIOR SHEATHING RUBBERIZED ASPHALT d RUBBERIZED Minimum) AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, EXTERIOR SHEATHING 3/4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE �A ADHESIVE TO BE APPLIED UNDER FLASHING JAMB it HEAD ADHESIVE 6. Fold as shown by arrows ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. c ♦ Affiliations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit Fluid -applied membranes used as flashing in exterior wells shell comply with AAMA 714. The clashing shell A fl UP JAMB G. USE LIQUID NAIL BRAND FLANGED WINDOW tight to comer extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at § REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOt) g the following locations: B. D. 1 LETTER ON CHEMICAL u SCORED 8. Mechanically fasten as necessary COMPATIBILITY , RELEASE PAPER 1. Exterior window and door openings. Flashing at exterior window and door Openings shall extend to the r ♦ Consultants: surface of the exterior wall finish or to the Water -resistive barrier complying with Section 703.2 for subsequent W to o SELF -ADHERED FLASHING, v (BUF FDWINC{SOORE s SELF -ADHERED EXTEND A MINIMUM 6" Ra.aAsernrearOF Ose drainage. Mechanically attached flexile fleshings shall comply with AAMA 712. T Ip9 5 N ,� FLASHING VERTICALLY FROM ADHESIVE AS S OMI 411111111 BOTTOM OF Flashing at exterior window and door openings shall be installed in accordance with one or more of the I - THRESHOLD P " ' MECHANICALLY FASTEN AS following: .yg E ii�� Q �r; �Oryyii ri ili fi � m O-9MF�ui (y SECTION -A NECESSARY IN CORNERS THROUGH 1.1 The fenestration man11fa0bJrers Installation and fleshing Instructions, or for applications not addressed e U) � �a 8 C (SEE DETAIL WP02) SELF -ADHERED FLASHING In the fenestration manufacturers Instructions, in accordance with the flashing manufacturers Instructions. h SELF -ADHERED Where flashing instructions Or details are not provided, pan flashing shall be installed at the sill of exteriorae�' FLASHING window and door openings. Pan flashing shall be sealed or sloped in such a manner as to di reel water to the „ _ ur _:., r it „ N t v " V 2 surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings Using pan 3 @ a Vmj�flashi shall into orate flashin or rotection at tare head and sides. s,SELF-ADHERED FLASHING 5 1.2. la ccordance with the flashin desi n or method of a f g p ¢ s ;¢ a, r �:' cNAILING FLANGE 1.3. In accordance with other approved methods. egistered desi n rofessional. 1.9 s J"' 0 1 y ~ w O 4 1.4 In accordancewith FMA/AAMA 100, FMA(AAMA 200, FMAIWDMA 250, FMA/AAMA/ WDMA o $ Jt90 a �C 2 sF�1L TOPS OF JOISTS 6 300 Or FMAIAAMA/WDMA 400. DO NOT FLASH OVER - UNDER DECKING 2. At the intersection of chimneys Or other mason construction with frame or stucco walls, with E FLANGE (SEE Ot7AIL WP07) 2 % projecting lips On both sides under stucco copings. BOTTOM NAILING 8 Y masonry 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. SELF -ADHERED FLASHING SELF -ADHERED FLASHING C SELF -ADHERE FLASHING (� 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. HALF ROUND WINDOW W P 04 EXTERIOR DOOR WITH DECK W P 05 INSIDE CORNER FW P 0 V 6. At wall and roof intersections. 7. At built -In gutters. y a SELF -ADHERED FLASHING A DECK PROTECTOR _ SHEATHING 8" Cement t ASTMC926acco ce with n/ accordance wih Plaster 7/8" Cement Plaster --"�-- SELF -ADHERED ASTMC926 FLASHING PATCH Felt backed metal Felt backed metal SELF -ADHERED FLASHING PROVIDE MIN 8" WATER lathe in accordanced with ASTMC1063 lathe with ASTMC 063 a ♦ Builder: accordance y DECK PROTECTOR RESISTANCE COATING AROUND ENTIRE PERIMETER Building PaperVBuilding Pe Y EXTERIOR FACE OF BLOCK, - ng per AROUND THE INTERIOR OF ' ` THE OPENINGANDTHE FULL ,'; 7/16" O.S.B. j., l ', 7/16" O.S.B. 3 W Q DOUBLE PRECAST SILL - / / sheathing - �. sheathing m LLI SINGLE JOIST '; % ' .. N JOIST SELF -ADHERED FLASHING .. ' Metal Keep top edge oVM 0 SELF -ADHERED FLASHING t ' Flashing of weep screed = a Q ' 2" below top of A z 11L � 2 31/2" block N y W f% J 3" MIN Unperforated E N O O 4 Flange 7/8" Vulcum 8W 2 Weep Screed cauk bottom o Q lL' z CIL 5 joint only a 0 m IW o Maintain N Bottom of Metal Flashing ,n W � SELF -ADHERED FLASHING Q MASONRY INS LATION Wee Screed 3-1/2" Unperforated s W o SELF -ADHERED FLASHING FwPO7 WPOH WP09 p Flange7/S"Weep Screed ®I Vr m z O 1 1 /2" to 2" `; o pp T o \ x; OUTSIDE CORNER FLASHI G Above Roof 1/2" Cementitious 'y o S J Sheathing Decorative Finish M c 3 5 • • o, All inside and ♦ Job Information: outside comer will EXTERIOR WINDOW UNIT °• need to be miter d to CEMT. FIN. Cement Plaster cut and caulked all BUILDING PAPER SLOPE accordance SLOPE with ASTMC92°• becaulkesng d ito n W SLOPE 0.3 in: 12.0 in 6 Vulcum caulk for all ` 0.3 in: 12.0 in (0.6 cm 30.5 cm) 0.3 in :: 30 over wood 2nd : (0.6 cm : 30.5 cm) (0.6 cm .5 cm) floor B � Ip SELF -ADHERED FLASHING 6 C WIRE LATH ¢ N SELF -ADHERED FLASHING �� EXTERIOR o m i y 00 CEMT. FIN. N '� BUILDING PAPER , W d 0 CM WIRE LATH > Co to ti li i U SELF -ADHERED FLASHING 1/2" Cement Plaster Finish � Z O Y V m M a _IWZ�� WIRE LATH Block 2 1/2" Perforated J m U) U) L0 to �• Flange 1/2" Weep g BUILDING PAPER ♦ Revisions: BUILDING PAPER Cement o Screed 8 PlHaster m 1 YV over block 2 EXTERIOR 1st floor o ri 3 WINDOW UNIT CEMT. FIN. Slab Install bottom m ♦ Model Name/ Number: edge of weep screed 1" below 8 201U finish floor 0 ♦ Plan Issue Date: ¢ Wednesday, April 10, 2019 OPTIONAL DETAIL 2 2 Note: M VI KA PROJECT NUMBER: 0 The building paper and metal lath Y 19-2135 SELF -ADHERED FLASHING SELF -ADHERED F SHING must be installed over the top of %1 WEEP SCREED DETAIL o Sheet: Of.. SELF -ADHERED FLASHING W P 10 IWP 11PARAPETW P 12 the weep screed. SCALE. NOT TO SCALE R w P CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH WALL a WATER PROOF L 0 DETAILS DEC 0 9 Z191 Q Q� zLo Z Zg z Q J Q U N (D D � w i M 0 - z J _ o I p O ll.I o N j M n EO PRE-ENG. TRUSSES W$ d ( SEE ROOF `m F o M d FRAMING PLAN N ,® E D n 0 ---------------------------------------- 5 a ° v c o' g ^ HEADER BEAM ORoe LVL 1/2" PLYWOOD Q o (SEE FLOOR PLAN ON ` - - THIS SHEET FOR SIZE) (2) MSTA24 POST TO BEAM I $ ♦ Affiliations: ABOVE W/ (18) 10d x 1 1/2 i B D., •.\y �-(C SOLID PAD OUT (�lfl�+ IF BEAM IS LESS c J .i"J THAN POST WIDTH E ♦ Consultants: SEE DET. ON THIS SHEET OD ' 6" X 6" #2 SYP I 2x4 ' a cccto P.T. POSTE w �rn u (2) 1-3/4"x11-1/4" LVL 232 a1 Q� N rn i C LL LL 0) '�5:$'g 0.5a ui N L 71 "X6"#2SYP $amAU)Q¢'o� d P.T. POST�Q��tk��i.a . • SEE FLR. i , a a �i OR PAD OUT DETAIL�w Wow `"�F mz SIMPSON ABU-66 w/ 5/8" BEAM SIZE a p .�l•• ;I i u � �: �q�"- ; 4'.}x6" WEDGE ANCHOR SCALE: 1"- 1'0' ULu ----------------------------------------- ° ° FILLED CELL (TYP) : -L', ;I ' .p ❑ �): 8" CMU W/ 3000 PSI .•� �; SIMPSON HUC410 - E •� :;�� W/ (18) ib"x23/aTHENS , • • • ' • •' , • • • . • v GROUT &LINTEL W/ & (10)10d NAILS. ;•q• :•;•'; ••• q <- •- 1 #5 MIN. LAP 30" ' I •�'� (ACI 530) 0 Yo 23 BM./CONN DETAIL POST SECTION A N 1" = 1'-0" SCALE: 1/2" = 1'-0" ° z 0 S m ♦ Builder: $ Wco '• f 3C4 W_ 0 Y M 20' " '� z a Q c 5 z LY J 10'-3" 20,-0. N N O ul 30"x3O"x12" DEEP ti W W/ (3) #5 EA. WAY Q V ) SIMPSON H2.SA TYP 6" 6" (TYPICAL) g,_g�� 9'-g. _ N F o ' ' 6" Q io (2) #2 2x12 SYP BEAM p ' � .I W v ------------- _ - - ----- ----- ---- - - ---------- ------- n, ------------ - - - ------------- _ J r2 n 11 i�i P.T. 6x6 POST ii m M Q O � ,II III a ,[j In m IV III 9 N nl I I I I I I „I z / I,I n o v I o II yl 4" 2500 PSI ONC. SLAB W I III -,Soo ♦ Job Information: rn = III 1.1 $ a 1 6x6 10/10 W.W.M., 0 FIBERMESH/FIBERMIX „ a z y N O 3 a n - 1° I ADDED TO THE CONC E IN ACCORDANCE W/ M _ MANUFS INSTRUCTI NS AND NER-284 FOR rn o ;;; v o c _ _ = v Li rn o (2)HTS20 (2)HTS20 I FIBERMESH OR NE -414 FOR FIBERMIX, 1 ° _ �w �d „I n •+ `� a OVER 6 MIL POR BARRIER " ti m LIGHT INSTALLED IN m " W H I, BRACED OUTLET x 0 x III ' ' I I ,,, a ,- � N FOR POSSIBLE \ � � N I 4" PATIO SLAB � ;;; m N FUTURE FAN m U In ;; e II, HSOA H10A I,I 23 ,II ,-� ¢; ti ¢ , 23 W/8"x8"THWN Pi WP 3 m ----------—-— -- — - —- - I EDGE 1 �� N¢xy GFl NQSN "� Pi O FT lit] In m N z U > •------------------------------------------------------------------------------------------- L - — - — - DOOR LOCATION 00 ADD FILLED CELL MAY VARY M N ~ ROOF PLAN FOUNDATION PLAN WHEN REQ. FLOOR PLAN > auj WHEN REQ. M if') l tL U SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1' SCALE: 1/4" = 1'-0" 7 � L14 m a p W Z) e Jm(nCniLO E ♦ Revisions: 1 YV m 2 0` 3 ♦ Model Name / Number. 2010 Vi ♦ I Plan Issue Date: Wednesday, April 10, 2019 g ♦ KA PROJECT NUMBER: d 19-2135 Y 0 0 Sheet: Of: N 0 20x10 PORCH U DEC 0 9 2 ) 4" bath duct to roof cap w/fan Nutone 696RNB PATIO 14'0" X 10'0" 25 SH DEL 25 SH O 1 EGRESS DEL 25 SH i 2868 ■ 4" bath duct to roof cap w/fan—light Nutone 763RLNB eT2 \ A�c9 3 4„ 10x6 1w RFDROOM �2 LIMN(-' ROOM F C e' Lc. 8' CEILING VAULT CLG. 0R 3C �� 12x12 2wcd V 1 f= 12x6 1wcd 305 1 6 1 wcd 14x8 1wcd 5 N o "�A 210 D/w 6" INTFEInR 'NIM, [IN— y8x4 1 d 8x4 1 we x12 ra L-2068 I ACCI >s 22%x CrJ 11 20 REP, ,HE�� AT,IG VA LT CLG. 8'vCLC. 7 2,y� 9 12 2 Ira Fi" 4 'LO "4" 00 12" 2e68 24x18 fbra g 16 BRK IN D L-2068 / R;A CL,. LINE 6 6 REP. IN CLG'. iff 10x10 rag \ 4'_5" w FOR HVAC UNIT DININ RO )M FOYER �IUDY cN w VERIFY SIZE WI TF uMFGF 5 L A J�I 8' C ILING 8' EILiI�I L 10x6 1wcd J R "I 1Ox6 1wcd 10x6 1wcd o A/C SLAB 110 BEDFOOM .> loxs lwcd42X42 13o so VERIFY 6 ,L, 100 100 BY BLDR MIN W/ `G BUILDER ILDGR -- ❑ 2' FROM WALL -' ° Oc OO M503 W2 W.H. C2 35 SH ROW TOP �30 I 35 SH EINITRY PULL DN STAIRS 22 1/2"x 54"MIN HANDRAIL BM3� i--11 ANDRAIL� 4 dryer duct to roof cap W/5KW @240V 1PH w dr er vent box 18x13 plen platform by z-i bldr GARAGE SCALE: 1 /4" = V-a• 8' CEILING S12 2 G) 15 X 7 OVERHEAD DOOR FLOOR PLAN 79A99 SCALE 1/4" = V-0" / 114x8 1wcd 18x18 rag 4 195 A. NO E TO BUILDER: MUST PROVIDE UNRESTRICTED 1 I CH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Trcnsfer ducts/grills sized in compliance witi Florida Residential Building Code—M1602.4 bal nced return air. EX EPTIONS 1-3 8'-0" CLG. EG Ess OBL 25 SH J 4", bath duct to roof cap r w/fan C) Nutone 696RNB A�- EA CAL_CUL DONS 2010 S.F. "Ist FLOOR 2010 S.F. TOTAL LIVING (AC) 425 S.F. GARAGE 135 S.F. COVERED ENTRY 'A" COVERED PATIO/LANAI 2570 S.F. TOTAI- AREA UNDER ROOF Must have a minimum clearance of 4 inches around the air handler per the Stbte Energy code. All duct has an r=6 insulation value. Rating 5 m O Cn LU LU Q W U W � J O V) U� :�io l--- Q Iy O O <C (N n Z .. o C/) m LU • ' >_ Z Z LU J L Q o D Q Q:� CSC] CL J (!) C) C ) HOSE+ BIBB 3'-4" X 4'-0" TEMP. FIXED ADD EXTRA GLS. WINDOW FILLED CELL CNTR. ON TUB w/ OPT. WINDOW 6'-10" B fi • lq - N. • nLj h'I • FA �a k e A 3 A • OPTIONAL MASTER BATH Y N MASTER BA. OPTIONS 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON TUB 3040 (1) PC. RBERGLAS SHOWER IN LIEU OF LINEN CLOSET 55'-0" Mn A -2' w W-------------- I I -_--___------.I4I I' I I COVERED PATIOSEE , �? SHT (P) FOR COVERED PATIO INFO 0 20'0" X 0'0" in o 0) 8'-8" 9._0„ 5,-0" , I DBL 25 H OI DBL 25 SH 25SH EGRESS 2868 SH.BIBB0 O HOSE r(6,RD5 3, • y On u I T"5 IN B' LIVINGROOMBEDROOM ? VAULT CLG. m #2 i. 8'CEILING WS01 S-236"FLAT BAR ti TOP ON 34" 0 y 8'-0" CLG. WALLJ o_ C� y" 2,-7'I y'-0"I 2'-7" 1" 16'-10" 2'-6" 4'-10" 3,_4'I 2'-4" 12'-411 mI (A)u - - --_ -' v N ID/W I M d N m a. ri ao INTERIOR RI GE LINE 9 ACCESS y CENTER 8' x 16" 12'•10" ioo ti 1 22"X36" r PLANT SHELF ON a - , DBL-2068 °� V �� ATTIC � VAULT I � w IC 1 0 G o --- of WIC a "COL. TO BE KITCHEN � REF.-N - - - - 8Y 4 .• -, 8' CLG. FR MED TO CLG. ao VAULT CLG. 0 2668 �- �- of - - - - - - 0 ro 3 RANGE/HOOD DOOR, PER g C w w r; rn ,., 77770 / ACCESSIBILITY a m S 1 CODE z m Yi J/ O LL - it I 3068 8 8'-10" .. - o = 4'-8" 4'_2" 2.-7,1 3- '-011 M 12' SQ. +4 If- , BRK IN - - _ _ - -- - - g' CEILING N 0 TYp• CLG. LINE R/A DBL-2068 WS01 OF ti0� GRILL ' OWNERS------ BEDROOM eR ------ ---" . ------------- t 2668 S-2 .,. ,,. ,.-...,.. .. 8'-0" CLG. .. IN LG. ---'-i ------------------ q 6" M �8' a 4,-5„ 8,. � N m FO ER PROVIDE PLATFORM FOR HVAC UNIT = y N w STUDY DINING ROOM VERIFY SIZE WITH U N� 8' CEILING 11 8' CEILING '" 2'-8^ '{ MFGR F �" II LAM a , 8'CLG BEDROOM #3 N N r+ ao o 8'-0" CLG. r _ _ VERIFY -l" LOCATION W I'( HANSON BOX - W/ BUILDER 12'-10"1 9,-4" ;... 2,.2„ I 111-61, ,., 6,4„ 1 L - L 1 @ 36" AFF 12,_10" - DRYER VENT ' I D I THRU ROOF MAX LGT 35' EGRESS „f " O 35 SH BOW TOP C2 BW2' W.H. M3 DBL 25 SH i 35 SH 2 3' 8" O 11'" i g S1 CRUCIAL DIMENWCNIS ~ BM3 ._____________, NOTE: BUILDER TO PROVIDE FRAMER STARTLAYDUT N 1 IENTRY PULL DN. STAIRS 1/2"x 54"MIN APPLIANCE PROTECTION IF ,HEREI / ,22 , REQUIRED BY MUNICIPALITY. " HANDRAIL-!3- HANDRAIL ------• SEE SHEET 4 FOR DETAILS -' - ------- - - - ----- --- - ------------------MIL ro2 ALT. BASE CONNECTION TO HTT4 m CDil Cg (1) SIMPSON DSP EA. SIDE C8 ENTRY S3 C5 CD11 Cg ONLY S-3 I 2,_5„ I 2'-5" N 4'-10- N 2 CAR GARAGE 6" 12'-5" 22'- " 8' CEILING SLAB C M. °Q ------------- - --------- ---------I G.T. ELEVATION � I I I , I I I I I I , I , I I MS12 S-2 HOSE i BIBB � I ' H ' O I , '1R x 7 0VFAUCen nnna 35'-0" 2'-0" 1 16'-0" 20'-0" FLOOR PLAN "All - SCALE: 1/4" = 1%0" 2,_0" 0i O rN U C 7 f6 5 i! U C to N af6i LO) dy = Z N 0 OfS 7 y� J O N »: E a y' �hCL = Q N C 0 LIJ m -9 V LL a W (D U 0 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 1 l 13 J +27.6 / -37.0 © +26.5 / -28.8 +26.5 / U.4 +24.8 / -27.1 1 ( F ) +24.8 / 431.1 (� > +24.3 / -27.5 U +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL m BEARING FRAME WALL46 - Y ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS y SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. a MASONRY WALL N fi d 5 0 3 GENERAL NOTES E c N 1. R302.6 (table 302.6) If water based ceiling texture material Is used, Provide'h" gypsum board for 16" O.C. Framing, or 5/8" gypsum board for 24" o.C. Framing. Note sit" sag -resistant gypsum board may be used I.L.O. g Of 5/W gypsum. 5/8" type "X" gypsum board must be installed on garage ceiling beneath habitable room(s). n 2. R302.5.2 Duct Penetration. Ducts In the garage and t ducts penetrating the walls or ceilings separating the 'e v dwelling from the garage shall be constructed of a min- Imum No. 26 gage (0.48 mm) sheet steel, 1 Inch min- imum rigid nonmetallic class 0 or classl duct board, $ or other approved material and shall have no openings 8 3q Into the game. 2 g 3. R302.5.1 Door from garage into house must be a, minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. E 4. R302.7 Any accessible space under a stairway shall 1O be protected with %" gypsum board. 6 N 5. All doors and windows providing direct access from the home to the pool shell 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 a 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 6. Bathroom exhaust fans must vent to the exterior of Y the building, exhaust to attic space and soffits is not 6 acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of o the venting. o. m 7. R302.6 The garage shall be separated from the 2 . residence and it's attic by not less than 1/2-inch 1O (12.7mm) gypsum board applied to the garage side. w Garage beneath rooms shall be separated from all L habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation Is a floor -ceding assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) 5 gypsum board or equivalent. + 3. R312.2.1 Window sills In dwelling units, where the m 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 E 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) o sphere cannot pass. N 3. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be saftey tempered glass. N LO. Ceiling for exterior entries and covered porches to ' have 7/16". span rated OSB nailed per zone on -� roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. `o 16 L1. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) a shall be weatherstripped and insulated to a level m equivalent to the insulation on the surrounding surfaces. F L2. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units m (washer unit to be always on left side when facing E units) hanson box 0 36" aff m .3. Porch Ceilings: (See plan for the following options) - Option 1. Gypsum: exterior gypsum soffit board shall be attached to all o framing members with 2x blocking provided at perimeter. m The gypsum board shall be attached w/ Type "W" IA" drywall screws at 8" O.C. in filed and edges. Option 2. Plaster Base: 8 7/16" OSS on underside of roof trusses shall be ,; attached to all framing members with 2x blocking a provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. fold and 4" edges. "m l/VV JOC v � ♦ � 1 SEE SHEET 3.1 ° 3 FOR DETAILS m AND SCHEDULES AREA CALCULATIONS 1st FLOOR 2010 S.F. TOTAL LIVING (AC) 2010 S.F. GARAGE 425 S.F. COVERED ENTRY "A" 135 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2770 S.F. 0 Z Z Mo Z Q a z UC) w DO0 w NV � U W U C Q Affiliations: A L Consultants: w t p smt N 9 U) V � rlN Iwo 4� O tC ik ik xfi Q rmz ri' IJi !i sd§o U�y sgi ,:Iz tnPINS W c�"oi w w w ti my�MLL '� .: C7Nm q Z� Le �0 W &W s- 61' `a •y Builder: >. M VC W � Y N LLI ZUj w N N W LL o W m C ' A vJ N W z a MLLI U IRV fY J Z O cLL o 0 M0 l01 Job Information: in Y U> W 0 N I- Z N 00 01 W � h '� Cl' M > M to r li V v z m DD d) _ O_jwZ:)� _J m (!) (n LT8 ti Revisions: i'( 4AIAICf YV Model Name / Number. 2010 Plan Issue Date: Wednesday, April 10, 2019 VI KA PROJECT NUMBER: 19-2135 Sheet: 2 Of: DEC 0 9 2019