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HomeMy WebLinkAboutPLANSTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL • T OL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT IS IN ACCORDANCE WITH RULES TREATMENT FOR THE PREVENTION0 F SUBTERRANEAN TERMITES. AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 0 ES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT U G 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED TH AT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFES TATION 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WATER -RESISTIVE BARRIERS. STUCCO WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS A PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESIS TIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. IN N APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE-FASHIONAMA NER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. - INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. EXTERIOR CEILING LATH ATTACHMENT PER THE ASTM C 1063 7.10,2.2 DIAMOND -MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL LATH, AND WIRE LATH SHALL BE ATTACHED TO HORIZONTAL WOOD FRAMING MEMBERS WITH 1'h-IN. (38.1-MM) ROOFING NAILS DRIVEN FLUSH WIT PLASTER BASE AND ATTACHED TO VERTICAL WOOD FRAMING MEMBERS WITH 6D COMMON NAILS, OR 1- (25- FING NAILS DRIVEN TO A PENETRATION OF NOT LESS THAN'/a IN. (19.1 MM), OR 1-IN. (25- IRE STAPLES D H WITH THE PLASTER BASE. STAPLES SHALL HAVE CROWNS NOT LESS TH . (19.05 MIA) AND SHALL ENGAGE THAN THREE STRANDS OF LATH AND PENETRATE THE WOOD NG MEMBERS NOT LESS THAN 3/a IN. (19.05 MM . METAL LATH IS APPLIED OVER SHEATHING, USE NERS THAT WILL PENETRATE THE STRUCTURAL MEMB LESS THAN 9/" IN. (19 MM). 7.10.2.3 EXPANDED 3B IN. (9.5 MM) RIB LATH SH ATTAC HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LE 141N. (44.5•MM) PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3'41N. (19.1-MM ATIO VERTICAL WOOD FRAMING MEMBERS. 7.10.2.4. COMMON NAILS SHALL BE VER TO ENGAGE NOT LESS THA NOS OF LATH OR BE BENT OVER A RIB WHEN RIB LATH IS D. 7.10.2.5. SCRE TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL WOOD MEMBER: SHALL PEN NOT LESS THAN 5,8 IN. (15.9 MM) INTO THE MEMBER WHEN THE LATH IS INSTALLED A LL ENG LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS THR H, OT DEFORM, THE RIB. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11 2" TO FORM U. N.O. N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A / A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED / 0 MED BARS FREE FROM RUST,SCALE &OIL &SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS STEEL WIRE 0R PLASTIC SUP PORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS &FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED INTHE DESIGN 0F THIS PRODUCT. IF CONTRACTORS WISH T0 US E A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm = 1500 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3 COARSE GROUT HALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION Af THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY MOISTURE CONTENT 1 U.N.O. ( 9%OR LESS), .N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-E REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. S. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVQ BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-0, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP.1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSS EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN AC CORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED, PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14 NATIONAL ELECTRICAL DES 0(NEC 2014 & 6TH FBCR Ch. 34-03 C BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (AC 31 -14 ) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530.13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/ SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE Q ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WH ERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/ 180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR ]-JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM L CHORD L 0 0 0 O BOTTOM CHORD OIL 10 10 10 10 TOTAL(PSF) 1 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (pSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL® HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED ULTIMATE 1.60 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT + - 0.1 / 8 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15Fi AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT !S 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-1 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 eD s p 50 (+) 24.8 (+) 24.8 O (-) 27.1 (-) 31.1 Q Q (+) 23.4 W 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x T-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 R 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND•BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS E AILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC FILE COPY 9WIOI�D'�F60'�R?EVI CODE COMPLIANCE ST. LUCIE COUNTY BOCC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the intent of Designer/Engineer listed In the tltl eblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS RECOMMENDATIONS OR SIMPSON 1/2 TITEN HD BOLTS WITH MINIMUM 7 EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS, 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN, Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY SIMPSON HIG H GH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 Of THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO BPOURING THE EAM EPDXY.CONTROL OF CONSTRUCTION SITE: ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer / Engineer prior to TO FOOTING ). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction ithee MUST be in accordance to the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/n"x 21/n" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, 10BSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, ORE EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM. TRESPASS, OR ANY OTHER Assurance Manager at 321.972.0491 immediately. No backcharges MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DLMY TO TAKEY ACTIGN,,OR PREVENTIVE MEASURES TO PROTECT H PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASO, . without advanced notification and approval by the MISSED, CONTACT THE FOR FOR SUBSTITUTION. // Designer/Engineer. Payments will be made In accordance to the � 7111'01, h f terms of the agreement. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) //� ^ /'� / /� 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON A HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT ' '/�,-. h� i 2 C/e - / /✓ / FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. ll- CI AMS HOMES Of Northwest Florida MODEL 2265 3CFL 6u!A!LUJz 6V i z Z (D Q J a U z (/) U Cli 4-+ J1) W V p W o� ORE t/) C R j7 E OU , W CO 0 m ,® r O ry 0 x rn Of $� 6 ♦ Affiliations: A CI B D X, ♦ Consultants: w °rrnzm Ip J Ji L mm�v- a a - Z a s s $8� �mrOng v' o §oo O Oa.$ rn ��oo w N a .sQ 3 . a 2 w ` OCR a�i,tii�l r tr C Of 9 jai+••i��.M•1J"'4� �i N a10:m'" q •��W a p• 1+ L 4<� r* ••• ��' .,jam r pn F s--\ •'"� rrf r0 a E 1 r 1t6�,�� 1♦I Builder: Q N LV Q U Sao NO W LL nz / W Wrle "CO CO Q O O O = M Co c Job Information: N C O N M 0 �N V ID DID z Q_� c1 W J M \ .4 N m t0 ai U z M 0_1WZ)N� 0) J m 0 (n 06 tL. ♦ I Revisions: 1 YV ' 2 3 ♦ Model Name / Number: 2265 ♦ I Plan Issue Date: Thursday, June 20, 2019 ♦ KA PROJECT NUMBER: 19-4239 I Sheet: Df. I COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(p10 TOP BOTTOM NO BW1 16" (2) led TOENAILS (2) led TOENAILS SPF UPLIFT BW2 SP2 W/ (6}10d SPS W/ (6}100 16" STUD, (6) 30d PATE STUD, (4) 10d PATE SPF 402 BW3 is" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 30d SPF 803 STUD,-(T led PATE STUD, 4 10d PATE NO BW4 1fi" (2) 16d TOENAILS (2) led TOENAILS SYP UPLIFT gV,15 SP2 W/ (6}1Gd SP1 W/ (6}1od 18" STUD, 8 10d PATE STUD, 4 10tl PATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP3 W/ (6}10d 16" STUD 6 10d PLATE STUD, (4) 10d PATE SYP 878 NO BW7 12" (2) led TOENAILS (2) 16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6FIOd SP1 W/ (6}10d 12" STUD, (6) 10d PATE STUD, (4) 10d PATE SPF 535 BW9 12" STUD, (6) 10d)P ATE STUD, (4) 10d PATE SPF 1070 BW10 12" (2) 16tl TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6)I SPS W/ (6)-10d 12" STUD, (6) 10d PATE STUD, (4) 10d PATE SYP 1 585 BW12 (2) SP2 W/ (6) 30d SP1 W/ (6)­lOtl 1 12 STUD, (6) 10d PATE STUD, (4) 10d PATE SYP 1170 BW13 NOT USED TOP OF WALL . - OUBLE 2x TOP PATE SEE P MASONRY WALL OR ICF WALL. SEE PAN f - 2x STUDS PER DOUBLE 2x HEADER PAN/ SCHEDULE SEE FLOOR PAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MSO3/&1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY N WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION - -- ^ '- PAN FOR MORE 2x P.T. W/ 1/2' A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2' A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL - REQUIRES MIN MIN. 7" EMBEDMENT PAST STEP DOWN. Lif ALT.: SIMPSON 1/2" TITEN HO @ 32" O.C. - 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8tl NAILS AT 4"oc SEE GENERAL NOTE#8 BRIG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES I. SEE FLOOR PAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 UNO ON PAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED ED 4. SP4, AND CONNECTORS CAN BE SUBSTITUTED IN PACE FOR THE SP1 AND SP2 INDICATED IN IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION NECTION TO IGNORED. SEE WFO6 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 0 / 2nd FLOOR TO FLOOR FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN, 7/16" OSB PLYWOOD W/ 84 NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IFTHE BEARING WALL IS INDICATED WITH THE DWI, BW4, BW7, SWIG THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT THE STUDS TO TAD ARE E NAILED TO THE PATE ANDTHE PATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE RE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPS ONE NAIL AT L THROUGH / E THE STUD INTO THE PATE TO ACHIEVE THE E LOAD. 1 TABLE LOAD. 30d=O'1�ONG 3" COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) el (3) 2 x 4 #2 SPF (4) - led TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2` 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-0R- (4) - led TOENAILS O D7T2Z W/ 1/2- WEDGE C4 (4) F 2 x 4 SPF #2 ANCHOR" & (8) 1/4" X 1 1/2" 2145 SDS SCREWS CS 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR* * SYP POST & 12 -16d NAILS U _ 205 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & 42) - led NAILS U = 2300 8x8 PT, #2 ABUBB W/(2)-5/8"ATR** G=24335 C7 SYP POST & (18) - led NAILS U = 2320 3.5 CB 1.8E x 3.5 P.L. Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/e" EPDXY (WOLMANIZED IF EXT.) ANCHOR, OR ATR-* 5645 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x C9 F71.8E F13=2400 PSI 2 1/2' SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** 3.5 ULO 1.8E x 7 P.L. Fb=2400 PSI HDU&SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" (WOLNIANIZED IF EXT.) EPDXY ANCHOR, OR ATR*** 6970 5.25 C11 1.8E x 5.25 P.L. Fb=2400 PSI HDU&SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANVED IF On.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU&SDS2.5 W/ (20) x C12 (WOLMANIZED FSEXT.) ANCHOR OR ATR- ++8"E1/4"PDXY 787 GENERAL COLUMN NOTES 1. SEE FLOOR PAN FOR WALL MOTH, STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PAN. 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 N REQUIRED. (SEE INDICATED CALL OUT ON PAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFOR ATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.SE) MAY BE SUBSTITUTED F R ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUNNAI S: DD AI NAIL DIA: LENGTH NAIL SPACING ad 0.131" X 2 %" 0.131' X 2 %' SEE PAN RING SHEAT ING SHANK ON ROOF ROOF WALLS lOd OR 12d 0.148- X 3" 0.131" X 3" SEE PLAN BLOC NG & TOE 0.148" X 3+A' 0.131' X 3;44" NAILS & TOP PATE 12d 0.146" X 3 �A" 0.131" X 3'A" 8" 0.0(COMMON) STUD ALL 6" O.C. GUN NAIL CORN IRS SOd 0.148" X W 0.131" X 3" 8" O.C.(COMMON) STUD ACK 6- O.C. GUN NAIL COLD NS 16tl 0.162" X 3+h" 0,131" X 3'A" (2) 16D(COMMON) SEEP N (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2).2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PAN. (2)- 2 z 30 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BM OSB FLITCH PATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYR EACH SIDE COL. U.N.O. ON ROOF PAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYR EACH SIDE COL. U.N.O. ON ROOF PAN. (2).1 3/4" x 111/4' LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PAN. EACH SIDE. (2) - 13/4" x 117/8" LVL 2.0E Fb=2600 PSI. NAIL BE CONNECTION: PROVIDE2 ( ) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT CT LENGTH OF BEAMS REQUIRED (MIN, 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H3 (2) - 2XJO #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE T E HIS SHEET E HS (2) 13/4 X111/4 ATTACH TOGETHER W/(2)ROWS 1/4"X 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16' O.C. TYP, EACH SIDE H6 (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1%0" - 3'-11" (1) (2) (1) (2) 4'-0" - 9'-0,- (2) (3) (2) (2) 10'-0" - 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE tat FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/53 5. FASTEN ALL MULTPLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" ox NG EACH EDG (3) ROWS IF 2x10 OR LARGER. �AM6. F HE ERS I U G ST 3 12d TOENAILS PER SIDE . F HEAD R NO RED CONTACT E.O.R. 2 - R/SH MIR. O'S BATH 8'-0" CLG YES NO MASTER BA. OPTIONS 3040 (1) PC. RBERGLAS SHOWER IN LIEU OF LINEN CLOSET 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW OPTIONAL FLOOR PLAN SCALE: 1/4" = 1'-0" _ W O OW qZ 0: N 0 N CV M R N 2'-8" S-2 rn (A)N (7 W ON 25 SH 12 � 42" GRAB BAR O_ 16E 2'1 L , MYRROR •-�---� J x _WALL--N��--' N MOUNTED "'---' SINK 7" 5'-8" 1 8'-0" LG 2-2068 668 3068 3 ' W _ ' Z N R/SH (.� 8' CLG -' 36" FLAT BAR uri TOP ON 341h" / In v �' WALL R SH 3•-6„ 2,-6„ 3,.6„ Id _ r 8'•8� 11-6 a 81 8-01, CLG I G.T. I , BEDROOM 2 4 8'-01, CLG ti I -0" CLG B / SHOWER 1 _16"PRECAST AB VE_ 4'-6" 1K 2' 3450 SH TEMP) T FAA N H2 A H4 m BREAKFAST in 10'-0" CLG FLR LINE q -v 0" .. 2'41" .- 12'-11" w KITCHEN -1 ` , 10'-0" CLG I J N I I I I a 10 i T 4/O1OP'G N _ _ 1 _ _ T 8'-0" CLG IDROP 12'-11" CLG 2868 R/A - W--- ----- q 2-2668 W.H. iN R/SH , N H4 MS03 B�r�l3 (1) SIMPSON HTT4J S-1 REQUIRED BETWEEN C2 OPENINGS v ATTIC ACCESS LOCATEIN FIELD i22k36_ MIN _ ; 3 CAR GARAGE 8'-0" CLG I , I , I , I � HOSE MS12 BIBB S2 1 0 H I � I � 16 X 7 OVERHEAD DOOR ro N •,�, wM HAN UTILITY @ 36 T1� rr -;TI Q 8'-0" CLG I I ry 3 N L� m 0 x D r a i N W T IW 1- M o9 it - L u S-1 op N ----------------- ----- I I I , i , I MS12 S-2 , 8 X 7 OVERHEAD DOOR 16" PRECAST AB VE - - - - - - - - 4 LANAI ID 8'-0" CLG bo 2'-4" 3'-10" 10'-0" OP © H4 N (2) 3050 SH BW3 FAMILY ROOM 10'-0" CLG 10" SON DINING ROOM , E OX 10'-0" CLG 10) " AFF �O iv 3" X 10" o ;-I CORNER :W ti PROJECTIONS a @ AI-L LOC'S it RYE VENT SHOWN HRU ?OOF AX L T 35' VERIFY WINDOW TYPE WITH ELEVATION 00 PLANT - SHELF @8'0" 7'-0" DROH BOX TO 9'-0 FOYER ' , 10'" CLG-0 0 I� 11 r Ij I I WF39 H4 , 20 ' S-3 C N 1 KNIT �E EENDWAR (2) - 12" SIDELITES TRANSOM ABV. DBL 26 SH�F OC III MET. THILD ©TRANS. ABV SEE ELEV. 4'-s" s'-2° illENTRY 10'0" T.O.M. ROOF TRS ABV III10' CEILING p ~ III BM3 ,II III q NOTE: ED 12"xl2" COLS SIT ell 2" IN BOTH SIDES 0 SEE DET. MS03 ON SHEET 8-1. ATTACHED TO CMU W/ (1) JACK ST JD W/ 12) ROWS 12d NAILS STAGGER D @ 8" O.C. Ed ALT. BASE CONNECTION TO HTT4 (1) SIMPSON DSP EA. SIDE @ ENT ONLY �? T-0" 8' 0" O 1)1�BLBL 25 SH Ila II I I I I I I I I i I I I / 1 I I 1 1 -§/ 1 r it § 1 01341 •/ / \• 1 2 1 1110 SO I PIP I /� 2J1112" ✓� • .� 1 1 I r� / PO S 1 • I 1 g / Y c. \IM1i, L ■ 1p '� ';« I�/� ■ ■ m m • • • L L • • • ■ • • 1 ■ ■ © a T 1 ■ 0 1 r 1 ■ ■ 1 1 111I 1 ■ I W�S7 ■ ■ i *� 0 DBL 25 SH JF14 O S3 10'-4" -TOP OF 8' CEILING BEAM AT 36" H DECOR. HAND RAIL 1-- I TYP. @ ENTRY 4'-0„ 2" TYP. I I S-2 AFTSMAN ELEVATION NOTE: ALL FRONT ENTRY COLUMN :ATIONS USE THE FOLLOWING: DVIDE IS" SQUARE BRICK BASI 'LAPPING POST AS REQUIRED ? ELEVATION FOR BASE HEIGHT FLOOR PLAN SCALE: 1/4" = 1'-0" ELEVATIONS "C" & CRI` BIBB S-2 N O M N O oP V O i0 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 © +26.5 / -28.8 O +26.5 / 34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+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 c WALL LEGEND 0 y yr FRAMED WALL m BEARING FRAME WALL 46 ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING o ATTACHED PER NAILING SCHEDULE ACT AS 2 SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR € STUD SPACING AND GRADE. MASONRY WALL N X v 75 1.5 E O GENERAL NOTES T m Cq Ln 1. R302.6 (table 302.6) If water based ceiling texture c O material Is used, Provide 1h" gypsum board for 16" O.C. ' i>-S Framing or 5/8" gypsum board for 24" D C F r raming. Note 1/2" Sag -resistant gypsumboard may be used must L. a �. �t1R I Ilrrrrio •�,; .0 Of 5/8" ° a' N / gypsum. 5 8" J �t�N installed on garage ceiling beneath habitable room(s)............ � E 2. R302.5.2 Duct Penetration. Ducts in the garage and `v : •• ducts penetrating the walls or Ceilings separating the (� 0 dwelling from the garage shall be constructed of a min- yv m f'- min- imum No. 26 gage (0.48 mm) sheet steel, 1 inch imum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings a '• •*• �P .; Into the garage. N s✓ 5 4.• g �i� A•., F \ O• 3. R302.5,1 Door from garage into house must be a J��✓s R� F ES a��N minimum 1 3/8" solid wood door, solid or77�1g Ilt®v0 honeycomb steel door, or 20 Minute fire rated door. E g N 4. R302.7 Any accessible Space under a stairway shall ° g,� 8CIC31 W N00 be protected with'f�" gypsum board. c S. $'F In ro C0 j . `# ak ak 5. All doors and windows providing direct access from the m .E �.�U N M 12 � 0' home to the pool shall be equipped with an exit alarm _ is complying with UL 2017 that has a minimum Sound x 0 y M a N $w Pressure rating of 85 db a at 10 feet. The exit alarm shall ¢ § 'Q 8 -LL w w to produce a continuous audible warningwhen the door or e °a w window are opened. Unless a safety barrier Complyingwith tO JJ:'0 � e °�' � a ¢ vtc yx a z Z 0 _ d R4501.17.1.1 through R4501.17.1.15 is installed � g �'�ISmO 6. Bathroom exhaust fans must vent to the exterior of a_ m ¢the building, exhaust to attic space and soffits is not s E ,,Ea-5Jo a acceptable. Ventilation shall be permitted to exit through I 8 eIL D °o: 0 ythe soffit if solid soffit is installed 5'-0" on each side of Q § = 2A2 11111 the venting. a , s,mx; v WWkFDSENG.COM ❑ ❑ ❑ H 7. R302.6 The garage shall be separated from the 2 /�7, ` M N residence and it's attic by not less than 1/2-inch 10 W z N13 (12.7mm) gypsum board applied to the garage side. H S Garage beneath z M n ath rooms s w ag hall be separated from all ,D O habitable rooms above by not less than 5/8 inch Z a ¢ (15.9mm) type X gypsum board or equivalent. Where $ Q `o ¢ the separation is afloor-telling assembly, the 3 OL structure supporting the separation shall also - s protected by not less than 1/2 inch (12.7mm) E z ° gypsum board or equivalent o ^ - to g 8. R312.2.1 Window sills In dwelling units, where the 1 / 'W\ 1 u`uLu opening of an operable window is located more than '� p E 72 inches (1829 mm) above the finished grade or m U - °w - U 9n N surfs E ce below, the lowest e t part of the clear opening w o of the the window shall be a minimum of 24 inches r 0 = In ((�' (610 mm) above the finished floor of the room in o t/1 which the window is located. Glazing between the c `•m - floor and 24 inches (61.0 mm) shall be fixed or have m w 0` No E Openings through which a 4-inch-diameter 1102 mm) c „ sphere cannot ass. N I: 9. R308.4.2 All windows within 2'-0" of doors and in ? c T o o shower or tub areas will be saftey tempered ass. - ® 4 m o W a m 1 Pe � vi I cc• 10. EC: R402.2.4 Access doors from conditioned spaces to &D;A MS HOMES unconditioned spaces (e.g., attics and crawl spaces) -° shall be weatherstripped and insulated to a level u; equivalent to the insulation on the surrounding ° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 surfaces. 3000 GULFBREEZE PARKWAY 11. Laundry Note: (Unless noted otherwise) Provide dryer 0 GULFBREEZE FLORIDA 32563 vent thru roof max. Igt. 35'-0", washer & dryer units 0 + (washer unit to be always on left side when facing a units) hanson box Cot 36" aff DIVISION LOCATION: PORT ST. LUCIE 12. Porch Ceilings: (See plan for the following options) Option 1. Gypsum: v . Job Information: W' exterior gypsum soffit board shall be attached to all v framing members with 2x blocking provided at perimeter. The gypsum board shall be attached w/ Type "W" 11/4" m drywall screws at 8" O.C. in filed and edges. a) Option 2. Plaster Base: ¢ 0 7/16" OSB on underside of roof trusses shall be o attached to all framing members with 2x blocking N 4(D provided at perimeter. The OSB shall be attached w/ 8d 03 -O nails at 6" O.C. field and 4" O.C. at edges or 7d screw e 0 N shank 3" O.C. field and 4" edges. AREA CALCULATIONS tat FLOOR 2277 S.F. TOTAL LIVING (AC) 2277 S.F. GARAGE 617 S.F. COVERED ENTRY (BASE) 176 S.F. COVERED PATIO/LANAI 186 S.F. TOTAL AREA UNDER ROOF 3256 S.F. Z m"4 WO O) C O I) N M N N 3(D U z m0)a Q JW^ Unn o M W `/ `^ v J 00 LL VI Model Name / Number: 2265 Plan Issue Date: Wednesday, February 05, 2020 TT KA PROJECT NUMBER: 19-4239 Sheet: ^ Of: FLOOR PLAN 59'-81, GENERAL FOUNDATION NOTES LAY. C/o SHWR. TU15 W.G. TO SAN. SEWER 2" VTR LAV. 11 „211 VTR SINK D.W. 4" Ju 2" VTR L.T. I WASH. I LAY. v W.G. ^�I'' tUB PLUMBING RISER NTS 00 M w 1'-0. n 1'-0" 11 ■ ■ ■ ■ ■■ ■■ ■ ■ ■ I =_______ -___________ ________________ N ___q _____, t�____, _____________________ _______ ____ _____________ __________________ i'o TUB/SHWR F2.5 ' i FM01 CHOSE BIBB ' FM01 fM03 ; ° 3.1 1 1 1 I I fY1 _ ro 3:: W/C i � ) ■ N i. �Ii o'Oa ' a� W/PATIOSLAB I EDGE ' ^♦ 00 ' ■ I , ,\ ,\♦ N 0 LAV 4" STEP DN LAV ' i0 1' FM01 3.1 O` 3.1 , Q� 1 1 1 � I _ 1 a ' Q `-' 1 , / \l SINK C.J. ■ io Q io 7'_7" ' 21'-1" O'.7• ' -i - I I LAV LAV ■ O�9 ' C.J. 1 , Ii M , ■ 1 1/ 1 1 _ W/''� ,1' TUB `,�, ' ZO LAV rr r — ni \�7 `_' 1 \'\ 49 1 ' Iq !0 1 PROVIDE CHASE „ 11 , I II I III , , I �� �`_ 1 ' FOR HVAC UNIT o`'a'�i _ I A/C '�� I �`s= �JI �� I x$WALC= ----- F3.0 I, II 00 1 1 la � TUB/SHWR o: ,3 3 I� I 1 �-" � FM01 I 14.-0" 1 ■ d. 'W J L — —' -+3' F3.1 3.1 1 O �ro� t0 3.1 ; '•V k ' � A a ■ ■ `-- - - - - -- ----- -- - --- - - - 1 I L + 1 ■ I ■ I ■ ■ ■ ■ ■ 4" STEP DIN �----• FM11 I 4" STEP ON 3.1 4 M01 1 OL i 2„ 7' 0. 2„ 1,$" W.O. in i0 N d m C.J. ■ ■ ■ ■ ■ ■ R FM02 ■ ,C.J. C.J. v 1 3.1 I I I:o i■t _-_-_-_-_-_--- C.J. SEE NOTE 6 _-_------_------------1-______-__---- _ N ° ' I LO O ° N 3.1 F3.0I F3.0 Iv I (D 1 J.0 7,-0. r ■ ; z p ■ 1 W W 2 w 1 A.�. N w I 1 1 I 1 FM09 FMO9 HOSE i I 3.1 BIBB � ' I ----------------- --------' 2" VTR W.C. TUB LAV. G/O LAV. 311 II '-4" C u FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1 PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, 2 4" 25DO PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LES OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NERA14 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 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 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 CAPACDY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. lbs F1.0 1 1'0" X CONT. 1'-0° 2 #5 E.W. BOT, 2000 F2.0 2' 0" X 2' 0" 1' p" 3 #5 E.W. BOT. 7200 F2.5 2',6" X 2'.6° 1'-0" 3 #5 E.W. BOT. 11000 F3.0 9'10'X 3'10' 1'-0" 4#5 EW. BOT, 15600 F3.5 4'S° X 3'-6" 1'0" 4#5 E.W. SOT, 21500 F4.0 4'-0" X 4' 0" 1'-0" 5 495 E.W. BOT. 28DOO F4.5 411e" X 4' 6" 1'4" 5 #5 E.W. BUT. 34500 F5.0 5'-0' X 5',0' 1'4" 6 #5 E.W. SOT. 42500 F6.0 6'-0" X 6'-0" 1'A" 7 #5 E.W. BOT. 61500 LEGEND 0 INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES CONCRETE FOOTING z Z Z S W 1J � - a a � O W e O Q M F� EO w 0 itp U U. W pu-MN Q y N U 0 0 Q p ♦ I Affiliations: BD.!. �` D ♦ Consultants: n ry m WS`ti° �j N Raz IL LL m z 00Mg�gG82�Vj l�icros O a 66nc� Q �jr, rr Y! Lq CN LL RA Pig Q L g.Jill •:L of'PA�� D i111 yyy®y`A�• 1 ♦ I Builder: a� 3La N W_ U CLLU J W LL N 2 F W p J a O M n o ♦ I Job Information: 0 O m , 03 CD O = 7 O V O O m z 0_0) c-I W -j N m > ,ItN M 42 N i moo rnI- OJw�NI- ♦ I Revisions: 1 YV 2 3 I ♦ I Model Name / Number. I 2265 ♦ I Plan Issue Date: Thursday, June 20, 2019 IVI KA PROJECT NUMBER: 1 19-4239 1 I Sheet: ^ Of. I FOUNDATION PLAN 0) SEE PLAN I. TOILET FIXTURE DETAILS NO SCALE DETAIL: HC LAVATORY KINGPE CTURE SEE PLAN I ARII RAINU c_Z G M PLAN: HC LAVATORY CLEARANCE (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE SEE PLAN v ;0 1 l o� r, N 16" (2) #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL CURB FOR F.F. VARIES MASONRY @ ELEV. 0'-0" - - — W/ (1) - #$ BAR CONT. a. ,•_ , , REINF. N I 2 STORY: 20" X 20" SEE PLAN . W/ (3) - #5 CONT- BEARING 16 (2) # 5 REBAR FM01 SINGLE STORY FTG 1/2" = V-O" FM02 SECTION @ GARAGE 1/2" = 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. REINF. SEE PLAN F FLj SEE PLAN F.F. *. 00 8 (1) #5 REBAR (3) # 5 REBAR FM03 I THICKENED EDGE 1/z°=1'-0" FM08 2-STORY FTG. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG, WALL IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FIR. L. I 4" 16" 4" ALIGN DRIVE W/ BOTTOM OF (2) #5 REBAR RECESS & PITCH DRIVE cw - ' 2 STORY: 20" X 20" 4" CONC, DRIVE W/ 1/2" EXP W/ 131 - #5 CONT. 2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W/ (3) - #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2"=1'-o" FM10 INTERIOR BRG WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE R TOWEL INFORMATION) I ENSER , 2x BRG. WALL EE PLAN ,._, _ SEE PLAN . � : I 1 i ( 4" 16" 4" 245 REBAR 1/2" = 1'-0" I 1/2" = 1.-0„ 1 FM11 I STEP DOWN BRG. 1/2"=1'-0" FM12 STEP DOWN NON BRG. 1/2"=1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" w SEE PLAN ELEV. 0'-0" WITH 8" CURB o (i TYP. SEC. (1) #5 BAR CONT. (G.C. VERIFY) aD - ` Z F.F. REINF. g � P ■' _ _ _ _ _ . (SEE PLAN) a - 2 #5 CONT. INSTALL LINING ci 2 #5 BENT BARS W/ MATERIALS PER * * y co- MIN. 25" LAP SPLICE FBGR P2709.2 ' MUDDED FLR. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 SECTION @ RECESS SHOWER 1 1/2"=1'-0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY ro #5 X 25" X 25" CORNER BAR ONE N FOR EA. HORIZ. REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL 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 W-W-2'-O" 8" 10.. 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'-4" SO" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 16" 48" 48" 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 (C.C.) A. A W.W.M. TO BE TIED TO #5 CONT. REBAR �• (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" < < (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B y n FIN GRADE 8" MIN TO TOP OF STRIP FTG. COMPACTED CLEAN FILL ° IN MAX 12" LIFTS STRIP FTG. W/ QTY OF 3"MIN. COVER REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE 1/2" = 1' NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND VERT. F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO SEE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #9 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION ° 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" n •16' h s O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" C. TALL (TYPICAL ALL CORNERS) 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. *SEE NOTE 5 7• ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. b B. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS �"t"14 a `urltr� �O(AN p p :~•J�0 �O a•r s � EE bf N r�, F 'O co Q8o8o��Sk J# ''�90iA Um N�O, LL I-,LL O mmo z"m z w °S 4' to QdEMg LLl u5l 4i l IN 6 3zo m o ° g @ ° ///��'OWN`M1`V.FDSENG.COM ❑ El❑ W M Z N z M O Z N Q a c J � — Y z a O T(z� O g n m w O A w o c in to & � w O N o Soo I oo U U�o� c w o0 as Q mom I am �Tr%AMQ Ljd% MC'G• FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IV I Job Information: N c 0 Y �c cc tYT N Z 0m ci w m Z c o m N 0 m / � CN M N m 3 d z H i U m 0) a 0JLu CL0*4 o J M U) U) GO Model Name / Number: 2265 Plan Issue Date: Wednesday, February 05, 2020 KA PROJECT NUMBER: 19-4239 Sheet: A w Of: FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,277 x 3 = 6,831 APPLIANCE QIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASH ER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APR. CIR. = 35,381 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,381 HVAC CIRCUITS A/C ( AIR HANDLER & COMIP-) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 40% OF "A" = (.40 x 25,381) = 10,152 + 100% OF "B" = (20,000) - 20,000 TOTAL WATTAGE = 40,152 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — qp_�-- j.. C C_DV=� n O FAN PAI OPT \ FAN AO OPT H W/ LIGHT W/ LIGHT v C_D'_� GFI\ W/ LIGHT N `L \ GFI \ / ] /W/+UGH dt -------— , I `I I / GFl Div 3 GFI I '.69, I DISP` I I .I 220 FOR HOOD (b-�}- C=D"_� O _— ----- GFI , 1 1 Gkl FOR D/W ATTIC ELECTRIC FAN GFI GFI IF REQ'D BY CODE W/ LIGHT V ' N " ]GFIOPT r TOR WHEN EVER w _ , POSSIBLE CHIMES FAN , 0 BE LOCATED N PLANT SHELVES = I 11 W/ LIGHY VERIFY LOCATION IN U FIELD 1 m CM II \ II I, = pK, - - ----- --- FAN K i e. \� ------------ W/ LIGHT , OPT VERIFY COMP. GFI LOCATION W/ GFI BUILDER II GFI O , L _ d (I FAN \ — — — — — — — — — — — — — - .. 220 W.H. 1 2�10 ' �D , W/ LIGHT \ I ; L — ` IJ \ PB IP ' / \ GFI @ 42% \ \ I WP III GFI IIIdt\ NOTE: LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE --- -- - w DOOR IS PROVIDED A DISCONNECT SHALL ATTIC ELECTRIC: o BE ADDED AT METER LOCATION. IF REQ'D BY CODi GFI w 042" II Ili �_ w� a T `•� �'/ '/. ' Ili GFI GFl / COACH LTS. _ _ _ _ _ DOOR OPENFOR GARAGE % FOR ELEV. FOR GARAGE ER "C" ONLY _________________ DOOR OPENER______________-_-___ , � , ' � i � / PLACE COLUMN ' � COACH LIGHTS ON / / WALL BEHIND WHEN GFI CRAFTSMAN ELEV 42" HOSE / BIBB NOTE: / KEEP COACH LITES OUT / OF BANDING, QUOINS, AND ROUND COLUMNS WHEN - POSSIBLE, REFER TO ELEVATION COACH LIGHT FOR TRIM. COACH LIGHT — - — - _ COACH LIGHT _ELECTRICAL PLAN SCALE: 1/4" = 1'-0" L71.7FA ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER Gth EDITION FBC-R E3902.15 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10, IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE, THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' 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 Sth EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N,E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /�\ FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT y 'u DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT Q 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET DISP o DISPOSAL TV T,V, CABLE OUTLET LD DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER L.E.D. DISC LIGHT 171 JUNCTION BOX ® WATER PROOF O RECESSED LIGHTING THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR iiB,CR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMNI. IN 2" CONDUIT METER MAIN ISCONNECT ' M&TYR` A/C DISCONNECT UNDERGROUND 200 AMP SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYR ELECTRICAL #12 COPPERTO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) 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. Z Z S rr� a �U N O O l J O O 6MF E U W rn _II w $ 0M 2LL M 0 O y 0 _ Qw o a)of°¢ Q d ♦ Affliatlons: A p BD ♦ Consultants: N m Ode bi g B g Q' N O1 2 LL LL $$$g U m^+No "8fi m Qu9mti 0) eH ri,a Q%'aNs a a ON rn5 €'a'1w,1�OC �N o3oz 0 c_ WE9 W LU NCOIZ ym W �gEo�F m m 'BSA ry C.'S Na`n ri d� -Li U - IO 'O 50Y LU off' �� ❑ ❑ � IV Builder: Q � 3U) N w o�c "' U IL J W (i jny N.3 z F LLI 7 LU c ci CC E J O ♦ I Job Information: Q) C O 3 a O =� 7 p 0 p O m z 0 _ 0) W J N DO N m N L +v c6 ai U Z = m 3 y 0 w^ N e J /_y�I W VJ '�^ VJ DO LL. ♦ I Revisions: 1 YV 2 3 ♦ FModel Name / Number. 2265 ♦ I Plan Issue Date: Thursday, June 20, 2019 ♦ KA PROJECT NUMBER: 19-4239 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / $ * 1" = net sq Inches of venting needed equally for Intake and exhaust 48" OFF RQGE VE VI 1z Ci ._.-_ ❑ It6 ❑ w� ur rwE vFrvr (D w Z M Z o u TOP OF BLOCK TOP Of BLOC ' /`^ Z W'D HEAD HGT 'DOW HEA HGT c U {n1 — W v ��a� w 28 SH `0 W0 w ES' _ - LITE TEXTURED Ri N L" m m E _ 25 SH CEMENTITIOUS COATING j m O Q_ U FIN. FLR. O - - - RIGHT ELEVATION "CR C '• N SCALE3/16'=1'0" y Q y d Y 12 ♦ Affiliations � � aG-aFwoccvcvr ❑6 A n ''�,,. ® B D. \V �J '/j•/ / E ♦ Consultants: p„y m p 4e'GF-niOGCVW c$ b � � .Ny ® a LU € .I 111 !' 6 =€s mda Z5.�N rn m § O'��mF.-� eH Q�eNNN'�vaR 0 Q in lug N OP OF BLOCK TOP OF BLOC_ ; Q C LL O w W mga gQOQm.�i?�aa N V'DO HEAD HGT W'DOW H HGT g Z g LL Z kk a Lu - _ w��1pR r 7 EE r vcv K-.G 00 a 16 LITE TEXTURED io T H'10 CEMENTITIOUS COATING _ E Cl C 2•; r.) FIN. FLR. FlN. FLR. g 49' OFF RIDGE VENT N � 4S" OFF RIDGE VENT 25 SH 25 SH — O Tv4 `�j,,v�� 12 LEFT ELEVATION "CR" '! 6 SCALE: 3/16"-f-O" d Y `o 2 0 n y fi 16 ♦ Builder: TOP OF BLOC N Ld N FF1s = CS ¢ U z ao � N ki N LU N a' ° Z N O io El E Rr � G y W Ly z 4 0 � W o 0 a W W J U fY 2868 Z g O � c o O J � REAR ELEVATION CO a SCALE: 1/4" =1'-0" ¢ ♦ Job Information: a�i N FIBERGLASS SHINGLES 12 y M co 12" x 22" — -- -- ," F� if s�t18 ,y as :':tl 2,� DECO LOUVER - - - _ -- _ -- �J { � =ai„F �r�_ p C � (TYP 2) — - - -- - -- - -- - — 4 :1,,� O O U cH q - - - - - - - - - - ❑ E ro V O ® I� !A �„• - -_ - — - TE TEXTURED DECORATIVE O � w _ (q CEMENTITIOUS COATING v ■ r . O � - -- -- - _I) - - - - - - - - - - - -------- BRG@ENTRY > d' CV (D BRG.�DININGRM. , - _ _ - --_-_ _ - -C VINYL SHAKES - -: 8'-8" W'DOW HEAD HGT_ _ d7 d �_ z 0Jwm BRG. ®GARAGE T 1 '- .. CV � -- ,�•-�--�-�-__-�, T.O.M. M r/1 �/� 00 W'DOW HEAD HGT ® ® I ♦ Revisions: ❑❑❑❑❑❑ ❑a ®® 4 o Iry 00 ❑❑❑a❑oo❑ ❑❑❑❑ N3 o � 2 4 ❑ ❑ El ED El El❑ ❑ ®®� ♦ Model Name /Number: F.F.N _ -ME] - - 2265 FINISH FLOOR ♦ Plan Issue Date: 0 M] El El ❑ - a - Thursday, June 20, 2019 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR DBL 26 SH 3068 DOOR WITH (2)- 72" HIGH COL DBL 25 SH 48" H COL ON ♦ KA PROJECT NUMBER: 16" TRANSOM 12" SIDELITES & ON 28" HIGH 28" HIGH BASE � FIXED GLASS ABVOM BASE (2) 19-4239 T 0 Sheet: Of: FRONT ELEVATION "CR" SCALE: 1/4" =1'-O" ELEVATION - CR c4 Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 fi S.F. of Area to be vented (SF) 3256 s.f. Total needed for exhaust for upper l/3 781 net sq inches Total needed for intake (soffit area, lower) 781 net sq inches Number of Off Ridge Vents for upper 1/3needed 6 L.F. of Ridge Vent needed (can be used in combo with ORV) 43 Lineal feet of Soffit needed to meet required 142 Lineal S.F. provided by Ian 231 TOP OF BLOCK 4 W'DO HEAD HGT FIN. FLR. ()BL 25 SH LITE TEXTURED 25 SH CEMENTITIOUS COATING W'DOW H [FIN. FLR. D HGT 4 DBL 3050 SH 2650 SH 3450 SH "X" BRACE SEE G.C. TO PROVIDE DETAIL TBO1 BLOCKING TO COMPLY W/ APA RECOMENDATIONS _ FOR SPAN RATING OF 7/16" OSB. SEE DETAIL TBO3/S-4 Q a 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 16/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP kECTIONS EQ 4 CONTINUOUS BOTTOM CHORD a BRACING 2 X 4 MIN. SEE DETAIL TB04- 4 ;t o a J � Q Q V O � � 4 EQ. 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 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 1/8.=1'-0" 4 Ff. 2 I I I 4 Ff. I � 1 1 OI O I O I 2 I I ___________________________ 1-------- `___________ _ Ix x O O 5 FT,. 4 F. O I 5 Fr. 4 Ff. O ------- ------ -- I , I I O I I 4 FT. 0 --------------- 4 0 -- 4 Ff. O O 0 ROOF NAILING ZONE DIAGRAM O NAIL AT BASE 2ROWS @4"O.0 ,W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ Bd COMMON NAIL ZONE 1'. 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL O PLYWOOD SPLICES@HEADER- NAILSHEATMING TO HEADER SHANK NAILS) NOTE. W/ 8d COMMON NAILS @ 4" O.C. G� (2) Bd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD MEMBER IF GABLE END (TILE) OR W16" OSB MIN. (SHINGLES) SPAN RATED 24/16 NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLYOR 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". ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/W SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4' O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15132" OSB (2)- 2x TOP PLATE 15/32" OSS EXPOSUREI EXPOSURE 1 BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR -SHEATHING VERTICAL - - - - - - - - - - - - - - - - - - 71- 1I - -.1­ - n - II I II II SOLID 2x O III III III II II II I III II II II III II II II I III II C II BLOCKING @ ALL = L4 SHEATHING US s EDGES (SEE in y SECTION X-X) c 9 III III III OPENING III II -1r- - - III I II II I I I III III III HI - III II II I II II II II II II II II I 2xSTUDS w In w BEYOND. _ GOSEE PLAN o � y Z I II I II I I II III I I I II I III II II II I I HORIZONTAL WAI I FI FVATION DIAGRAM "S" = NAIL SPACING w O z wLL= G- 0 o_ m J W L~Ox �:OTn O m on -5:3 v)wM0~ INLLI IC LLTLL 2x4 P.T. BASE PLATE BEYOND SEE PLAN SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TOW/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL /4" S /2" W/ (4) 8d NAILS 112" 3 /2" ALTERNATING STAGGERED 3"O.C. SINGLE NAIL EDGE SPACING DOUBLE NAIi_ EDGE SPACING BLOCKING SECTION X.X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES - 226S ELEV CR 3CF TRUSS ACTUAL CONNECTOR UPLIFT TRUSS ID BEARING POINT CONNECTOR ID FASTENERS NOTES UPLIFT DESIGN RATING C1, C3, C5, E7, E7G, E7S,. E7V, E7V1 - E7V3, L / R - 581 #or less HFTA16 / MECH 1830# (9) 10d x 1-1/2" E22, G1, R2, R7 (9) 10d x 1-1/2" MG L/ R - 1098 # or less HETA16 / HTS20 1810#/ 1450# - (24) 10d x 1-1/2" (9) SOd x 1-1/2" A01,AO2,B9C,B11C,B13C,B21 L/M/R -1104#or less HETA16/H10A/HETA16 1810#/1340#/1810# (18)10d x1-1/2" - (9) 10d X 1-1/2" (12) 16d 67C 1/M/R -2120.#or less (2)HETA16 / (2)HTS20 / (2)HETA16 2500#/ 29004 /2500# (48)10d x 1-1/2" (12) l6d d x 1-1/2" D9, D11, D13, D15, D17, D19 L/ R 795 4 or less HETA36 /H10A: 1810#/ 1340# 18 1 (9) 10d x 1-1/2" G7, G9, G11, G13, G15, G17, G19 L/ R 1307 #or less HETA16 / HETA16 1830#/1810# (9) 10d x 1-1/2" A04,D21 L/M/R -807#or less HETA16/H1OA/H10A 1810#/ 1340#/ 1340# (18)10d x1-1/2" (18) 10d x 1-1/2" 1-1/" B15,B17,B19 L/M/R -864#or less HETA16/H10A/MECH. 1810#/1340# 1810dx (18) 10d x 1-1/2" M,NIX L/M/R -660#or less H10A/H10A/HIOA 1340#/1340#/1340# (18)10dx 1-1/2" (18)10d x 1-1/2" (12)x1- D7- L/R -1904#or less' (2)HErAl6/.(2)HTS20 2500#/2900# (18) 10d x 1-1/2" MOl, MXl L/ R -387 #or less H10A:/ H10A 1340#/ 1340# GX COAT. BRG. - 154 #Or less SEE GE01 DETAIL PB, PB1 CONT. ERG. .91 # or less CONNECTOR PER TRUSS MFR 1/2 WA. B13C, D7 SUPPORT COLUMN M&R -1904#or less DTT2Z 2145# (8) 1/4" x 1-1/2" SDS SCREWS I/2 WA. B7C SUPPORT COLUMN M -2120 #ar less DTRZ 2145# (8) 1./4' x 1-1/P' SDS SCREWS TRUSS MANUFACTURER: BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS, 6/10/2019 L=LEFT, R = RIGHT & M = MIDDLE BEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS =0R TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON-CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE COMECTOH B FASTENERS HETA16 mlOullOd x11&'OR SPF SYP CONNECTORSFASTENERS SPF SYP OFRAMETO 1TAl6WIIi011Wxl 12'W MASONRY 1ETA20w1611Wx112" 1775 1010 H-A20w/It0)10dxl 112' less, 1615 BO rRAME FRA4E0 Id Sq wl (1O)Bd NAILS 535 we R17Axd(10)UNAILS, 565 670 O FRAME TO HIM.Ol1L)IOdxill2' 1015 13A0 RTISAWd'AIOdxl 1,7' lieu 1390 TRMIE H10A 2WNIBHOd x 110 AT 2 PLVTRUw E6 1070 1245 RT162 w1(lMlOd x 11/2'AT2 PLYTRUSI 875 1160 O FRAME TO MT812VdI4)10dx1112'(ATEXTERIOR VTW12 WI1in? '(AT EXTERIOR LOCATION INCLUDE(3)12d TOENAILS) NO We LOCATKININCLUDE(3)12d TOMAILB) 1005 lles fFRAME FRMETO MOT wAuXrI0d NAILB AM 6B' AT.R. wl12° MUOT16 AI NAILS AND EB- ATA.W MAsONNY EMBEDMENT w18MP80N"SET'EPDXY 3330 99% 11' EMBEDMENT WI SIMPSON "SET" EPDXY 33M 4/95 10 HTS201vVjN)l0cx 11/T(ATEXTERIOR HTW20./94)10dXl IOATEXTERIOR OFRAME FRAME LOOATIONINOLUDEFi2d TOEVAILS 1245 14B0 LOCATION INCLUDE(3)12d TOENAILS 128E 1530 FRAMF TO I (2)HTSMWA4B)lud N 1'GI (AT EXTERIOR M IATWONOWNMID]x11lC(ATEXTERbR FRAME LOCALONINCLUIRIPul2d T0E4AILS 2490 2900 LOCATION INCLUDE (6)120 I OENAIL9(EA) 25M W60 FRAMETO HGi2vY (TB)tOd NNL6 AN0121 SB' A.T.R. HUGT2wp5)IMNAILSAND(215g"A.TR. O MASONRY wIiT FTIB�MENT'wIgNPSON'wTT 6486 10930 w] 12' EMSEDMEN f. SIMPSON-SET' TOM 090 POW HI FOR 3-PLY) EPDXY (INUGT3 FOR 3-PLY) FRAME TO FGTR WI(18) 1 N' x&' SDS WOOD SCREWS NFUS w/(12) MASS WOOD SCREWS AM MASONRY AND I211d' x S MIN HD ANCIION BOLTS Seen 5000 141314"x 0° WE06E-80.T 36M moo 2 FPAMETO 121 LGT2 vtl(32) 1Gl SNKERS&(14) 3T20-M 4300 M 12) LUOT2 wl(32) IN SINKERS &(10) 31004N 310ON MASONRY PRIME F21MIE1/4'TTEN IFORFRA2 PLY D66) OR(28)iBtl9INKERg FOR FRAME IEA) UD]Of 410OF M''x)led SINKERS E SOLT FRAMELY SSI IXi(32)1Bd 81NKERg FOR FRAME (EA) 3B00.F 4620F 0 FPAMETU (2) LOTS wl(24) 1N'x3'SDESCREWB &(B) 318x 5'TITFN 4730.M tl6]0.M (2) LUGT3w1124)1I4'x21/ VIS 5 0 B4B04& A60.M MASONRY; FRAME (2 vLviWSS) OR152)IWSINKER3 FCRFMME IEA) 5310-F 7376E SCRFwS B(4) Wx 5' WB(2 PLY TRUSS) Up MS) led SINKERS FOR FRAME (EA) 1.F 7716E O BEAMTO GAM HUM 9 OFT HUC410 w1(18116d&(10)IN NAlls G46N III 104106Fr N04101F W(lSI IN& 110) IN UAu (W2540 .-." ©BEAM To MA60NRYi nllx" LT' I MUU4b WI(5) Too NAILS& 1211N'x 23W TITEN(TO MAR.) Gg1540 0430M HD46 OPTHWewI(M'D.INNLSB GFI880 GM3001 FRAME OR (12) led &(4) IN (FOR FRAME) U49fie SYFF Vp1135 GYP-M (1211/d"x231a"TAPCONB (TO MA6.) OR H 2) led &(6) led (FOR FRAME) UM146 SYP-' U SYP.N M FRAME TO (2)HETAI6OPT(2)HETA20 IPLYwI Mon 2D36 121 .(IO)lO (2) la'O 1PLYw1110)I0dx 11?'OR 1985 itllb MASONRY Y 12)11TY'OR 2.PLV w1Ii2116tl 2500 2500 2-PLYAI (12) t6tl 3170 5230 HTSM16 W ItlpW MLSAND(4) Wa 1W 1010 11I6 I -I w1(B)1Ud NAILS AND (G1l4'%l SIT 11M 12M rAP00NS WLDGEBOLT OFRAMII MASONRY DR HTSMM OR vu(1111 Be NAILS AND (4) I N'a 114' lulu 1D5 WMJ TMN W(1011N NAILS A(4) 1H'51 W ' TAPCONS V4MGE BOLT 1146 1225 O FRAMETO NIOSWMI&.1 lor."LIS AND (2) We'll- 915 1nOb LUOTT v M)94 xl In"WLSAND(21 MASONRY 4TAN HD 3'88)1 WEDGE BOLT 896 100.4 FRAMETo DTT22AND(V4'xt wOW DTtld2 5wOW © MASONRY A.T.R. SCREWSANO PSEr T895 2145 ANDI')Ix1 A.T.RL wI SCREWSPSON - T035 91LP30N ISEENCITPDXIEDwI SET - (SEEN NOTE N4) SIMP4.1 l211TBEENOTENI) HTTS w/RE Bdx2V2'NALSAM3 (I)9B'B IIIr45w1(26P N (2) 1 So 4(IW NAILS AM RO MASONRY AT.ft N'SET" 4375 5080 EPDXIED SON "SET" W PSON" ET 518"B A.T(S EPOTE#4 - E005 SBE NODWIIMLO ryIOl NOTE INBELOW) (BEE NOTE BELOW) BELOW) HTr4 hN'OAw1(18)I 1 t%1SMPSghD (I) ®MASONRY, MASONRY TIL(EPDX21d'NAILSANR(1)SIB'B AT.R EEENC wISIMP50N"SET" 3N0 4235 X1F i'8'BA.TA.EPOIOEASELP50N'SET" - 4180 (SEE NOT& pq EELON4 (BEE NOTE 1N BELOW) 0 TO FRAME H106w/(24;I0dx11/2"NAILS 870 loin LUGTI w1(23) N xl IM' MILS See INS OFMAETO IIMBKI w/(4)IM-,i Id"SUB WOW RI IBM wl(9)IN x- IR'NAILS& MASONRY SCREWS & (5)1'PIQ 11C TAPCONS BOB 806 (4)19' x 1314' TAPCONS 1396 13M VOFFIANIETO vGT Wl(16) IuxR'BUS WOOD SCREWS & r)6M"BA.7AEFOMEDW1sMP5UN"SET 3555 4940 MASONRY W/1TMN.EMBEDMENT VUVGTWoKo I14°xy°Bp9WGODSCREWB ©FRANETO MASONRY &(2) SIB'S A.TR, CrosIED WI SIMPSON 5175 7185 '9ET'M 12" MIN. EMSEDMENT O 'FRAME Val /fl6)IN"xT Sun WOOD SCREWS& HDII4SD52.5 w1(IO) I" 1d"SOS WOOD 3286 4565 MUGTBw/(22110tl NALSAHTTd8Wil8) FRAME SCREWS& (T) 6l8'B A.T.R. 1 W NALSB (1) 5B'B ATR 4160 0 FRN.ETO (2)IIITS VN (621 'x2112"NAL9& 43]3 (21 H145 W Ills) 16tl' la NAILS T1)518'B FRAME (tj SIB'S ATA,(SEE NOTE pA) fi080 8(ATR.(SEE NOTE M) 6006 nPNFweI nrMNFnrnR NnrFw. '. CGNIFCT AILIII .00R TRUSSES TO INTERIOR RFARING WOOD WALLSS BEAMSW(2)12d TOFNAII. S. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER U.N.O ON PLAN. 3. O.C. MAY USE EITHER SIMPSON OR OAP COMECT)DNS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. A. FOR SINGLE PLY TRUSSES, SCAB ON PULL HEIGHT SYP NI 2W' TO TRUSS VERTICAL WEB WI(2) ROW& OF I'd NALS a T O.C. STAGGERED. 5. MINIMUMATA EMOEOMBRO S I&IIAbMENT FOR 1l2-A.T.R.III EMMUMENI FOR W8-XLKIII EMBEDMENT FOR 7e A LN.(IF Al S I EF, DEPTF E FROM LOWER SLAG). OA MNIIALCONNECTORUNOONFRANNOPUN '. COFNECTNXJxO iR00F,R.00RTRUSBESTOMMONRYWALLSOLNTELS/ICFWAIISUNOONPIM 2 CONNECTION AT W On 37 O.C. PEMING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE MIA FB121D3 FOR MORE INFORMATION S CONNECTION ALL HIP LACK (CORNER JACK) TO MASONRY WALLSJICF WALL5LINTELS 4 CONNECTION FOR ALL CONTINUOUS 0, BOARD I G IOF OF MASONRY AT 32- O.0 MAX. .1 (2) AT EACH CORNER GC. TO VERIFY LOCA'gN GOES NOT CONFLICT WfTd OF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR ThU95ESTO INTERIOR BEARING MOD WALOSAMS W(2)12d TONAILS BO MNIMV.CONNECTORUNOONFRAMINGPiAN COINECTx1N FOR.ACK7RUBBTD W150D WALL IXR BEAM © MNIM4LC0N4ECTORUNOOYFRAMNGPUN ROOF FRAMING NOTES 1. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 1/2" CDX (4 PLY) PLYWOOD, SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" D.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 FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 METAL DRIP EDGE C.M.U. OR ICF WALL _ _ 0 - -_ "; •-2 x SUB -FASCIA SEE TYP. WALL •-ALUM FASCIA SECTION O 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 CONT 2 x 4 NAILED TO @ 12" O.C. BLOCKING W/ (2) 12d CONTINUOUS VINYLIW .AN,�pG1YIYi�lPMir G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES © SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" �I v Z m Z z C1J O_ U N ♦♦ nY,,�'I ®7 O 'tONpv m�Eo0� mOLLQp �ronaVnw Em3 eog UE aga d Affiliations: BD Consultants: NW y IN R $ no IN n U) CN a J4# Edgar QON012 LLLL $egg UM4,"No I) no i R "R f� Q Q j 20 B'd ui I N m M4r{ ZaFr Mh ZZ II a �T6 W. g� W �'s6,30 400 7 v, DO � i 6] •xA, i.TI, � J� J Q ,� Fx s. rO:cJ 0 a ❑❑ LL� hQ. �F - •aF cyF ,Oa IV Builder: a `2 3� N W _ �Q U aUA W O W p J O O O O Z M ti c Job Informatlon: d) C O i O (� 7 O � O 00 z U �_0) w _ m p d CV (0 . (n >r N v z rn a1-Ne0 QJLUZ)N it _5 M 'V^ v^ DO LL ♦ I Revisions: 1 YV 2 3 ♦ Model Name / Number: 2265 ♦ Plan Issue Date: Thursday, June 20, 2019 VI KA PROJECT NUMBER: 19-4239 Sheet: ^ Of: ROOF PLAN C-CR LINTEL SCHEDULE LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-514EARWALL SEGMENT BAR & 3DOO PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL FILL BLK. CELLS WITH 3000 P.S.I GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION COMIC, SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB M SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL -SEE LINTEL $MEET FOR S1ZE OF LINTEL) PRECAST LINTEL REG. OR RECESS TRANSOM OPENING "FRAME INRLL ' AROUND WINDOW • BY BUILDER SEE r WFOl FOR MORE INFO (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSCN HUS26 - HANGER 6 EA. END. USING (6) 3/16" DIP, 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 ' -OPENING- MS021 TYPICAL SHEAR WALL SECTION N.T.S. MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM N.T.S. SIMPSON SP25 TOP AND BOT. W/ 12 10d NAILS 2-2x4 SPF @ EACH STIR TOP PLATE -I W/11-10d TO PLATE x 4 SPF AT I2 811-10d TO COLUMN I6" O.C. TYP. TIE BEAM W/3000 P.S.I. COMIC. W/1 #5 REBAR CONT. • SIMPSON SPA W/(6)- 10tl % 11/2 USP LSTA30 • • SIMPSON A34 W/ (8)-8d %1 SPB OR BPS FOR 2x8 AND 2'X8 WALLS W/ 22/10d NAIL6 ' , NAILS @TOP &BOTTOM e L J • • OF HEALER OUBLE 'fit TOP PLATE SEE PLAN FOR HEADER 9z4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED REFERENCE DETAIL III W/IOd @ 8" O.C. DARD HOOKS SEE WF021F RADIUS III 5 FOR MORE IMF,@ / OPENING REQUIRED I I SIMPSON MSTAM36 I MAY BE USED W/ FILLED CELL W/s`v000 , CONIC. TRANSOM OPENDVG III &810-1Od NNAILSTLTENS #5 REBAR VERT, fo ARCHED OR FLAT I I BEARING WALL HEARWALL 2x45PFAT 2-2z45PF III 16° O.C. SILL PLATE III P.T. SILL PLATE HO IA'k8^ANCHOR BOLT @ 32" O.C. @BASE PLATE -FRAME WALL / _ I DOUBLE 2X4 W/ USP _ _ : _ , T}T/y _ _ MP34 @ TOP & BOTTOM M.U. P.T. W/ W"X3" II2X8 SIMPSON A34 W/ (8) TAPCONS @ 6" O.C.Bd % i L/2 NAILS 2 SYP/SPF P.T. W/ IN MASONRY OR 10d()/2" X W 'U" BOLTS OR NAILS @ W O.C. IN EXPANSION WOOD. PRECAST RECESS OPTIONAL FRAMING ANCHORS OR LINTEL (FILLED) M BE 2X4 SPF TAPCONS OR I UNLESS OTHERWISE (8) 2 7/8' HILTI TIXOMI NOTED. NAILS S[MPSON SPI W/ 8)-10d NAILS 0 BOT 2x BASE PLATE SEE AND USP SPT24 W/ PLAN FOR MORE INFO 12-10d NAILS @ SILL - I DOOR OPEMNG MS031FRAME (EXT/BRG/SHEAR) WALL TO I N TS. I I WFOS I LINTELS AT ENTRY DOOR w/TRANSOM ( N.T.S. AAACnhI0V nnMNIIL TAII ICC`TInIAI 20" MIN. LAP #6 REINFJ BAR 9 #3 OR 04 REINF(iWING BAR F #3 & #4 I AP SPIIN. L 25" MIN. LAP #5 REINFORCING BAR #Ft STD- q0° HOOK #5I AP SPI ICF SCALE:1'=1'-O" 3 " MId.18E #6 REINFORCING RAR * GRADE 40 U.N.O. #91 AP SPLICE MS05 1 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4, X 2%,, 1.2" O.C. 1 2 x 6 1/4" X 2s/a" 12" O.C. 2 2 x 8 1/4' X 2%" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBIUTY OF WINDOW MANUFACTURER. 'PRECAST m .LINTEL < (2) 2X P.T. BUCKS W/ 1/2" O.S.O. BETWEEN FASTEN PT 12X:NAILER TMASONR IF DOUBLE 2% NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 12x BUCK DETAIL I N.T.S. LINTEL NO. LENGTH -FT. SAFE GRAVITY LOAD(PLF) APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD (PLF1 COMPOSITE BEAM 17'-4" 950 PLF 138 PLF 404 PLF 93 PLF 86u 1 MINIMUM 4'-6" 6113 PLF 1471 PLF 2724 PLF 832 PLF 8F16 -1B/1T 7'-6" 2661 PLF 737 PLF 1634 PLF 286 PLF 8F16 -1B/1T ® 7'-6" 2661PLF 1719 PLF 1634 PLF 963 PLF 8F16 -1B/1T S 4'-6" 2931 PLF 200 PLF 2724 PLF 105 PLF 8F16 -1B/1T ® 12'-0" 1254 PLF 184 PLF 723 PLF 121 PLF 8F16 -1B/1T 0) 13'-4" 1075 PLF 164 PLF 606 PLF 120 PLF 8F16 -1B/1T ® 9'-4" 1843 PLF 307 PLF 1133 PLF 173 PLF 8F16 -1B/1T 16" MINIMUM NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE 4) PRODUCTS.) PRODUCTS.) (A) O O 0 HURRICANE ANCHORS (TYP.) S RMAR At TOP MIN. [V REO'D xn^CLEAR C.FI.J RP GROAT •b• W R®AR AT 5K7TOr Q o.OF LINTEL CAYTY 80`70� REINFORCW6 1{ 6'ACTLAI PROYOFD IN _WT NARIEeI e' n 14AL 110-14 TYPE DE61(3:NATf0N F •' LLep W'TN pfOJ0 / J • IIN ClY OF ER AR AT e'ToMw _n7Gavlrr SIIFi6-IB/IT NOMINAL UOZ J LOJant7Y CR.a KOTI 40Wr J REBAR AT TOP MATERIALS 1. Pc precast lintels - 35M psl. 2. fe prestressed lintels = 6000 psl. 3, fc grout = 3000 pal w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 pal. 5. Reber provided In protest lintel per ASTM A615 GREG. 6. Field labor per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S, GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled Ilntels as required, 3. Installation of I Intel must comply with the archttecWml and/or strUctural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 6. All lintels meet or exceed L/360 vertical deneation, except lintels 17'-4" and longer with a nominal height of 8" meet ar exceed L/18O G. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stlrups we welded to the bottom steel for mechanical anchorage. S. Cast -In -place concrete may he provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Lintel min. depths are called out on lintel plan. 8 contractor Installs a deeper Intel than Indicated an the plan, doing this Increases the strength of the lintel and Is approved without englneedng letter. if a smaller lintel Is Installed cameo FOR tor approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads far unfilled Ilmem must be reduced by 20%If bearing length Is less then 6-1/2". Safe loads for all recessed Ilntais Lased on 8" nominal bearing 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 Reld rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry some the precast lintel. 6. One #7 rebar may be substhuted for two #5 rebars In 8" lintels only. 7, The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at "way from the face of support. 8. Far composite lintel heights not shown, use safe load from next lower height. 9. All safe loads In units of pounds per linear foot. PRECAST "U" UNTEL w/ 3000PS1 CONC. AT OPENINGS SEE GENERAL CONCRETE UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #a BAR FOR ALL WINDOW OPENINGS 4'4" CONC. W/i #5 REBAR S. x 8" x 16" CMU U.N.O. 10" T SHALL BE RUSH TOP OF WALL -STD. 90 HOOK SEE FOUNDATION PLAN L. SEE FOUNDATION 'r PLAN FOR LOCATIONS a MS01 I BLOCK WALL REINFORCEMENT TYP. BOND BEAM S"x8"x16"K.O. LINTEL BLOCK DLL W/3000 P.S.I. CONC. W/1 95 DIA. REBAR INDICATES RULED CELL FROM FIG. TO BEAM WITH 1 #5 BAR MIN. TYP_ DOWEL 25" MIN. LAP (ACI 530) Z m o W z �(w\ OL T(^+-0JW)1 LID �p DD Eo \Y l/7 c R M F:o E 0 0 V V f6 U DO m w C — M 0 u_ ax O O Y MIN a 0 N Q Co c a a ♦ I Affiliations: A H �W BD ♦ Consultants: _ N � N gp nn �Op y� Lo W OE `ryry FLaj�"Q�ro IF #JJ B iim d NmZ LLJLL U .M-Z nth cnw H r Fxol N ��8d 'sQU.mN�6aa O Zan Z z m a g' L.LF L 0 ¢ I goE eat`i,•9U •�'x4f 06 oa 6T'O,SJ G I t s a`A`ay I ♦ I Builder: a� 3� N w �Q U a � J LU W m N Z V J v' W LU c Z O O > > M t'i in ♦ I Job Information: 1 C O a.A A N 3 a LL O O U =3 O m z g2_� Tr -I w J N (7 dam' fV M (O 2 z ®.JLUZ) lit •J co V) 0 oo LOL ♦ Revisions: 1 YV 2 3 ♦ Model Name / Number. 2265 ♦ Plan Issue Date: Thursday, June 20, 2019 VI KA PROJECT NUMBER: 19-4239 Sheet: S � Of: LINTEL PLAN 4� THE HEIGHT OF THE CHIMNEY SHOULD EXTEND 2' ABOVE THE 2x6 #2 SYP P.T. o w/ (2) r� xs EACH SIMPS NDON HETA 16 SEE FLOOR PLAN (\/��� 1J POINT WHERE THE CHIMNEY IS 10' FROM THE NEAREST WEDGE ANCHOR SPEC. " BUILDING SURFACE. CUSTOM GALV CAP o FOR BEAM SEE PLAN FOR BEAM SIMPSON LSTA24 W/ W Z g z WITH SPARK ARRESTOR OVERHEAD SECTIONAL (12) 10d NAILS ¢} VERIFY STYLE W/ BUILDER DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT Z METAL FIRE STOP W/WASHER. MIN. 6PER "'' `'t /� t/t 0 TRACK TO JAMB. °s a% • .•"• • • �•9' ' ��'+•• SEE DETAIL WF02 n 1N �••" ON SHEET S-3 DOUBLE 2x PIPE STABILIZER ti o FOR ARCH FRAMING U — TOP PLATE WHEN REQUIREDEeg (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "ill " w BOLTS WASHERS SET IN 4 W/ s O ° FILLED CELL W/ #5 TYP. FILLED CELL (8) 8d NAILS 17 \ / m o g °u VERTICAL MIN. 5 PER JAMB. c ;; fCi U rns w 2X4 #2 SPF STUDS @ 16" O.C. w/ SIMPSON `� n c '•'� o LL SP3 @ TOP AND SIMPSON SP2 @ BOTTOM 2 X 8 CRICKET W/ EXTERIOR SHEATHING ATTACHED ei SECTIONAL 11 II . I� LAN SEE PNFO. ~_ �• QY NY a o PER NAILING SCHEDULE SEE ® OVERHEAD (3) SPF #2 FOR U ° 81 STUDS W/ ELEVATION FOR FlNISH DOOR CONT. r 16d NAILS a 1 n Q ® c m v P.T. #2 - -...; WOOD SYP 2" X 6" •,• 8" D.C. SIMPSON LSTA24 ° d ♦ Affiliations;, c + v / TRIM A Cl.}_sr/y ® ,; , •, ••'•• • •' ' ' W/ (18) 10d NAILS PROVIDE 2x BLOCKING ': '�• ••• • B D, ✓ @ PERP WALL IF NOT ALIGNED W/ TRUSSES v:', 2"x6" P.T. WOOD JAMB :• i�'"., :"i' • ,,, •ly• • 16d NAILS —► 1 c E♦ Consultants: W/ (2) 12d TOENAILS „ „ O C ° DOOR AND CONNECTION PER ;; STAGGERED SIMPSON LTT20B W/ 10-16d NAILS E N �.] 1gD 2x BASE PLATE w/ (2) 12d NAILS T/O. TRUSS BELOW GARAGE DOOR MANUFACTURER GARAGE SLAB q & (1)1/2" x 12" ,, o w e w 1O w � @81, D.C.. TYP. GARAGE DOOR cl 'A' •A' WEDGE ANCHOR � •Fj � � �- � p �gaN afn NP6 SIMPSON MTS12 TRACK MOUNTING DETAIL ° 'A'A' — 8 8 O " a ... 0 o�� >.xs E 5 � o W/ 14.10d @ EA TRUSS ° NOTE: DETAIL CD / S-2 MAY SUBSITUTED FOR THIS Q � " o' ui i Q a O CN CHIMNEY PIPE MIN. T DETAIL -UNLESS NOTED OTHERWISE L �''- w8 Zz ILL g N 9 , z 2" TO TRUSSES MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. n 01964 ga g6 �I ._ o .�.�':'� o•. ��°"� •.t> C j >' CH01 TYPICAL CHIMNEY FRAME DETAIL 3/4"=r-o" CD21 ENTRY CMU COLUMN BEAM / N.T.. 16 ENTRY HEADER DETAIL N.T.S. �gs �� • ajar=ti�� o � F LL� 0 0<, INSULATION PER FBC AND ENERGY c FORM SUUBMITTED WIH PERMIT APPLICATION PROVIDE BAFFLES - w AT EAVES (FOR VENTED ATTICS) 12 z 12 FIBERGLASS SHINGLES OR ° SEE ENERGY FORM CALCULATIONS SEE PLAN TILE ROOF (PER ELEVATION) a SEE PLAN FOR INSULATION REQUIREMENTS \ OVER APPROVED UNDERLAYMENT _ PROVIDE BAFFLES AT EAVE ER APA VSHEATHING ' FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL TRUSSES @ 24" O.C. SEE STRUCTURAL NOTES \\ ( (TYP.) FRAME FOR BUILT-UP CORNERS min 3 2x4 OR ( ) TILE ROOF (PER ELEVATION) OVERAPPOVED UNDERLAYMENT FASTENED TO TRUSSES PER ROOF ; \\\\\ 4x4 w/ 2x4 POST UNDER EA _ II _ y ♦ BUllder: ' PER FBCR 905.1.1 OVER APA NAILING SCHEDULE) 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. , ii - _, - SEE ROOF PLAN FOR RATED STRUCTURAL SHEATHING PRE ENG. WOOD (SEE STRUCTURAL NOTES TRUSS ANCHOR (SEE PLAN) - '' a NAILED LED w/ 8d NAILS @ 6" KEEP IN 3/4 FOR SHEATHING ;; _ - TRUSS CONNECTION ,,, , - -' INFO & LAYOUT DESIGN TRUSSES @ 24 FASTENED TO TRUSSES PER ROOF SEE PLAN FOR ,- —' — - — - — - BRG. HT. AND LATH WITH FINISH O.C.„ -- I - - - ,,,,, W } u lD.C. _ NAILING SCHEDULE) PLAN) CEILING BOARD ' ° (TYP.) FRAME FOR COR- (TYP.) ALL SIDES / /f oV, \ OO \ QO HERS FOR LOAD EE PLAN FOR— TOP OF BEAM ' ' + -- '_ "' v a m Uj TRUSS ANCHOR (SEE ' I ). ) �: I 1 ' ' FELT PAPER OR • METAL DRIP EDGE NON v a a , ," - - - (i -., c _ I I 1 : 1 _ TO BE INSTALLED ON OUTSIDE FACE'v TRUSS PLATE 2X SUBFASCIA ° ° BEARING SIDE NA LED S I l/o. ° °. ° off: \ ' ' E ROOF PLAN �I ^SSE - M " _ — — — — 3 4" P.T. NAILER / ;; f � ARCH. d W/ 16d NAILS @ 8" D.C. \♦ ��I INFO � Q , SOFFIT. 1/2"DRYWALL O\\e\0 o,°�'rA , i �--CONNECTION ' I I� �, - - � g p a J •FMETAL DRIP EDGE \ 0 \ " J d w W CEILING BOARD CURTAIN NAILER r 8 x 8 x 16 K.O. 1 x4 P.T. @ WINDOWS r LINTEL BLOCK 1/2" X 8" J-BOLTS \ i ` (TYP.)4 COURSE HIGH A.F.F.ILI (1) CENTERED EA. ( ) E S N : W li CONNECT ALL 2x STUD 2X SUBFASCIA i x 8 P.T. @ S.G.D. „ O.H, W/ (1) #5 DIA. REBAR & SIDE w/2" WASHERS \ i CMU BASE FILLED w/ CONC o Q � Z v TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. „ 3000 PSI CONCRETE SEE ELEV. w 4 VERTICAL RENF w (TYP.) / ( ) / ' ' o W ~ m o J 16d TOENAILS PLANS • PRECAST "U" LINTEL • HOOKS INTO FTG & AT TOP 16 LL W 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE 4 OF COLUMN i HB&G COLUMN WRAP OR 9 *4 ®I g N LL P PLAN Al -Al 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. o mr Z Q O SHEATHING ATTACHED PER NAILING SCHEDULE OPTION;, 15/32" OSB EXPOSURE 1 ON J O'H' _ MAXIMUM OF (3) -1X PLATE$ MAY BE EXT. WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. r SEE FLOOR PLAN FOR w COLUMN SIZE &BASE o ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD, fi M1 NOTE: 44" MAX. SILL HGT. ON d FILL CELL -(1) #5 DIA. SIMPSON LSTA30 SEE FLOOR PLAN w CONNECTION INFO. m , N € ♦ Job Information: NAILS AT 8" O.C. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI W/11-10d TO BEAM FOR BEAM SPEC- , I w � �a SECURE 2X4 P.T. BOTTOM I n CONC. ALL LOCATIONS " & TO FRAME BELOW > PLATE w/ 5/8" x 8" � 00 ALUM FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION &FLOOR PLANS 1 �_ ANCHOR BOLT SET IN � c m V) (G.C. TO VERIFY W/ FLOOR PLAN H SIMPSON HIGH -STRENGTH gQ+ LOCATION OF OPENINGS IN u EPDXY 6" MIN. EMBED. F EXTERIOR WOOD WALLS. IF NO , , ' 5 a OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). V J ' • o• ' °a2S j NOTE: 44" MAX. SILL HGT, ON ALL BEDROOM WINDOWS. ALUM FRAMED WINDOW , , c 0 m U W/ SCREEN cH CEMENTITIOUS DECORATIVE FINISH 7/8- HICK PER ASTM n PRECAST CONC SILL n WINDOW STOOL H SQUARE CMU BLOCK BASE W/ 1x4 P.T. WRAP or (4) #5 VERTICALS FILLED SOLID � w 0 0 � 0 +•-• C-926-96A STUCCO BAND -.1 PER SPECS H u SIMPSON I•IETA20 SEE ELEVATION FOR MORE INFO � m V) U 2X STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY v FORM SUBMITTED WITH PERMIT a Al , w/10.10d '(0 COLUMN Al BUILT-UP CORNER MIN (3) 2x4 N MORE INFORMATION). SEE TB13 1/2" DRYWALL ON SHEET 6 APPLICATION PROVIDE BAFFLES AT J EXTERIOR FINISH- ' (SEE ELEVATIONS) OR 4x4 POSTw/ 2x4 UNDER POST— ' ' ' ' EACH EN D OF BEAM S EiVI EW E® FOR s S % ` m 0 V CN a FOR NAILING INFORMATION FOR EAVES (FOR VENTED ATTICS) ' N t! SEE ENERGY FORM FOR WALL SHEAHING. WALL INSULATION P.T. 2X #2 SYP. BASE PLATE l x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. IT' IN CONCRETE - 25" , , NOTE: 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE CC7I�E COMPLIANCE `tI � pp (n ,� REQUIREMENTS w/ 1/2 x 8 A.B. OR 1/2" x 8" Tl'iEN ( BASE NAILER EXTEND (ACI 530) ABOVE SHOWN INSTALLED ON INSIDE OF r+E ��'° COUNTY '. SEA FbtO�ATI � HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS WOOD BASE Old FOUNDATION PLAN r L' COLUMN. DO NOT BEND vf,',}t,�;v, , • ° PLAN FOR FOCC w m ♦ Revlslons: 1 YV WOOD BASE MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD SEE PLAN FOR ° %, STRAPS UNDER PLATE. r r "?� o °a+ " ° ° SIZES AND m 2 SEE FOUNDATION PLAN FOUNDATION as PLACE STRAPS IN FILL ° q4. �� LOCATION FOR SLAB INFORMATION --- -- TOP OF SLAB I SLAB INFORMATION TOP OF SLAB ,. - --- CELLS/ 5 REBAR .4 r ,� ., ------ - ----- ♦ � �., :., . ., .. .. �, Model Name Number. 2265 I _ . GRADE i ..: GRADE - CLEAN.' COMPACTED o N ,; SEE PLAN FOR N REBAR QUANTITIES ..• (TYP.)4 COURSE HIGH CMU BASE ( ) _ _ - • • ' ° ♦ Plan Issue Date: FILL .". m FILLED w/ CONC -SEE PLAN FOR SIZE. TOP OF COLUMN BASE - r : „ Thursday, June 20, 2019 ♦ KA PROJECT NUMBER; SEE FOUNDATION PLAN SE L E PLAN SEE FOUNDATION 2'•0" AFF m 19-4239 16" FOR FTG REQUIREMENTS ///fff PLAN NOTE: DETAIL CD21 5-2 MAY BE SUBSITUTED FOR THIS / Y DETAIL- UNLESS NOTED OTHERWISE o o Sheet: ^_� Of: IN V\ WS02 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 COLUMN @ ENTRY - CRAFTSMAN STYLE N•T•S• TYPICAL FRAMING ° U DETAILS WHEN REQ'D RECESSED - PRE -CAST LINTEL 8" D BLOCK TIEBEAM W/(1) 95 REBAR U.N.O. FFANCHORS NOTE: MAY CUT BACK 2x8 P.T. @TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN TO 2x8 ,. (SEE PLAN) • " 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 - 8d EA. END EDGE VIEW 2x8 W/ (3) 12d TOENAILS EACH END /16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) Sol NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR MOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING WOOD WALL OR TRUSS. SEE PLAN SHEATHING VARIES ROOF SLOPE 2X4 CONT. w/ (3) 12d COMMON NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM N.T.S. LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. Al U m Io a G 145' 4 Q Q (2) 2 z 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 i 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10U ROWS OF STAGGERED 10d ROW§ OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE ONTO EACH OUTSIDE FACE) (D - 0.162", L- $1/2") OR EQUAL (D = d 162% L= 31/2-) OR EQUAL 1) ADJACENT NABS ARE WOVEN FROM 3) FOR 4,PLY. PROVIDE I/4-DIA. x 51:2- LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE A§ SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 MR THE THICKNESS OF THE LAST LAMINATION. ADDRIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR �r •; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. )VERHANG • FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 5/8" . N() REPAIR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES (3)16d COMMON @ 16" O.C. NAILS(TYP) — HEADER PER LOCATION 7/16' OSB W/ 6d 4aw HEADER (SEE PLAN) NAILS @ i6" O.C. ® TO SIDE & TOP NAILER 2x W/ (3) 12d TOENAILS EACH 7/16" O.S.B. END TYP. EA. SIDE 2x4 SPF CONTINUOUS 2X BLK'G. TO O.S.B. BLOCKING ATTACHED W/ 2 - 8d EA. END TO 7/16" OSS W/ (2) 8d NAILS. SEE DETAIL ABOVE EDGE VIEW 7'-0" Max WINDOW OR DOOR OPN'G I WF02 I DETAIL @ ARCH WINDOW FRAMING I N.T.S. I \ SEE GE05 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING c7 Z +I n I+ +I 0 I 3 a I J EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 7 AND 7.1 CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ONLY IF NEEDED. SEE PLAN SEE PLAN FOR BEAM SIZE 2X4SPF AT 16" O.C. , I II II , II , ' BUILDER FRAME RADIUS ' AS REQUIRED VF14 KNEEWALL @ ENTRY FRONT WALL 1/2"=1 PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. (2) 12d NAILS O.C. OUBLE 2x4 (SOLID BLOCK w/ 2x6) TOP PLATE STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d 4g"M/ COMMONS @ 31 O.C. @ 2x4 STUD 4! EDGE & 6" 0.0, FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2xB STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12)16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL IE15 FALSE BEAM AT GABLE END N.T.S 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS 16 O.C. RIPPED BOX HEADER DETAIL OR SPLICE UBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ W O.C. BOTTOM SPLICE OVER STUD VF17 TOP PLATE SPLICE DETAIL 3/4"=1 * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION (RIF ONLY (1) KING 7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OFiK_ 2X BLK'G. OPENING G.C. TO INSTALL (3) TITEN HD. W/ - d 2-Is W88d EA. END 5/8" x 8" EQUALY SPACED CMU_ HEADER SUPPORT NO. OF )ACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKSEAEN KI!NEND EA END SIZE EAINEGNSO LESS THAN 4' (1 2) 1 2) >4' BUT <9' (2) (3) (2) (2) 19-0" - 16' fAN3 4 PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW 2X CRIPPLES @ 16" O.C. CONNECTOR REQUIRED (3)16d SEE PLAN W/ SIMPSON SP2 TYP. — SP4 AT COMMON FOR WLL TOP AND BOTTOM 24" O.C. NAILS(TYP) HGT. * WHEN STUD LENGTH M-M ., /rill � • • • • • ';,III '�' tI II © • • • •• IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" 0/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - —CMU Oq j� IT * HOLD DOWN CONNECTIONS W NOT REQUIRED @ BEARING WALLS WCFHOUT UPLIFT WF39 TRANSOM DETAIL AT ENTRY HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"C/C FOR 2x10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 6/8" IXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN ,(- P.T. BOT. PLATE WF09 WALL HEADER DETAIL N.r.s. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE T613 ON — SHEET 6 2 X 4 P.T. NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE LINTEL STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE I \ I I \\\\TTT I , ' STUD ANCHORING: I STUD TO TOP PLATE: SIMPSON SP4 i �2X4SPF AT 16' O.C. I I STUD TO POT PLATE: ly SIMPSON SP4 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL IIF21 KNEEWALL @ ENTRY FRONT WALL - ------------------ SIMPSON HUC410 ----------------- BUCKET SEE ROOF I I PLAN FOR MORE INFO ' SEE ROOF PLAN ; FOR BEAM SIZE ' I & CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE& __ BASE CONNECTION INFO •- 0 PTI O N A 1/2" OSS FLITCH PLATE OPTION B SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — FOUNDATION N FOR MORE INFO CD11 COMMON BEAM ATTACHMENT N.T.S. CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — FOUNDATION N FOR MORE INFO CD11 COMMON BEAM ATTACHMENT N.T.S. CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) \. ZLO Z � Z S FRAME EOUT DGE O BLOCK EDGE ONLY = Z ' IF NEEDED. SEE PLAN EXTERIOR SHEATHING - ATTACHED PER NAILING SCHEDULETBI3 ON SHEET 7 AND 7.1 I x SEE PLAN FOR y Q BEAM SIZE 1O 8 v y I y N W Q I `o c u — O W EO O C N 2X4SPF E I m ag u AT 16" O.C. , i� (� U �� m c � c O ' _ 0 �aom 0 °' BUILDER FRAME I d Affiliations: RADIUS AS REQUIRED o BD,.4✓/ d VF14 KNEEWALL @ ENTRY FRONT WALL WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL E V Consultants: T N m 2' LU do Vti o00 Jm xk Q10lLLL 8 3gem(n(��99�~ o 8a�8q (nIQ< 0¢ol� Lu N 26 S 3.'1w L.� LL�,`o "J PK5Wf10: c � j0 n Ef a WeO;J a ❑I� E' `M % •. ,CPS' SIMPSON HUC410 OR (2) 000 • • 0 O •. `r�/j HUC210 •FL,••r.. a TO BUILT-UP COLUMN fF;j'O/y� `+++, SUPPORT COLUMN BUILT-UP MIN. , (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) 1O (2) SIMPSON HETA20's W/(12)-16d EA, TO COL. r ALT: (2) MSTAM36 STRAPS c CENTERED W/(13)-10d NAILS �• Ea TO COL TIE BEAM S v d m V Builder: N N_ t^ M/ CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. 12 (TYP) SEE ELEV. SIMPSON SP2 @ EA. STUD —� APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8-- O.C. FIELD SIMPSON SP1 @ EA. STUD 2"x P.T. PLATE 1/2" X 8" "J" BOLT @ 24" O/C MAX S" x S" x 16" K.O. BLOCK W/ 1 #5 CONT. CMU WALL W �M 0 I Z IL E fii W NO J 9 UWi N F (n REVIEWED FOR ®I CODE COMPLIAN E c E O ST" LUCIE/�C/�OUNT 56 M o IZ BOCC a :RED WOOD TRUSSES @ 24" O/C 16 o 1 V Jab Information: O JFT CONNECTOR (SEE SCHEDULE) y DOUBLE 2"x4" TOP PLATE n i STUDS @ 16" O/C a 0 � 1 "2J2"x4" N r—CRICKET AS REQUIRED I O MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 KNEEWALL ABOVE MASONRY WALL p O Lb z 0) N rI Ln ro m w �o4M J �L/J t+) O ;t CV c) a; (n Q) v s n z 1-LO �U m�� rn� —� m a) (n 00 IOi E 0 00 ReVlslons: 1 YV 0 2 ri 3 Model Name Number: 2265 Plan Issue Date: Thursday, June 20, 2019 M KA PROJECT NUMBER: r 19-4239 T c Sheet: Of: S-3 TYPICAL WALL DETAILS Q *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 450 O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. SEE STRUCTURAL NOTES DROP GABLE END TRUSS &LOOKOUT RAFTERS A FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - 8d NAILS MINIMUM 2"x4" '' - 8d NAILS @ 4" O.C. WALL AND ROOF SHEATHING, SEE TB13 FAND OR SHEATHING DETAILS SPACE BLOCKS AT 24" O.C. AT 4" O.C. ' CROSS BRACING {• ". 2x4 SYP BLOCKING FOR SPECIFICATIONS , (SEE PLAN FOR LOCATION) • - '� -.+s'' ' BETWEEN TRUSSES @ 4W O.C. MAX. FASTEN TO EA. 2x4 SYP I BRACE FOR . , BLOCKING •• TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. END 2x6 SYP L BRACE FOR 2X4 SPF BLOCKING @ �° Z_ ' 2x4 SYP CROSS BRACE , PANEL EDGES W/ (3) 12d z S GABLES 6'•0" AND TALLER. , ,� ,° 'O APPROX. 8" FROM RIDGE ATTACH LBRACE w/ THEN 48" O.C. AFTER. NAIL W 12d NAILS @ 4" O.C. NAILS EA. END TO TRUSS ' SIMPSON MTS12 @ 2X6 BRACE NAILED ' LOOKOUT RAFTERS -NAIL SHEATHING @ 4" O.C. �° Z 3-12d @ EACH ND & CROSSING Al 45� ANGLE. GABLE TRUSS r, STAGGERED w 8d TO SIDE OF GABLE ' IF APPLICABLE / TRUSS WEBS N Q (NOT REQ'D WHEN GABLE �° ; a 4'-1" OR SHORTER)N (1) SIM ON HGA10 12" LONG 2z4 #2 SYP BLOCK AT w/ 12d NAILS " ' ' CONT 2x4 SYP SPANNING (4"�A E CONNECTOR FROM BRACE LOCATION. FASTEN TO TRUSS BAYS (8'-0") NAILEDNAL BRACE TO SILL PLATE w/ 10tl @ 3" O.C. @ 4" O.C.WHEN �—STRUCT. SHEATHING 2x4 SPF CROSS -BRACE GREATER T AN 3'-0" '° 7/16" MIN. THK. - a z ' (3) 12d w/ 3-12d TO CHORD IN K/PLATE NAIL GABLE TRUSS @ 48" O.C. - NAIL w/ �° NAIL w/8d COM. @13 `'�`c'A` f0 Q) PER JOINT 1ST 4 BAYS)(� TO TOP PLATE W/ (3) 12d AT EACH END & AT 3" O.C. EDGES & 6" v� �4""' 16d NAILS @ 4" O.C. CROSSING AT 45°1c ANGLE O.C. FIELD w CONTINUOUS LATERAL BRACING- , 4 BAX8 .T. PLATE 1/2"x8" ANCHOR BOLT ' •,' `,• ;° Y 'o NAIL OVER X-BRACE AS SHOWN INSTALL BLKG. AT TRUSS WEBS AT 48" O.C. MIN. KNOCK OUT COURSE , TRUSSES 10d @ 4" O.C. ' ' w ° U — (v0 w E 2 i CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB MASONRY WALL CONTINUOUS 2X4 SPF ,' SPANNING (4) TRUSS ' GABLE TRUSS `�� c .y \ / � 0 a M E BAYS (8 FT) NAILED 1 i E In 2X4 BLOCKING @ 4" O.C. I' �° NAIL TOP OF "T" - LJ m o ` a ROOF SHEATHING, SEE W/12d & (3) 12d TO CHORD „ TO GABLE TRUSS = w D "- M m O NAIL TOP OF "T" TO GABLE w/2-12d & (1) $ o TRUSS w/ 2.12d AND 1 TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE SIMPSON MTS12 W/'_ m U '= o = m <,: TB01 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSONHSw/ " � 10-10dx1 1/2" NAILS PLAN. 2X4 SPF BLOCKING 1410d x 1 1/2" BETWEEN TRUSSES ' �; "°, FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4 SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS @ 48" O.C. MAX. NAIL DEADWOOD TO NAIL TRUSS BOTTOM TOP PLATE w/16tl @ CHORD TO 2X4 DEAD- 4" O.C. ¢ °' d Affiliations: PROVIDE 2X4 MIN. BLOCKING AT TYP, NAIL TOP OF US END TO TOP PLATE / BEAM TO GABLE TRUSS 2/ WOOD w/16d @ 4-O.C. * CENTER LINES HIP/RIDGE, FRAMED WALL BEAM AND H8 w/ 8 4 BAYS g �, BETWEEN TRUSSES W/ (2) 12D AN BELOW, SEE PLAN. 10d x 1 1/2" NAILS 11/2" N SIMPSON LSTA30 w/ c 1 Consultants: NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE - -- 14-10d @48" O.C. E r n m 5 FRAME WALL OR BEAMZTYP., c m BELOW SEE PLAN a N io N A TRUSS s1'rEwF'IATETOBLOCKING PRE-ENGINEERED VERLAP TRUSS BRACI_NG GE01 GABLE END BRACING N.T.S. 3 g% Q N!o � CL GE05 GABLE END BRACING -FRAME WALL N.T.S. WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP U a � TRUCTURAL SHEATHING PACE ' a,o O•�LLom G.T.-'-'- ADD 2X4 ALONGS�iIPPED 2X4 SYP #2m w.-I ra Win' ¢ mti��atum P3'� 52 C7 a CHORD WHENAIL TO 70P CHORD PREVENT SHE ""' pF HIPPED TRUSS W/ JE $ gzgNsqq�zTOP NO SPAN FROM EXCESE HIP 12d NAILS @ 6" O.C.MAX 2x8 SYP BRACE NAILED TO EACH SIDE OF GABLE DROP GABLE END TRUSS &LOOKOUT RAFTERS FOR W '.'�`t ° 'TO ,��er 24" SPAN EG.T SEE STRUCTURAL NOTES O.H. GREATER THAN g •gsg'�"` j G �+ SIDE OR BOTH IF AND NAILING SCHEDULE TRUSS CHORDS3'-4"IN FOR SHEATHING DETAILS USING 10d NAILS @ 4" O.0 FOR 12" AND UNDER - a B "`o"�'C33••<"�• s` e i✓ '� ¢ �`,• C\� ;0 p , ,\ SPACE BLOCKS AT 24" O.C. g n`t }+1',`r ti •-.•f (2)12D NAILS MINIMUM (3) 12d 2X4 SPF BLOCKING @ C) ~' F ❑ ROOFLPANEL AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR EDGES NAIL T m '-J ^ SHEATHING *SPACED AT 10'-0" MAX SYP TRUSS BRACING SHEATHING @ 4" O.C. '- !'• SEE STAGGERED w/ 8d ��.`�✓ PLAN I— 2x4 SPF C. ACE STRUCT. SHEATHING 7/16" MIN. THK. h nL©,•',"f;: nnn 'f p'°•.. F, ' °' - NAIL @48"0.0.-NAILw/& I, - NAIL COM.@ '°+p %T rj 2X4 BLOCKING HIP TRUSS TRUSS CHORD 12d AT EACH END & AT w/8d 3" O.C. EDGES & 6" $ ,{� F E��`''�"X�ax T�7Ttlt11t11 BETWEEN TRUSSES (GABLE END) CROSSING AT 45 "k ANGLE TRUSSES \ i O.C. FIELD SECT, A -A a CONTINUOUS 2X4 SPF SPANNING (4) TRUSS '• TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.s. SIMPSON H8 W/ 2x6 SYP 10-10d X 1 1/2" BAYS (8 FT) NAILED TO -^ 2x4 BLKING @ 4" O.C. ? '• GABLE TRUSS ` Y o w/12d & 2-12d TO CHORD 2x8 SYP CHORD BRACE 2X4 SPF BLOCKING G E04 W/ 12d NAILS BETWEEN TRUSSES �• 8" O.C. @ 48" O.C. MAX. S4 Builder. (2) LSTA18 m CONTINUOUS w/Cr10d x 11/2" TO SEE DETAIL $ N TRUSS NOTES: 2x6/2x4 SYP STRONGEjACK & 8 10d NAIL GABLE TRUSS 1. WOOOTRUSSERECTORSHALLPROVIDEBRACINGACCORDINGTOANSI/TP1-2014 GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND STRONG -BACK x11./2,, TO "T" BRACE i. TO PLATE w/16d @ 3 °� �MQ (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT W/ 12d NAILS EACH 4" O.C. .9 3 "+ LIJ BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. SHOULD BE LIMITED @ 8" O.C. TOENAIL EA. 2x8 N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE FL40ED ON TRUSSES. THIS CONSTRUCTION LOAD ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY LEG TO PLATE O Y TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT & SIMPSON 1/4 X c = EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. ' ) HGAJ HGA10 w/(8y 1/4° „. /(8)1/ D.C.A.B. @ 4B" . MIN. gL a 2. ALL BRACING (OB,CS,BE) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL i x 1 1/2" SOS OR , m y a' LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0. O.C. MAXIMUM. W/ 3-12d NAILS AT EACH TRUSS INTERSECTION. ' EQUAL Q "s'°' z W O 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED (2) 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIPLED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT PT KNOCK OUT E r cWi N W COURSE 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. ////y 2x4 J "T" BRACE (2x4 SPF) PLATE 4 BAYS �I LU O U) SEE TYP. TRUSS BLOCKING DETAILS SEE GABLE BRACING DETAIL 9 0 o W 13 m N LL r SHEATHING d (r J W 0 I— 47— 1z ® O N L.L GE04 "T" BRACE CONNECTION C� GABLE END W/ VOLUME CEILING 3/4"=1-0" 3 TO 4 TRUSS x4 AS SHOWN SPACES GE03 GABLE END BRACING W/ VOLUME CEILING N.T.S. } W o Z s a TRUSS DIRECTION g o� RUS m VERTICAL SCAB & B SPF O.C. W/ (4) 12d TOP &BOTTTTOM ORR H5 SEE -�U� (2F1 NAILS SECJION TO TRUSS D N € Job Information: OR HCLR/LL IN PLACE OF (4) lOD &B SEE STRUCTURAL NOTES ANDS REQUIRED @ RAFTERS GREATER THAN S'-O" NAILING SCHEDULE FOR NAILS 'm N SEE PLAN uBLE TOP' DOUBLE SEE STRUCTURAL NOTES AND NAILING SHEATHING DETAILS EA EN —\ EA. END + m = Op PflE'FT'G. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS w 2z STUD wau VARIES w/ ROOF SLOPE SEE PLAN CONV. FRAMED RIDGE \ / i MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING / \ '' ,' d WHENIT (d) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES ' ' O 7 NEXT .TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ / \ @ 48" O.C. MAX. / '' t 3 O SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF(4)12d REQUIRED w/ (2) MTS12•S REQUIRED @ RAFTERS GREATER \ \ / / \ / ,' 2X4 SPF BLOCKING , ,' ¢ no V T-i ® THAN 8'-0" \ 2x4 SPF BRACE \ \ / @ 48" O.C. MAX.w/ 2X4 BRACE@ 4'-0" .' n Z OLo -0 O @ 48" O.C. - NAIL w/(4) \\ \\ 3 12d END NAILS O ,.c ON CENTER ; ■ 7 O COLLAR 12d AT EACH END & EACH END m " _ J M RY3dE SHEATHIN ' ' RAFTER ALTERNATE DIRECTION \ \ '', w `w \ ' ' J " CV m c� U 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) • , ' a @ EACH END, CONT. EACH BAY B TB I 2X4 SPF W/ (2) #7X3-1/2" / / TRUSSES S. a O JM UJI N -' ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN y rZ) 00 O J W v / v / L0 LL BLOCKING OR HS @ 48" O.C. / / PREENG. TRUSS / / \\ E CONT. ROOF SHEATHING AT TRUSS TOP / / TRUSSES /' 0 Revisions: 1 YV STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / 00 SEE PLAN FOR CONNECTION SIMPSON A34 OR I 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD •*• 2x8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-0" ON CENTER / ,' m� o 2 3 TRUSSES W/ (2F12d NAILS @ AT S'-0" TRUSS \ A / 2X4 SPF BLOCKING � V Model Name /Number: EACH END MAX 2x8 RAFTERS @ 2'-0"O.C. Y V BETWEEN TRUSSES MAX. W/ (3) 12d COMMON TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN @ 24" O.C. MAX-w/ \ / \ () (TYP.) / . ..\ 3 12d EA. END TYP. 1/2" GAP @ 4' "O.C. GMAX. - 2265 SEE PLANS FOR TYPE ( ) S COMMON TOEN.MAXW/( EBB COMMON TOE NAILS TO RIDGE BEAM SEE PLAN REVIEWED FOR m Plan Issue Date: SCONIC. 2X4 CONT. AT TEEL OR WONRY OD _ � T & B CHORD BEARING SUPPORT CODE Thursday, June 20, 2019 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE EXTERIOR INTERIOR COMPLIANCE � —� m = @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ST. LUCIE COUNTY VI KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING /+ BOCC ]Tj*'- m INFORMATION 8" C.M.U. SEE °'�' 19-4239 PLAN FOR REINF. Y 2x4 S.Y.P. @ 16" O.C. a c Sheet: S-4 Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.s. TB14 NON -BEARING EXTERIOR CMU WALL N.T.S. ROOF FRAMING AND BRACING DETAILS THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predriliing 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. SPA EVE 6" 6" 6" 6" SINGLE DOOR )A /E a SINGLE DOOR W SIDELITE rn 6" 3,t o n 3„ 3" 3n 3„ 3" rt -fl I itt 3n 3" 3„ 3' 3n 6' 6' 6" 6' DOUBLE DOOR W/ SIDELITES ;n SPACE -VENLY SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 0 M 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB 00 Z 1'II -11°1 ro,lla,ll° I 1- lr - If I O z I ' 0 16" MIN. DIAMETER CONCRETE FOOTING not nail within R0 Dec,, centering Embed each shlnde In a 2" wide aphalt ragingmrl cigmaefAs 1 Save 7" In �11111 `IIIIIIIII11`I��II, NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. F<�b Dom- O StM� USO ndaoail^" A�e� tl"C�tge OOWas COO 2g" Cut shingles 2" ��.' 1 I I user back from it no valley centerline -------------- SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY 2TICAL WALL ENTRY NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. ASPHALT BASED SEALANT APPLIED TEMURED, PAINTTS BEHIND FLASHING ENTER. WALL FlNI AND EMENDING A MINIMUM OF 6" ABOVE 6° X 6" H GALV.VERFICAL RISE OF FLASHING FLASHING CONTAT KNEEWALL PLASTER STOPWAI AM 6" X 6" H GALV. FLASHING CONT 6" HORIZ. FLASHING DETAILS FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION SPACE EVENLY NaTALLAIDN DEBUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.` BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT & SCREW W/3/16" x 21/2" PHILLIPS %•e'� FLAT HID. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. EXT. FINISH o DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE BLOCK LINTEL 1/2" DRYWALL SHIM SPACE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N-T-S I 1/2e AUN. EMBEDMENT 2X WOOD FRAME BY OTHERS 09 WOOD SCREW SHEATHING BY OTHERS CAULK BETWEEN <1 FIN &SHEAT'HING EXTERIOR 3/4e Mom. EDGE FINISH DISTANCE BY OTHERS PERIMETERCAUL 1J44 MAX. SHIM SPACE BY OTHERS O"A. WINDOW HEIGHT EXTERIOR INTERIOR FA TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Ewe _r y HHy iflsSaiiatian Instrucdans For All Fixed Windows With Mounds Fin Includes all W the fWbwing Series: -Lite —Lj 625 / 825 / AZ15 / FL15 / AZ30 / FL30 / V1500 / V1380 / V300 / V380 Y►280 1 GS2000 I GB2080 if Prestige 662 1 lareedin 882 LH10 fMdmum Fastener Spacing Wall Framing: (Jambs, Head aryl sill) N25Prum/Pine/Fir Or Bearer Silicone — #tO x 1-3j2" Screw etq �Aws Minimum Ponetraaw Glatln9 Bead Flouncing Fin— _ Croce Section V iew -- — — Betavkw � fir- Reed VAr dayT h Mnimum — ti. 6llimne Ederla SaceMing NPR:Weer'boor/yrwxmmanO the use OfIfistiffhaly AMID' flAIMAIR tarsi And Sit/POW AS Stated In ASM E2112-01. MOWemdr,dueM uerNtlan M mdet end tau/NbJp lypsy tt h /M UP ro ilia end us4rR derereGra Me proper/nets/lesion afMete ttems. LEAVE THE 9UB5LE WRAP ONi Belpre Imta k5 ,cur wintlow, the bubble wrap may be peeled Writ for nnspecpon, but please re -slick tM wrap [o p�eeect the Nwka from acrakhes and deer damage until wriU1,otk n N complete. Slept fneestre a De are tle dpenat9 k 3/8" ta 1/i" larger Mande vnabw ON bath Venially and horixanblly. ` YOU may with t0 predrill be wnallanam holes In the fin at the time. dte Pleyndayed late al me man at are not Sep 2 Apply a gerorous lased! of elkpe 0 the backlift If the m xnaft fin, Use enough snmrc to wHklently, fill all molds between the fin aid the wall dreathing. Stp 3 Inseatthe window aws the operlep limn the oulal The window Is labeled 1n "and "oudide", hat If Mew libels Nineteen renamed, the geming beedsbwlda be m the Inside of be building. Step 4 Install sides under the sm, adpstep Men trial the unit IS IdaM In the opening. shims shwld be aetalled under the sill Ayer, 2 W. The y0dwv ahwld W mntped at the dpenat wbh no more than I/4" gap behwen the.1me. aid wall ham . SUM S Inetalla#10x I-Jqrsaew 4" from the comer of the fin at exh and M the lead sill aid both lands, Step 6 Install the reasoning bshnens In B" Irudments from one corner mews to Me canter of eadt hams mmnw. Use cam not to ose, tighten the screws and pull them M the Pot. Also, make sure the svews go in straight and do not muse the frame to bow. Wall hamlng should be a minimum of #2 Spruce/Ntb/R, Resistors dduld be #10 wens of sWfident length to acMee, 1-3/8'Pendambon Into the war and no less Man 212" from WIN of morning. Fasterya qdaraftes, needed In each side of home to achieve 8" Le of Frets Member 10" 1e• M" 34" 42" 1 50" 1 50" 1 66• 1 74" 192" 90" 98" Number of Fasteners 21 3 ji q 1 5 1 6 1 T 1 e 1 9 1 101 111 12 1 13 Step 7 Remove exmas Slionne -safmam out- from around Me fin and Impact for holes or VOds. Use sllimne to fill any VOIDS. Asp B If desired, a loam Inwbtbn can W Droned to the Intends gap lxw m the window and wall framing. If applied, nesmust be erne NON EXPANDING ME FOAM. Sep 9 Sine these windows aye typkNy used in rooms with high mcslure, is; bathmoms, it is moommwded do, the kitsch gap bnlwmh the window and sell honing also be Need wdh silicate and tooled so as not to Interfere with bye: irt#alblbn W wabowit th or him. Step 10 Oros all aalWuatldn Is caeplsee, remove the Whine wrap fens the made aid wtAN of the wattlow. If necessary, deer Me bWm with a mild detergent and war, new N,g a soh cloth. 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. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Approval # Method Roofing: DADE 1st Choice COUNTY APP. KO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006 NAILS. 4/8" MIN HEADS. 6 PER SHINGLE. W/ 3/44 MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products nc. "Off -ride vent" 1" FROM ED 4"O.C. TYPICAL MAX. FL21580.1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 INDUSTRIES INC #30 ASPHALT -SATURATED ORGANI'F ATTACHED IN ACCORDANCE WITH R905.1.i FL 06 1 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546 2nd Choice 1 +30.0/-32.0 CLOPAY 73W6 SX7 FL16546 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O,C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA TRU-CORP. FLUSH FL20461.19 OUTSWING BE ATTACHED WITH 3/16' X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. Is- O.C. FL20461.2 THEREAFTER. TYPICAL ALL 4 SIDES) Siding: 1st Choice -i-0/ -146.3 The Tapco Group 7" Staggered INSTALLNTON STERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA, HEADS AT SO" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. 2nd C ( SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676R9 Single Hung (fin) ANCHOR WITH MIN. SY4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF +40/•50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676R9 3540 SERIES SERIES +50.0/-50.0 MI WINDOWS picture SUFFIENT LENGTH TO ACHIEVE 1'h" INCH MINIMUM EMBEDMENT FL18644-R3 IN WOOD SUBSTRATE. Mullions: 1st Choice MI WINDOWS M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 18504.2 EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0IN I L 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 W W WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 11/2" NAILS 10" O.C. IN FL16503 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ 1/4"-20 FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C- BOTTOM SIDEWALK Panels BOLT W/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 56126 Name: TODD M. BORN Certification Number: Fl- # 82126 U Lo Z z o � a O �/I��■ 11 O ^1 (D W /Vi {JJ{ ,V In — V o _ O w Eeg �Ln c RtN.J—E o u J Q V ih�U @O 0 H LL M 0 Oycv a = O DO C N Q ¢ a O ♦ Affiliations: B,D„ �"' ♦ Consultants: 3t p o g ' C4 m i c LIJc F— e o Do ik 3k y6q Q 8Nmz U LLii gg88a g Ea w mm.-lZ '"MI-1 8. 2E @ N a'inn o �0f� U) ¢ ,dam O t� LLj pR3Lem t8w ch�xivaui �N�H Q i ..- N.�� z <R _ a � _ E3E J ti .m O iyf � ,m+ ILL LLJ 20— i O m et 22 c -6F���.ygp Is._ E E Z a3MU IYWs¢a..� K OQ # aW '° t .a°Cln. * . r rn a �• , AQ, P - ti = O N i • `o i, , pRo I tEs�`0,`,��� c IV Builder: 3� N LU �Q U sic 0. J NO W U. LL N z W a p J m Z 0 O O > ra > M (,s in ♦ Job Information: 0) C 0 rn `y Y m CO 0) 0 I— C 7 U O m z �_0) � w/n M z OJWmo'a JMU)U) o00D L� ♦ I Revisions: 1 YV 2 3 ♦ I Model Name / Number: 2265 Plan Issue Date: 2019 ►I KA PROJECT NUMBER: 19-4239 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSI BIBB 7sm ` ED OOM 4 \ \ \ \ BEDROOM 3 I I I I I I -I BATH 2 ---------- 1 ;1 1 I 3 CAR GARAGE O ------------------------------------------------, I , I , I , 1 , 1 , 1 , 1 , I , I , I , I , 1 , I , I , 1 , 1 , 1 , 1 , 1 , 1 , rye I BREAKFAST \ ------------- ---------- \ \ OWNER'S BEDROOM 1 I W.I.C. W•I.C• I FAMILY ROO�V1 j I KITCHEN II I ---� -----' I I ' _ I I I I FIRE I O'$ BATH EX. I o I 11 y MAX TRAVEL DISTANCE = 70' ' I I.y I II II I o NJ______ -------- _ DINING ROOM I FOYER I II I I I I I I I I I I I I UTILITY r - " I r —�� 1 I II — J I EXIST LIVING ROOM I I I I J FIRE I \ EX. I 111 \ Ij III \ ENTRY \ III III III III III III III III ul _ 1 I 1 I 1 I I I I I I I I I I 1 I I I I 1 I 1 I 1 I 1 I 1 , 1 I 1 I LEGEND 4) EXIT SIGN W/ BATTERY PACK 1 EXIT SIGN W/ BATTERY PACK AND DIRECTIONAL ARROWS EMERGENCY LIGHT W. BATTERY PACK FIRE EXTINGUISHER - —� PATH OF EGRESS OCCUPANCY / EGRESS OCCUPANT LOAD FACTOR PER TABLE 1004.1.2 BUSINESS AREAS - 100 GROSS 2277 SOFT / 100 GROSS = OCCUPANT LOAD 23 COMMON PATH OF EGRESS DOES NOT EXCEED 100' OCCUPANT LOAD DOES NOT EXCEED 49 KEY NOTES BRACKET MOUNTED CLASS 1 A FIRE EXTINGUISHER 2 I MAPAC XIM M OCCCUPANCY LOAD LIFE SAFETY PLAN SCALE: 1/4" =1'-O" BIBB NOTE: GC TO COORD. TYPE AND LOCATION OF ALL FIRE EXTINGGUIDHER WITH LOCAL FIRE CHIEF PRIOR TO INSTALLATION BRACKET MOUNTED FIRE EXTINGUISHER PROVIDE WALL BLOCKING SUPPORT WHERE REQUIRED m gsw F YI OyyWJ N mN 00 =8me=v.+ w wpp �g QQ`a�S a � gUR ZaE < z -8 0 3 '5.6� W�mO1'�mo� In @v s 3.�� ti @ ° WN`M1\Y.FDSENG.10014 ❑ ❑ ❑ LD WIN Z INO 1/ Z m o W N Z Q o C J a Z o fill o E V ° .O w o t fa to c m U I! N E w W U all� U o INNIN 4 rn o m Qum 411119WA\111"IlAill udiiiiMill FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Jab Information: c 0 L 0 cc '2 Fc ZmLO 3 m c Q LO `ij m / In 3 U m z m rn 6- 0 JLLJZ) LcO,*, o Jmcn(n co LE IVI Model Name / Number: 2265 Plan Issue Date: Wednesday, February 05, 2020 KA PROJECT NUMBER: 19-4239 Sheet: LS_1 Of LIFE SAFTEY PLAN FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER 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 exteriorwall envelope shall include flashing as described in Section TEMPORARILY SECURE BARRIER THESE DETAILS ARE GENERIC AND MEANT TO SHOW g SELF -ADHERED FLASHING DOOR ROUGH OPENING R703.4. Awater-resistive barrier is descrbed as a material behind an exterior wall covering that is WEATHER WINDOWUNIT GENERAL -FLASHING AND WATERPROOFING OBE USED. intended to resist liquid water that has penetrated behind the exterior covering from further intruding �RESISITIVE into the exterior wall assembly. An exterior wall covering is described as a material or assembly of Qu BARRIER WOOD FRAME CONSTR. SLOPE materials applied on the exterior side of exterlorwalls for the purpose of providing a weather -resistive SELF -ADHERED FLASHING 3 ADHESIVE BEAD OF CONSTR. 0.3 In : 12.0 In SELF -ADHERED FLASHING 9 9 TAPE s EXTERIOR barrier, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and SHEATHING BY LAPPING DOWN ADHESIVE TO F APPLIED UNDER finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. OVER RIM JOIST AND UP THRESHOLD OF ODOR AND RETURN (0.6 cm : 30.5 cm) O WALLBV 61N. UP JAMB 6°. USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS OR EQUAL WEATHER PROOF CAULKING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying z � U 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 sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer Z TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND RESISITIVE CEMT. FIN, lapped over the lower layer not less than 2 inches (51 mm). Wherejoints occur, felt shall be lapped not BARRIER ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 less than 6Inches (152 mm). The felt or other approved material shall be continuous to the top of walls 6 SEAL TOPS OF JOISTS D_ UNDER DECKING SUBFLOOR and terminated at penetrations and building appendages In a manner to meet the requirements of the 160 (SEE DETAIL WP07) exterior wall envelope as described in Section R703.1. 8 Z SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied g�♦� HEAD FLASHING TIE-IN INSTRUXTIONS: RrM JOIST Detail Instructions overwood-based sheathing, shall include a water -resistive vapor -permeable barrier with a performance y WQ W 1. Cut, fold up & temporarily secure weather Refer to the number marked as ® in each detail that corresponds to the at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently m 0 _ resistive banter above header to allow for flashing Installation such that each layer provides a separate continuous plane and any flashing (installed in accordance with r p BUILDING numbered items in the list of instructions below: U _ 2. Self -adhered flashing plus head flashing under weather Section R703.4) intended to drain to the water -resistive battler Is directed between the layers. M PAPER 1. Install self adhered Flashing in order as shown by numbers 0 (� w E o resistive barrier 1 2. Install flashing and weather resistive barrier to form water shedding laps Ln M M m V E 3. Fold weather resistive barrier back over head flashing and O Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water Z) .2 o o seal with tape 2 2O 3. Self -adhered flashing can be substituted for building paper resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco (� e o - U 4. Split the release paper using the ripcord (Split release on demand, by an intervening, substantially nonwater-absorbing layer or designed drainage space. ? w c� 6 embedded in the adhesive layer) - for ease of installation and to minimize o � ,} Scale: NTS SELF -ADHERED FLASHING R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to SELF -ADHERED FLASHING 1WP01 SELF -ADHERED FLASHING �/�� scoring cuts FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTIONA YYPO2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP prevent entry ofwater imothe wall cavity orpenetration ofwater tothe building structural freming e O fin_ FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and components. Self -adhered membranes used as flashing shall comply with AAMA711. All exterior g c h <S 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 v Q a `- RUBBERIZED ASPHALT Minimum) AAMA 800 or ASTM C920 Class 25 Grade INS or greater for proper joint expansion and contraction,o EXTERIOR SHEATHING RUBBERIZED ADHESIVE ASTM C1281, AAMA 812, or other approved 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows pp oved standard as appropriate for the type of sealant. Affiliations: EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB 8 HEAD ADHESIVE Fluid -applied membranes used as flashing in exterior walls shell comply with AAMA 714. The flashing shall \i THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit p p extend to the surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at � UP JAMB 6'. USE LIQUID NAIL BRAND FLANGED WINDOW tight to comer the following locations: W D (SEE DETAIL WP01) REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING 8. Mechanically fasten as necessary w LETTER ON CHEMICAL SCORED E ♦ Consultants: I, RELEASE PAPER 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the „ COMPATIBILITY t _ surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent M N m SELF -ADHERED FLASHING, v (BEFORE FOLDING, SCORE drainage. Mechanically attached flexible flashings shall comply with AAMA 712. T o ro 64 RELEASE PAPERTO EXPOSE U)64 SELF ADHERED EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) o w 00 FLASHING VERTICALLY FROM Flashing at exterior window and door openinBOTTOM OFgs shall be installed in accordance with one or more of the g@ F A 2 a m z � THRESHOLD following: 8 c lt U v�� a Ot + MECHANICALLY FASTEN AS d 8 O m F g Q ' ' NECESSARY IN CORNERS THROUGH 1.1 The fenestration manufacturers In®tallatbn and flashing instructions, or for applications not addressed .__ gi• in "' Cn (n s 6 N SECTION•A SELF -ADHERED FLASHING In the fenestration manufacturers Instructions, In accordance with the flashing manufacturer's Instructions. `v 6" c Q E 'iti � � d a 1 O (SEE DETAIL WP02) „ Q k7 c°Arn N Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior SELF -ADHERED O+ window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the ,'�, a' to A N" o c FLASHING 2 surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan w s a ®wF- 10 °+ o 'qa flashing shall incorporate flashing or protection at the head and sides. 5E,.� ; ` �'7(1m m•., '., �+ SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional. B s $ "�` ,•;,+,L,�,� �• N 1.3. In accordance with other approved methods. NAILING FLANGE O 4 1.4 In accordance wlth FMA/AAMA 100, FMA/AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA q ; a q" r' s 2 SEAL TOPS OF JOISTS x 10 6 300 or FMA/AAMA/WDMA 400. �, ~ DO NOT FLASH OVER - UNDER DECKING 8 2. At the intersection Of chimneys Or Oth@r masonry construction with frame or stucco walls, with E \ BOTTOM NAILING 8 (SEE DETAIL WP07) 2 % 3. Under and at the ends of masonry,w copings - FLANGE ��� •� �. �P Q.: , projectinglips on both sides under slur "w God or metal copings and sills. 4. Continuously above all wood trim. SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING \/fj/POD+ 65. .AthwaleandrmofpntersectiondsOgsta attachtoawallorfloorassemblyofwood-frame construction. s. $ +P,`�q0 O�,`` HALF ROUND WINDOW EXTERIOR DOOR WITH DECK r" INSIDE CORNER V 1/ V 7. At built -In gutters. y R N SELF ADHERED FLASHING DECK PROTECTOR HE7/8" Cement :2SATHING 7/8" Cement Plaster Plaster o - _ in accordance with in accordance with . SELF -ADHERED ASTMC926 ASTMC926 3 FLASHING PATCH ' , Felt backed metal Felt backed metal S lathe in accordance lathe in accordance SELF -ADHERED FLASHING PROVIDE MIN 8" WATER .., with ASTMC1063 � ♦ Bulldec \`. DECK PROTECTOR RESISTANCE COATING r+^ 4 whh ASTMC1063 EXTERIOR FACE OF BLOCK,AROUND ENTIRE RESISTANCE Building Paper F!t Building Paper �\ 7/16" O.S.B. $ ��i M AROUND THE INTERIOR OF � � W ;Q II I' it THE OPENING AND THE FULL �!''.'� sheathing ( e g e �+ W r. I PRECAST SILL - i sheathing cDOUB JJOISTLE Metal Keep top edge 0 M U SINGLE i 'I t of wee screed I�mor+ d JOIST r ' SELF -ADHERED FLASHING Flashing p y i o Q ] � � j SELF -ADHERED FLASHING 1 . 2" below top Of m ILLUJ G 3112" block (� W 2 Unperforated E W CJ 3' MIN Flange 718" Vulcum s E LL 4 P cauk bottom o W z OWee Screed joint only v Q o m W o 2 5 Maintain Metal Flashing W Bottom of V SELF -ADHERED FLASHING MASONRY INSTALLATION 3-1/7/ Unperforated 8 Ix W o SELF -ADHERED FLASHING WP07 FW P08 WpOg W1/2 o2" ®I o o a \HO.8362x:DECK JOIST OUTSIDE CORNER FLASHING Flange 7/8" Weep Screed b z SAbove heathing 1/2" Cementitious oQQ{ J Decorative Finish m M 3 -c 5 • o, All inside and outside comer will € ♦ Job Information: o• need to be miter N EXTERIOR WINDOW UNIT cut and caulked all lot p CEMT. FIN. Cement Plaster buttjoints need to y in accordance becaulked using BUILDING PAPER SLOPE SLOPE with ASTMC926 0 0 Vulcum caulk for all ,- SLOPE 0.3 in: 12.0 in 0.3 in; 12.0 in over wood 2nd 0.3 in: 12.0 in (0.6 cm! 30.5 cm) (0.6 cm : 30.5 cm) floor (0.6 cm : 30.5 cm) = g'i SELF -ADHERED FLASHING C) p U m WIRE LATH SELF -ADHERED FLASHING ~- EXTERIOR M J N m CEMT. FIN. UJ BUILDING PAPER WIRE LATH > N M � *� 112" Cement m SELF -ADHERED FLASHING Plaster Finish Q z J w m N a 8 1= Block m 0 m U) U) OD LOL WIRE LATH 2 1/2" Perforated E Flange 1/2" Weep $ BUILDING PAPER Screed 8 ♦ Revisions: BUILDING PAPER Cement o. -m t YV Plaster over block 2 1 st floor EXTERIOR WINDOW UNIT CEMT. FIN. Install bottom Slab m ♦ Model Name Number. edge of weep screed 1" below 2265 finish floor x ♦ Plan Issue Date: y OPTIONAL DETAIL <Thursday, June 20, 2019 V1 KA PROJECT NUMBER: 2 2 Note: XIE%lyI E,I r C� i r(,11 The building paper and metal lath 19-4239 3 3 WEEP SCREED DETAIL must be installed over the top of ® Sheet: of: �+ IIr� ,)..)�i�I�a' SELF -ADHERED FLASHING W P 10 T. SELF -ADHERED FLASHING \ /` /P 1 1 MT. SELF -ADHERED FLASHING W P 1 the W2Up SCre@d. SCALE: NOT TO SCALE N CEMT. FINISH WINDOW HEAD CEMFINISH WINDOW SILL V V CEFINISH PARAPET WALL WATER PROOF Q DETAILS 9 Q- 1 4 a .w N 4" E V It 42 F. SL/ EMI M FF ZI Job #: Performed form. 8529 Waterston Blvd 8529 Waterston Blvd Fort Pierce, FI 34951 WIDRYER VENT BOX Sheet 1 Adams Homes 751 se Port St Lucie Blvd. Port St Lucie, FI 34984 �" BATH I U CT TO DDF CAP Scale: 1 : 120 Page 1 Ri g ht-Sul te@ Unl ve rsal 2019 19.0.08 RSU06570 2019-Aug-07 20:13:44 ... Waterston Blvd- ADAMS HOMES.