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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDIC71ON "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUNDCORNERS 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 0 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064 THE 6", OR POLYPROPYLENEFIBERS FOR SLABS ON GRA S. ALL REINFORCING STEEL/ STIRRUPS AND TIES SHALL BE A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SH REINFORCING SHALL BE POSITIVELY SUPPORTED BY TENT USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTIN LINTEL PLAN PAGE, 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING A EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. ALL TOP BARS OF BEAMS. OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 1 1/2" TO FORM U.N.O.. / A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN E TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ kLL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP 1ORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY 3 REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON HESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT FOR WRITTEN APPROVAL. PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE 3000 P.S.I. FOR THE CONCRETE STRENGTH. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) NFPAFLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) 34-43 FBCR Ch. -i4) BULL 70-14, NATIONAL ELECTRICAL CODES TURNEC 2014) & CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE-(AC1318-14) SPECIFICATIONS FOR STRUCTURALCONCRETE - (ACT 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 ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE: EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED METAL OR 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, STRENGTH OF 1900 PSI (f'm =1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C2 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH P OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE WHICHEVER IS LESS. REINFORCING SHALL BE PLACED 114 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE 9; TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL WALLS FOR 3.METAL 10. CONSOLIDATE AND RECONSOLIDATEROUUNIFORM LOADS TO TP POURS PER GRADE N, TYPE 2; CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE 0-12A. MAXII UM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT, THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF A STOP IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BE ABOVE AND BELOW ALL WALL OPENINGS. PER CODE ACI 318-14. COY DE GROUT SHALL BE FLUSH PAYS AND NO ITH TOP OF LOADS FORWA WALL DEFLECTION CRITERIA ROOFTRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR FJOIST*** LL/360 LL/180 LL/360 /36/ LL /480 L/240 TL/120 L/240 TL /240 COMMMENTS: WOVEN IRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 1 7/2" LONG, 11 GAGE NAILS HAVING A 71 6 HEAD OR 7/8' LONG 6 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLYfREF. 201.7 FRG R703.7.1)- R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, *TL MAX 2" UP TO 4AFT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING R703.7.3WATER-RESISTNEBARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER 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 1 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED. SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. - EXTERIOR WINDOW/DOOR OPENINGS. - INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. - UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS.. _ WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURALFRAMING 2. ALL LUMBER SPECIFIED ON. DRAWINGS ARE INTENDED F FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THI 3- ANY WOOD FRAME INTERIOR BEARING WALL STUDS THA SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LI 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CH VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR ST 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING M114 PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICRO 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL ROOF DECK: PLYWOOD C-C/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 ARA RATED (48/2) WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE R DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL MEMBERS SHALL BE S.P.F. #2. R DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS HAVE HOLES IN THE CENTER OF THE STUD UP TO i" DIA. SHALL HAVE STUD PROTECTION qES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP„ U.N.O. MICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO WPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, UNLESS STEEL FASTENERS, DOT SODIUM BORATE (SEX) DOES NOT. ORCt�NCRETE TO BE PRESSURE TREATED. ITH.CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS VALUES U.N.O. - -V5 LAYUP 1.7E Fb=2400 PSIMIN. (LVL) BEAMS: 2.0E Fb- 2600 PSI GLULAM BEAMS: SP/SP 24F AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. 1 OR 15/32" RATED OSB EXPOSURE 1 AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL TOP CHORD DL 7 7 27 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 SO 0 SO 0 10 0 10 TOTAL (PSF) 37 - 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE -* ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 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: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY 8 BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O W 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 25.5 (+) 26.5 20 t-) 28.8 (-) 34.4 Q g 50 (+> gas (+) 24.8 Q 0 27.1 (-) 31.1 (D Q (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3, DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT a S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS 9 S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC 6 5 `���TORS}}��,� S E• 'Al Q E 1.`eP• L OF Q.C�U'"N a e a N S 'oa a B a 0 E a ` cr ffi8�uyW m � v �b QLF WN{ ti W IN 09 OD xr gb t• �� xJJe '� JmJ � �NN�G LL LL N07 BE USED AS WEATHER RESISTANCE BARRIER UNLE S SPECIFIED. TOP CHORD DL 10 (PSF) m 1211i W.40, - w PRE ENGINEERED WOOD TRUSS BOTTOM CHORD LL 0(PSF) SEE FLOOD PLAN FOR ACTUAL PRESSURES �� Wm BOTTOM CHORD OIL 5 (PSF) W N 1.. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER .- .STRUCTURALPLAN Y'� QiS = a 2. STRUCTURAL WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OFTHE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING •3 w 5.� $ W A-1 W m m GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDSQ BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. i g W m 3. TRUSS MEMBERS AND CONNECTIONS SHALLBE PROPORj`IONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 80 (pSF) COMMMENTS: a # 5 IL 0 N 8 a c v, WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND T TAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 1 8 a Z a o 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) g RA W w 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN; BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) a a wwnv:rosa6.can+ THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. ARIES 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLAT CONNECTED WOOD TRUSSES. PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIPREADING ROOMS 60 (PSF) U. m 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES, STACK ROOMS 2,50 (PSF) z SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, - O AND PERMANENT BRACING AND/OR BRIDGING AS REQUIFED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE. SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) L z 11 g f AND SEALED BY A FLORIDA REGISTERED STRUCTURAL E GINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) �dd7 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPA WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS Sffm HOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) 3 Q a • "^'"'- SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AN ALL TRUSS TO TRUSS HANGERS: SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) - n UPLIFT CONNECTORS FOOTNOTES M 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG T THE TOP. @ �' TO UPLIFT OR LATERAL FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w NOT NEED TO HAVE CONNECTORSAPPLIED. PLEASE CO RDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED .NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT.. E MORE INFO. o •0 c FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: I. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the tltleblock of these o - U r a E ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed 2 ai " 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 U , _ 63 P o - - 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER H LE 6" PPEEP 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 =_ c ©� THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT PDXYI(SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the Information contained in these documents, prior to ;p ¢ N o n�o � 4 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 Desfgner/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TQ THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,ar misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to /A DAMS MOMICS 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 V RT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EAR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the c HIS TO FOOTING). information found in these documents. Any questions regarding the ON OF THE BUILDING AND THEREBY SHALL NOT BE i 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION Y BE SUBSTITUTED WITH (1) SIMPSON MTSM15 TWIST STRAP W/ (4) 14"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING. BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION E information found in these plans should be directed to our Quality v FLORIDA CONTRACTORS LICENSE No. CRC1330146 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 d MASONRY ANDACTOR NAILS A TRUSS FOR UPLIFTS LE THAN /4" LB 1/2" (2) MTSM16 FOR UPLIFTS LESS THAN TENS#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be Considered 3000 GULFBREEZE PARKWAY TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT; FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER c MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM1 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5) i/4" x 2 1/4" 71TENS ONE EACH SIDE OF TRUSS. for reimbursement r the Designer/Engineer without advanced @ FLORIDA 32563 PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. a GULFBREEZE, CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. N N0 MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR N MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In aggoj(�ance to the terms of the agreement � MISSED, CONTACT THE FOR FOR SUBSTITUTION. (, V'� © DIVISION LOCATION: .CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS' REVIEWED FOR PORT ST. LUCIE 5 IF MIS 21/2" STAM36 OR M TA 40 STRAP IS BOLT SETMISSED SIMPSON R 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE. INFORMATION. aPe FOR IF STRAPS ARE MISSED UNDER GIRDER IN HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT F' C�OI�IPLIANCE lob Information: LOCATIONS. a 0 MASTER REVISIONS DATE DESCRIPTION (bfZ0 ti O m Ln 0 Mi�r®MSS Lt.l Of Northwest Florida M > o Lo 7,4'On ®�LU� iFl, COPY J pp�� /� /� NW vi y6 LD lL N w � Model Name /Number: N I ._.. V Plan Issue Data: Wednesday, September 2, 2020 VI KA PROJECT NUMBER: MCIDE�L 2020 .6 Y 20-S256 $ Sheet. � Of: t [ COVER SHEET U - AFTSMAN ELEVATION NOTE: ALL FRONT ENTRY COLUMN ,ATIONS USE THE FOLLOWING: ' SQ. CMU BASE W/(2) #5'S .F. W/6X6 POST W/SIMPSON U66 W/ 5/W ATR & (12) 16d ILS IN CENTER W/COLUMN WRAP E ELEVATION FOR BASE HEIGHT 0 A HOSE BIBB 61J C a «11F.M 20'.6" CD11 Aid S-3 C6 TYP. - — - — - — - — - — --- 0'- — - — -- - — - — -� iBM3 BM3 i OCOVERED 6M5 PATIO O 20 x 10 BM5 O I DBL 25 SH O 2868 35 SH ;�2 33 SH \ \ 00 oo Z LO y Z �N a In J `� M 3'-O" 5c8" `\ 26 OW NER � BATH / � — G.T. — - — VAULTED-C.r ao OGAR fAT ROOM NER'S E R M ail, I VAULT CEILING VAULTED CEILING 1.15'-10" 13'-6" 110'-4" O Q I W I Z 00 <D w I Z. J I F J J w � S01 S-2 I� z - w N 2468 - _> _ _ - - 1R- - - VAULTED CEILING NOOK VAULT CEILING I -aMo WS01 &2 10'-10" 2,-4" 4'-6" 6'-2" 1R/1SH rl , 2668 iq - ' 1R/1SH--- 45 DEG. 1R/1SH 1 PIECE (TYP.) 2688::. ETUBFIBERGLAS 2,6„4'-8" 5, 5„ 3, 8" , 0., 12'-8. 36" FLAT BAR ' TOP ON 341h' BA '0' N CEILING Iw O ALL I r _ BEDROOM# )I , q' `�' ut VAULTED CEILING---------------- N _-_ _____ ____ in -- ---_ - - �- - ---ip N �`; ---------------- I0 --------- ----T--_ DOOR, PER o --�-- D ACCESSIBILITY `� I DBL. CODE m SINK Z N cv N „ N i n I I „ ' HANSON BOX DRYER VENT , Q Z a 4 KITCHEN ao 0 36" AFF - THRU ROOF 00 MAX LGT 35'-0" M I VERIFY . LOCATION 11r- gag ;h.{ VAULTED CLG. "') m N m q W/ BUILDER I' , o 2.' 8' 10" I 1 12'-8- p O x WASH DRY I %t N a W I w N in °' I N ti BEDROO #4 a , 50 8 _ ct, C 3 LAUN• i VAULTED CEIU 1O'CLG. G - - �-- ". 4'-2" 5'-0" 0 = lI re-. 2688 LL E2 _ 2868 a 12'-2" 3'-8" 47$" iD 29'4" W.H. SHr+NED WALLS TO A/C - NOTE: BUILDER TO PROVIDE , I APPLIANCE PROTECTION IF ' - REQUIRED BY MUNICIPALITY. M SEE SHEET 4 FOR DETAILS in m �— — - — _- -- `'s —DINING - — - — — - — - — - — - — -- — — I— —- — - — - — -- I ING RO "M ' -----------" I VAULTED CEILIN6 C2 - ATTIC ACCESS I YE R MS03 WF39 O'CEILING S-1 LOCATE IN FIELD. ' 03 S-1 S3 .------------• 0' h FI / WF01 o S3 Hi 3 CAR GARAGE / C$D034-,,.....:. © .114 & CEILING o EGRESS _ _ _ _ LIFE OF GARAGE DOOR- _ _ _ , _% - --, ----------LIUE9E8AGE.QQQR------------- I, , 25 SH 25SH ENTRY O O .� M1 10' CEILING N ■ ES3 2'4" 4'-6" 4'-10" 16" SQUARE COLUMN D21 S.y I S2 S-2 i 8 X OVERHEAD DOOR 16 x 7 OVERHEAD DOOR 8'-01, 2'-0" 16'-0" 2',0" 8'-0" '-4" 20'-0" 10'-0" 49'-8" —I• HOSE BIBS 0 ro N � I I FLOOR PLAN. SCALE: 1/4" = 1'-0" ALL ELEVATIONS 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B +27.6 / -29.9 © +27.6 / -37.0 +26.5 / -28.8 O +26.5 / 34.4 O+24.5 / -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 — WALL. LEGEND 9 a FRAMED WALL REARING FRAME WALL ,S ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 3 MASONRY WALL v GENERAL NOTES" t R302.5.1 Door from garage into house must be a r minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. ! t i Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through ; the soffit if solid soffit Is Installed W-O" on each side of i the venting. ; R302.6 The garage shall be separated from the j residence and it's attic by not less then 3./2-inch (12 7mm) gypsum board applied to the garage side. , Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15 9mm) type X gypsum board or equivalent. Where i the separation Is a floor -coiling assembly, the I structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) , gypsum board or equivalent. ! R312.2.1 Window sills In dwelling units, where the I opening of an operable window Is located more than 72 Inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening , of the window shall be a minimum of 24 Inches ' (610 mm) above the finished floor of the room In 1 which the window is located- Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 44nchdlameter (102 mm) y Sphere cannot pass. i R308.4.2 All windows within 2'-0" of doors and In shower or tub areas will be safety tempered glass. , Ceiling for exterior entries and covered porches to ' have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. ' 1X T&G acceptable for substitution. I EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shell be weatherstrlpped and Insulated to a level 1 equivalent to the insulation on the surrounding surfaces. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer &.dryer unitsI (washer unit to be always on left side when facing units) hanson box @ 36" aff Callings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7dscrew shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer speclflcatlons OR , ST" LUCIE W1UkA f " BOCC `,,�6�o T RgFs,,J.e 'E tW LLI p R .• rL`�.• _ m v go ga= (J rm e a� re g ri aZR 0°'a¢ z � a'°� �$ W IL oa0 fY m O F' 0 �£ �� qq 'g� 4NNl.FUeaV6.COM ❑ D ❑ (9 � Z_ O Z N ay — a — m Z M LA 4� W OV w c Ln J 1 M 11 Hat Q N �om i A;D;Aaa= ' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFEIREEZE PARKWAY GULF BREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: 9 8 ti 0 w FILE COPY c Ln `1 c W y } C i O N O d7 in 3 3 z 0J In Q VI Model Name / Number: 0 ♦ Plan Issue Date: AREA CALCULATIONS 1Et FLOOR 2020 S.F. a Wednesday, September 2, 2020 VI KA PROJECT NUMBER: TOTAL LIVING (AC) 2020 S.F. 20-5256 9AFt.AGE 593 S.F. a m Sheet: /� Of: COVERED ENTRY (BASE) 34 S.F. RR 2 COVERED PATIO/LANAI 200 S.F. - TOTAL AREA UNDER ROOF. 2847 S.F. 8 FLOOR PLAN BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES. CAP.(Plf) TOP BOTTOM NO BW1 16" (2) 16d TOENAILS (2)16d TOENAILS SPF UPLIFT BW2 16" SP2 W/ (6}10d SP1 W/ (8}10d SPF 402 STUD, (6)10d PLATE STUD, (4) 10d PATE BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PATE STUD, 4 10d PATE NO BW4 16^ (2)16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (6)-10d 16" STUD (6) 10d PATE STUD 4 10d PATE SYP 439 12) SP2 W/ (6) 10d SP1 W/ (6)-10d BW6 18. STUD 6 10d PATE STUD, (4) 10d PATE SYP 878 NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BWB. SP2 W/ (6}10d SP1 W/ (6}10d 12" STUD, (6) lOd PATE STUD, (4) 10d PATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6}SOd BW9 12' STUD, (6) 10d PATE STUD, (4)10d PATE SPF 1070 5W10 12- (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6)-iOd SP1 W/ (61.10d 12" STUD, (6) SOd PLATE STUD, (4) 10d PATE SYP 585 BW12 1Y' STUD, (6)10d)P ATE STUD, ()610d PLATE SYP 1170 BW13 NOT USED DOUBLE 2x TOP PLATE TOP 0F WALE SEE PLAN-4T MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MSO3/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULEABOVE F.F. SEE FOUNDATION l 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 MIN. 7" EMBEDMENT PAST STEP. DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 034 O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/Bd NAILS AT 400C SEE GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 UNO ON PAN. - 3. CONNECTIONS TO BE INSTALLED 70 EACH STUD AS INDICATED 4. SP4, SPB AND BPS CONNECTORS CAN BE SUBSTITUTED IN PACE FOR THE SPi AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN, OD W 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO 1 SIDE OF WALL 7/16" OSB PLYWOOD / ( ) 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, SWIG THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPl/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH. THE STUD INTO THE PATE TO ACHIEVE THE. TABLE LOAD. 10d= 0.148" DIA x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8)1/4" X 1 1 2" - 2145I SDS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) -16d TOENAILS. 0 C4 (4) 2 x 4 SPF #2 ...ANCHOR* DTT27 W/ 1/2" WEDGE & (8) 1/4' X 11 2" 2145 SDS SCREWS 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** _ C5 SYP POST & (12) - 15d NAILS ' U 262665 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABUS8 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 3.5 x 3.5 P.L. 1.8EFb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4- 2 1/2" SDS WS &5/8" EPDXY x- 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5x5.25 P.L. HDU5-SDS2.5 W/(14) 1/4- x C9 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" E KOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 l 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDUBSDS2.6 W/ (20) 1/4- 2 1/2" SDS WS & 7/8" EPDXY x 5970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8EFb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4- 2 1/2" SDS WS & 7/8" E13OXY. x 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/ " x C12 1.8EFb=2400 PSI 2 1/2" SDS WS &7/8" E OXY 7870 (WOLMANIZED IFEXT. ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS. TO MATCH WAL L WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6- EMBEDMENT FOR 5/8" ATR. 8" EMBEDMENT FOR 7/8" ATR 5. IF [C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PAN FOR ATTACHME 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CDR OSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE S JOSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. CUN APPLICATION NAIL DIA: LENGTH NAIL SPACING Sd OA31" X 2'h" 0.131" X 2 34" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148' X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 31A" 0.131' X 3'A" 1 1 NAILS & TOP PATE 12d 0.148' X 3'A" OA31" X 3?A- S" O.C.(COMM N) STUD WALL 6" O.C. GUN NI - CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMM N) ,STUD PACK 6" O.C. ISN IL COLUMNS 16d 6.162" X 31h- 0,131" X 3'A" (2)16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M OSB FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2)SIMPSON HETA16 TO CMU D.C. TYP EACH SIDE COL. U.N.O. ON ROOF PAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FUTCH 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. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 111/4' LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" BOB WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C, TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4" x 11 7/8" LVL 2.DE Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE CONNE VI DE (2) CONESIMPSON M5 TOGETHER USING (2) ROWS LSTA24 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 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 PLAN. GENERAL BEAM NOTES 1. VERIFY. WITH PAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H7 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET OH3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/T' FLITCH PLATE THIS SHEET H5 (3) - 1 3/4" X 11 1/4 ATTACH' TOGETHER W/ (2) ROWS 1/4" X 3.1/Z LVL 2,0E Fb=2600 PSI BOB WD SCREWS @ 16' B.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 REQ. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA, END 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 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O,R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF. SEE PLAN Z o ."•p N #5 FM01 I SINGLE STORY FTG REINF. SEE PLAN _ _ = _F_F, --III---I11 #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8" OPTIONAL CURB FOR ' F.F VARIES MASONRY @ ELEV. 0'-0" - W/ (1) - #5 BAR CONT. " r i REINF. N 2 STORY: 20" X 20" W 3 - #5 CONT. SEE PAN ; r BEARING 16" • (2) # 5 REBAR 1/2" = r-0" FM02 I SECTION @ GARAGE 1 1/2" = 1 -0" FM03 ITHICKENED EDGE 11/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. _ GAR. FIN. FLR. -� ( ALIGN DRIVE W/ BOTTOM OF _ RECESS & PITCH DRIVE N Z STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10' O.C. TYP. 16" (2) #5 REBAR FM09 FsECTION @ GAR. DOOR 1 1/2" =1'-0" 2x BRG. WALL' 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) EE PAN N :ram--•�;' 4" 16" 4" i 245 REBAR =1w, I' = 1'-0" I I „TUTTTg11 p TGRf3��i .`QP •�N S E • 0i A '. CO Q S 1cj".) o I hT1111:T �TVa N N G7 to cv00 *k J xx o$N LL.LL LL Ib'*r�'+m gaa5 a w tq L9��1&,sSE a w w a rc Z g a z z o 3p Q WE-m- m F III STEP DOWN BRG. 1/2"=1'-0" a '�$e m J O N OPTIONAL CURB SLOPED GROUT SEE PLAN w a WNW.FDSEAG.GDN ❑ 110 OR MASONRY AT TO DRAIN 4"x 4"x16" m w SEE PLAN ar 0 ELEV. 0'-0" WITH CURB y TYP. SEC. = z M (1) #5 BAR CONT, R 8" 1 -I (G.C. VERIFY) aD � z o -) c z ci Z y F.F. REINF, ¢ " 3 3 # (SEE PLAN) d . 2 #5 CONT. a N INSTALL LINING :- ..,* ; w JLOU� 2 #5 BENT BARS W/MATERIALS PER " w FBC•R P2709.2rn MIN. 25" LAP SPLICE $ z M G N t,J • � MUDDED FLR. ',. -°�'• SLOPED TO DRAIN MIN. °' f� a "• #5 CONT. E V d FM14 SECTION @ RECESS SHOWER 1/2"=1"-a' FM: TYP. STEP FTG. DETAIL 1/2- 1-0" 0 ALTERNATE: REINF. a THE REINF. BARS SHALL BE GRADE co CONTINUOUS AROUND CORNER 4 #5 CONT REINF. SEE PAN 3° 641 'r'S v m S BY COLD BENDING THE BAR WITH SEE END. FOR U 100 Q MIN. BAR LAP OF 25" QUANTITY00 #5 X 25" X 25" ) a w o m Iq m CORNER BAR ONE cw FOR EA. HORIz. DAMS HOMES I,,] REBAR, TYP. U.N.O. w .p }P•��nl�nnn�� (2) #5 REBAR 16" m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 • A/C CHASE 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE 2 STORY: 20" x 10" a GULFBREEZE FLORIDA 32563 THRU FOOTING WA3) - #5 CONT. N r DIVISION LocarloN: FM19 TYP. CORNER BAR DETAIL 1-1/2"=r-0 FM23 TYP. FND PENETRATION REVI ]Fl PORT ST. LUCIE STEMWALL SCHEDULE SEE (- h) HEIGHHTT h) FOOTING DIMENSION NUMBER/SIZE OF BARS AT. MAXIMUM F.C. SPACING (D.C.) 0`-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS a674# 61-8. >2'-0"-3'4" 10" 10. 20" 24" W/ (3) #5 BARS 674# 5'4" >3'-4"-4'-0" 12" 12" 32" 32". W/(4)#5 BARS 845# 4'-0" >4'-0"-5'-4" 16" 18" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C, TRANSV. 1162# 2''8" SEE FOUNDATION PAN FOR F.C. SPACING ABOVE SLAB LEVEL CODE COMPL.1 Job information: ST. I."UCIE COL rY BOCC s >- rn p N m 9 Z C LO L ' 1 W 0 0) O m O y NOTES: E Dt° i 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS; JAMBS, WALL I- U O E e INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM O J L -I Z) v c SEE CHART Aev. M UL F.C. SPACING (O.C.)" a SPACING STATED IN SCHEDULE Ln m LL W.W.M. TO BE TIED TO #5 aD "� �� 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND � _J VI Model Name/ Number: CONT. REBAR ERT. F.C. ABV. MR WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND 111 #5 HDRIZ. CONT. TIED TO PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EA VERTICAL REINF. BAR ' E NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4•-0" INTO SLAB/ STEM + #4 TURN BAR @ STEM #9 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO WALLS GREATER THAN CONSTRUCTION FOR MORE INFORMATION 8 111 #5 HDRIZ. CONT. TIED TO " -` >' ` 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK Plan Issue Date: EA. VERTICAL REINF. B ;, ° „ *te" FILLING IS TAKING PLACE RN GRADE-8" MIN. # V .c. 5. #5 HORIZONTAL CORNER BARS WITH 4'-O" LEGS IN KNOCKOUT BLOCK @ 16" Wednesday, September 2, 2020 To Top OF n •, - „ . e^ h + `, O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" F PROJECT NUMBER: STRIP ITS +#+! .0 TALL (TYPICAL ALL CORNERS) 'yydV KA COMPACTED CLEAN FILL " IN MAX 12" LIFTS - ' ` " +°'• ' a•.. (.. ' 6. IF STEMWALL IS WITH IN 6'-0" OF POOL OR WATER FEATURE FOUNDATIONS IG cep 20-5256 STRIP FrG. W/ QTY OF "MIN. COVER *SEE NDTE 5 7. ALL STEM WALLS GREATER THAN 14) COURSES SHALL BE FULLY GROUTED. �01v,. , Sheet: !, �/ Of: d REINF. PER SCHEDULE b 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE (3 SHOWN) PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 0 N 3 1 9. EXTERIOR SHORING BY CONTRACTOR AS REQ•D WHEN STEM IS OVER 4'-0" TALL Nm -o . SCHEDULES & DETAILS FMASW STEM WALL SCHEDULE NTS 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 = 2,020 x 3 = 6,060 APPLIANCE CIRCUITS RANGE B500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 1 400 GEN LIGHT'G & RECEPT. +APP. CIR. = 34,610 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,610 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 40% OF "A" = (.40 x 24,610) = 9,844 + 100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 39,844 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL ^) 24 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.IL ALTERNATIVE PROTECTION BARRIER N.T.S. ----------0-------------- y -INSTALL FAN BOX PREWIRE WP GFl HOSE BIBB ,INSTALL FAN BOX PREWIRE I III FAN s )REWIRE Nis CO V � 1+-1 INSTALL FAN I BOX PREWIRE , ---- - - - - -- --- -I \`--—— — — — — —— — — — —— — r— — — — - —— g '{ I I I Po D/W ---- - D r -1 \ - --- " X PREWIRE Fl i I GFI - ------- - CM - = J T-r B STALL FAN REW E 1� -- - — I I IBM <II. GFI I I I \ HOOD GFI GM ,O (R - 0 t1 OR ' � � >..�. � ,.„+s,� • :+� - --- - I I GF ,t I I \I. ' 226 I �XINSTALL FAN ' WASH DRY I BOX PREWIRE I GFl 1 VERIFY OLOCATION IN FIELD FOR ELEC. METER WP GM ELEC. METER 1 220 ELECTRICAL 220 ORPANEL nWH. 942" I IM/ 1 —CTR_OF WINDOW — Il�r--- —- —- \ \ _�� =\ \ ` (ATTIC ELECTRIC'-,4 \ ' GFl IF REQ'D 13Y CODE @ 42" - - / / GR FOR GARAGE FOR GARAGE DOOR OPENER • I WP GFl n n , n / u / ______________________ ---------OPENER.- , -------------- ----- I I I I NOTE: LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL , BE ADDED AT METER LOCATION. ; ; GM ; 0 42 COACH UGHT I I I I I 1 I I I I 1 I HOSE BIBB __ - __ _ _ - _ - — - — - COACH LIGHT COACH LIGHT COACH LIGHT 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 35" 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 R31.4.1 AND LISTED IN ACCORDANCE WITH UL217 B. PROVIDE AFCis (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITIONFBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. S. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 65 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 J-W FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR E3902.6 14. 1N 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 Gth 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 IS 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—ii n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET o 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT N ' DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET DI0 P DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN 0 LOW VOLTAGE LIGHTING (�- BATH FAN W/ LIGHT I C INTERCOM SYSTEM L.E.D. DISC LIGHT M1 GARAGE DOORPUSH BUTTON EVI EWE OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDEDL° " LU C' E C SAME AS UNDERGROUND 200 AMP SERVICE WITH ELECTRICAL CONTRA B O C( l,�� hr = 2/0 COPPER OR 410 ALUMN. IN 2" CONDUIT I — IN ELECTICIAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS METER Mp,IN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BV POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYPELECTRICAL #12 COPPER TO APPLIANCES AND GM PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE C ERSYSTEM #BTOHVAC r NDING 2MINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER e) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) aONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. m m �co ft Q mume min�t�v 'S W pp 6 IQ �+m a t o Q B o w LL z 6 s � fS INWF)8EVG.CGN ❑ ❑Q❑ m i�J v 0 = Z CQm� N O W L Z () e Z 3 Z N o N O ro n7 1 ILA, _ l o � LL E — ua N° w p Ln L LIT V � M -NE O w Lt V w _ = coo IC�3 44 N A DAMS HOMES `s a d FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: CE PORT ST. LUCIE Job Information: g g g ,4 ti n M m z cLO LO �0 0) aO / m 3 o � G v J z In I—`S0 'i a p —j LL"I :D c? o JmW()In w 'noW Model Name /Number. v Plan Issue Date: Wednesday, September 2, 2020 KA PROJECT NUMBER; Y 20-5256 Sheet: 4 Of: h �D ELECTRICAL PLAN BEARING @ ENTRY — BEARING @ GARAGE FIN. FLR. 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48' OFF RIDGE VENT W'DOW HEAD HGT ■ 0 io 25 SH 25 SH FIN. FLR. — 25 SH 12 ALL 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING CULTURED STONE VENEER TYP. RIGHT ELEVATION TR" SCALE: 1/4" =1'-O" TOP OF BLOCK FIN. FLR. 2840 SH 35 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48. OFF RIDGE VENT - 48' OFF RIDGE VENT \ 12 6t 12 \ 1 6 LlLITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH SOP OF co ao u; DBL 25 SH — FIN. FLR. 2868 FRENCH DOOR RE R ELEVATI SCALE; �/4" =1'-O" VENTILATION CALCULATION Formula = SF / 300 / 2 * 1" = net sq inches-. of venting needed equally for intake and exhaust Soffit produCt pmvides 4.12 net in / sf , Ridge vent provides: 18.00 net sq in / If Off ride vent provides'' 138.00 net sq in / sf Overhang distance 1:33ft S.F.ofAreatobevented .(SF) 2847s.E. Total needed for exhaustforupper 1/3 683 netsginches Total needed for intake (soffit area, lower) 683 netsq inches Numberof Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 38 Lineal Feet of Soffitneeded to meet required 125 Lineal 'Feet of Soffit Drovided by olan 208 _ TOP OF BLOCK FIN. FLR. --- --------- I 1 1'-OII I I I I I BEARING @ TOP OF BLO W'DOW HEAD HGT - — — - — - — CULTURED STONE VENEER T)(P. 00 25 SH LEFT ELEVATION "C,R'° SCALE: 114" = 1'-C" 4 ENTRY BRG. @ 10'-0" CEILING@ 10_-0"A.F.F.= ------- OP OF BLOCK 00 00 - ;o FlN.,,FLR RAISED 6" BAND 25 SH 25 SH 3068 DOOR W/ 16" HIGH TYP. TRAN. AIV- DOOR STYLE MAY VARY LITE TEXTURED DECORATIVE CULTURED REFER TO SPECIFICATIONS CEMENTITIOUS COATING STONE VENEER TYP 0 0 0 00 FIN. FLR. 12 \6 --DECO. SHAKE / SIDING TYP. �� n�nnnnnn = 16' X 7' 32 PANEL OVERHEAD DOOR FRONT ELEVATION "CR" SCALE: 1/4" =1'-O" o,tgtf irripT ``,et�0�� .... R . S rrir'r Qq ° Et4 E r: .G • LL rn l a N V C 2 a (:, 0 c W E a o 00 a; N 6y Sgy�y�"p t%W p (yZ LQ Q 9a G b L 1,LL'1 t� 8 2 °� zzo v ¢ _ w2r" will R25� P 16 8 IL m $ ° m o d8 0 IL a 0: p v_7 a m 3 m n z o z8 Z� � Z � � N 2 y E L) N 1 u _ O _ tt19 00 n C ti UOD 4 �o� ! , 0 _ DAMS HOMES REVIEWE CODE COMP ONTRACTORS LICENSE NO. CRC1330146 ST. LUCIE C 46 QULFBREEZE PARKWAY FBREEZEr FLORIDA 32563 B0C — v DIVISION LOCATION: PORT ST. LUCIE Job Information: a FIL Cov m a _TOP OF BLOCKti El El g > to t0 O qj. cs �� 3� s z F- C) pp JW:D L 00 M 0 to to L? OP fy Model Name /Number: El E7111 ❑ - FIN_FLR V I 'Plan Issue Date: Wednesday, September 2, 2020 W KA PROJECT NUMBER: 20-5256 a m Sheet: 5 Of: 0 _Q ELEVATIONS - CR SEE DE G.C. TO PR BLOCKING W/ APA RE FOR SPAN) 7/16" OSE SEE"HIP/F BLOCKING" * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECT1ONS 20'-0" MAX 20'-0" MAX r. TB03 EQ' d W Q CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAILTBO4- 4 )VIDE DETAIL THOS `T TO COMPLY )OMENDATIONS- IATING OF _ _ o IDGE - -_ - DETAIL O Z W Q V O 4 eH O d TOP & BOTTOM CHORD GABLE END BRACING @ - 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS U C1V 4 FT. O 0 L___________________________________________________ i_- 1 4 FT na I g 1 L 1 0, 0 i OOx -------------------------- - 2-- 5FT, 4FT. � - ------------- l O O 5 FT. 4 FT. U2 O 1 O O 1 1 O 4 FT, 4 FT. O- -- --- O - - O O 4 FT. O3 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE. © NAIL AT TOP PLATE TWO ROWS@4"O.C. W/8d COMMON NAIL © OPENING PERIMETER 3" O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) NAIL @ ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ Ed COMMON NAIL ZONE 2: Sd RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C- ON EDGE AND 4" O.0 IN FIELD E0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 51W PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15W OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN,131" X 2 1/2" DONOVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE $HEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY; ATTACH 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 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" 0-C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSS EXPOSURE) - SHEATHING (2)-2XTOP PLATE 15/32" DSB - BEYOND. EXPOSURE) SHEATHING II II u I II II II II II II PROVIDE I II BLOCKING AS II II REQUIRED PER SECTION X-X IF NOT FULL II it HEIGHT SHEET II II II II II II II 11 0 LOORSYSTE W Z W g 2 ao�0 z N ��08Z) O I73 m 1L (r p'- N W 2 `LL U) LL ft WALL SHEATHING 2X4 P.T. BASE 2xRIBBON PLATE BEYOND IS VERTICAL HORIZONTAL SEE PLAN OR BLOCKING WA ELEVATION DIAGRAM BETWEEN "S" = NAIL FLOOR SPACING SYSTEM AT ALL PANEL BLOCKING -- - 1-11==Ir=R- If II II II 11 SOLID2x I I II- II II I BLOCKING @ ALL = w III 111 II II - IL 1 SHEATHING N III III III It 11 II 1 III II II EDGES (SEE M in SECTION XX) N� III III 111 OPENING II II - - - - II II II I III III II II II III II II 11 2x STUDS W BEYOND. w I I I II I III )III 1 11 II I II II IHI II II it II I II II t I SEE PLAN O � o- III II II I II II II II I w LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ W16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED BLOCKING SECTION X-X `CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.s. 1 14 11,hal 7 2 Vault EXPOSED TO WIND 10, 3V C5V F PlYA08 A07� A06 F AOk 2 Vault 10' eilin n 7> 3/12 Vault T 2 moult TRUSS LAYOUT "CRT.T SCALE: 1/4" -1'-0„ no v W 1.1 83 II w II LOU 3/12 Vault iM UJ II w II 46 U R U LO U ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION SHINGLE LOADING C5 E7 C1 HD 100PTH F SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTORS FASTENERS SPF gyp CONNECTOR& FASTENERS SPF SYP OFRAMETO HETA16w1(9)1G1x110OR HTA16w/(10)10dx1//2"OR MASONRY HETA WOI)1Wxi 1/7 1810 HTA20w/(10)10dx 11Pi" 1585 1870 OFRAME TO FRAME H2SAw/(10)Bd NAILS 535 NO R77A W)(1O)Bd NAILS 515 585 O FRAMETO H1OAw/p8)1Odz1 la" 1015 1040 RT1SAw1n7p00x11W 895 1020 FRAME H1OA-2w/(18)tOdz11/2"AT2PLYTRUSSES 930 IM RT1&2w1(16)10dxl IMAT2PLYTRUSSES NIS imo O FRAMETO MTS12w/(14)10dx1112"IATEXTERIOR 880 MTW12 w/(14)10d x I 1/2NAT EXTERIOR FRAME LOCATION INCLUDE (3) 12d TOENAILS) LOCATION INCLUDE (3)12d TOENAILS) 1005 1195 OPRIME TO MGTW(22)10d NAILSAND SaW A.T.R. vd 17 3330 MI1GT15 wAZB)lW NAILS AND SN• A.T.R wl MASONRY EMBEDMENT W/ SIMPSON TET'EPDXY $966 12'EMBEDMEWwISIMP90N"SET"EPDXY 3330 4495 FRAMETO H7S2Ow/124)1OdxI UT(ATEXTERIOFI HTW2Ow)(24)10dx112"(ATEXTERIOR O FRAME LOCATION INCLUDE(3)12d TOENAILS 1245 1310 LOCATION INCLUDE(3)12d TOENAILS 1285 1530 TO (2) HT920 w/(48)10d x 1 1IT (AT EXTERIOR R) HTW20,d(48)1Od x 1 112" (AT EXTERIOR QFRAME FRAME LOCATION INCLUDE(D12d TOENAILS �� 28� LOCATION INCLUDE(S)12d TOENAILS (EA) 25]0 3oB0 FRM4ETO HGT-2W/(16)10d NAILS AND (2) 5'S' A.T.R. HUGT2w1(18)IIMNAILSAND(2)W ATA. c © MASONRY w/12"EMBEDMENTW/SIMPSON "SET" 10690 d 17 EMBEDMENT V SIMPSON"SET" 7020 9790 y' EPDXY (MGT.3 FOR 3�PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAME TO FGTR W/(19)1/4"x T SOS WOOD SCREWS RFU9 wl (121 W33 WOOD SCREWSAND MASONRY AND (2)12"z3"TITER HD ANCHOR BOLTS 3400 4725 (4)3M"x&"WEDGE-BOLT 7100 N (1) LOT2 w/(16) 161 SINKERS m Ji FRAME TO &MIA"x2-114"TREN2 1750 2030 Q MASONRY SEE NOTE #B BELOW c J2 FRAMETO MASONRY/ (2)LGT2114-TIFN SINKERS BS) 3600-M (FOR 4060M (2)LUGi2 w/(32)B181 3100-M 310U-M m O FRAME (28)1W/SINKER OR (28)1Btl SINKERS FOR FRAME 9240.E FRAME( (EA) 9770.E OLSINKERS&(10) lwx3°WEDGE430LT (2 PLY TRUSS) OR(92)led 31NIQ=R3 FOR FRAME (F�1) M8 F 4520.F R cy� 8 ,O FRAME TO MASONRY/ 12) LOT3w/(24) iM"x 3'SOS SCREWS 8(8)S18°z5'TREN PLYTRU391 4730-M 6570-M (2)LUGT9 w/I24)1M"x212'W525 6480-M 7050-M FRAME I2 OR (52) IW SINKERS FOR FRAME (EA) 5010-F 8000-F SCREWS&(4)3'8"x5"WS(2PLYTRUSS) OR (50)16d $INNER$ FOR FRAME (EA) 8480.F 7710-F `o c O BEAMTO HU4100PTHUC4IOw1n8)16d&IIO)IOd GY2680 HD4100FTHD4101Fw1(20)18d9(10)10d 003080 '0 BEAM NAILS Uk/a9$ NAILS U#1950 N BEAM TO HU410 OPT HUG410W(18) TNEN E ©Ga4500 4 D4101 w1(20)1/4 x3 0#3355 MASONRY' 1W,23'4"&(to)1Od NAIL$ LMR800 WEDGE.SOLT B(10) 10d NAILS Uif850 G ©BEAM TO HUM OPT HUC46 w/ (6)10d NAILS 8 OM 540 G03000 HD460PT H1148 w1(6) IOtl NAILS & 0#1626 G#2015 MASONRYI (12)1W x2&4"TITEN(TO MAS.) UM980 LM1133 (12)1/4'x2&4"TAPDOM(TO MAS.) UM1030 U#85o FRAME OR (12) 16d&(6)'Wd(FOR FRAME) SYP-F SYPW OR (12) 1Bd&(B) I ad (FOR FRAME) SYP-F SYP-M OFRMF TO(2) HETA16 OPT (2) HETA20 (2) HTA16 OPT (2) KTA20 M MASONRY 14PLY w1 10 10d z 1 1/2" OR 1920 1920 1870 MASONRY 2-PLYW/(12)16d 2365 2M8 1-PLY PLYWi(12)16d • 2430 n HTSM16 W/(8)10d.NNLSAND (4)1145d 1/4" 955 1110 HTWM16 W (6)IOd NAILS AND (4) IN'XI 314" 1145 1225 AI OFRAME TO TAPORNS WEDGE -BOLT MASONRY OR HISM20 w/(10)1Od NAILS AND (4) 114"x21/4" 955 1110 HTWM20 W1(IO)1Od NAILS AND (4) V4"xl 3M° 1145 1126 p TAPCONS WEDGE -BOLT t ©MASFRAONRO H/05 w/(B)Wx11IT NAILS AND (2)943°x4' � \\ `OT.1TT1 MASONRY TITAN IL 780 910 3 FRAME TO DTT2Z w/(8)114-xi 12"SDS WOOD DTB-TZ wI(8) lie xi 12° WS1SW000 c \ ��. MASONRY SCREWS AND (1) 12'B A.T.R EPDXIEDW/ I 2145 SCREWS AND (1) 12' O A.T.R. EPDXIED W/ 1510 1835 ``\ Q, ;y �' S .0 SIMPSON"BET" SEE NOTE#4) SIMPSON'SET'(SEE NOTE #4 E \ Q� FRAME TO HITS W(20)10dx212"NAILS AND (1)&a-9 HTT45W/(23)1Gdx212"NAILSAND(1) •• ••'� ® MASONRY A.T.R. EPDXIED WI SIMPSON "SET" 4375 SOBO 618'B A.T.R. EPDXIED W/ SIMPSON "SET' - 5005 2 $EE NOTEW4 BELOW SEE NOTE #4 BELOW)E ®...I : �p FRAMETO HIT4 w(18)16dx212'NAILS AND (1) 5W 0. HTT45 WI(18) 10d x212' NAILS AND (1) >, A.T.R.EPDXIED w/SIMPSON SET" 3640 4235 SG°B A.T.R. EPDXIED w/SIMPSON"SET' - 4160 5 f MASONRY (SEE NOTE#4 BELOW) BEE NOTE k4 BELO s r c OFRAME TO 3 •� �-� '{. f •. T FRAME H703 M(24)70dx1117 NAILS 785 910 LUGTI W/(23) 8d x111Z NAILS an 1045 0 OFRAME TO HM9KTW1(4)1/4"x11W$DSWOO RTiBMw/19)1Ddx112'NMLSB m o'�11•• -+ 760 780 1395 1395 a ✓ ±= MASONRY 8CREW38(5)1/4"x21M"TAPCON3 (4)tl4"xi&4"TAPCONS OFRAME TO VOT w/115) 1M'X3'SDS WOOD SCREWS& ``tB T T V MASONRY (1) NO AT.R. f:PDX1EDwl&MASON"SET" 3555 4940 JZ J�#i (O w112, MIN. EMBEDMENT .- T] OFRAME TO (2) VGT wl (32)1/4'x3" SDS WOOD SCREWS o d W 8 2 &8'O A.T.R. EPDXIED .1 SIMPSON 5170 7195 0 C MASONRY O"SET"W/12"MIN. EMBEDMENT yj T7 VOT w/(16)1/4'kY 3DS WOOD SCREWS & o O FRAMEToHDU4SOS2SW(10) 14'U 1175M WOOD 3285 4686 `MGi15 w/(2Z)10tl NAILS 8HTT45 w/(18) - 4160 a FRAME SCREWS&n)6WSAT.R. 1Od NMLS01)5Ir0A.T.R, LO OFRAME i0 (2) HTTS w/ (52) iBd"x212" NAILS 8 (21 HTT45 w/ (q 1Bd'x21/2' NAIL3 J2 Y FRAME (1) G18'B A.T.R, NOTE IN) 4376 SO90 8n)6A{"9 AT.R(SEE NOTE MI) - ' c OFNFRAI PANNF(:TM N[1TFQ. - T 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS I BEAMS WI(2)12d TOENAILS. E 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. p w 3. G.C. MAY USE EKHER SIMPSON OR LISP CONNECTIONS, SEE FRAMING PLAN FOR CONVECTOR CALL OUT. 'S YAP co y. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT 3YP#12"x4"TO TRUSS VERTICAL WEBW/(2)ROW$OF 10d NAILS@ YO.C. STAGGERED. �y� p' � t�0 5. 12"MIN. AT.R. EMBEDMENT CMU BOND BEAM U.N.O. = SoS 0. SCAB TRUSS CHORD W/4'-0'2x SYP42(MATCH CHORD LUMBER SIZE)W(2)ROWS 1Od 04"FROM ENO 84"O,C. g OggC13 F (uDj W Brp STAGGERED; CENTER AT CONNECTOR LOCATION AS 7 3 . ��d MUCHASPOSSIBLE. a LL LL W m oo g �y m08m,pywm£ ¢W. AO MINIMAL CONNECTOR UNO ON FRAMING PLAN m Q mw`Q Ed aLdU) 1. CONNECT*N FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALL& LINTEL& ICF WALLS UNO ON PLAN �` .F 5O 0. C 2, CONNECTION AT240R 32'D.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY w WALLS SEE DETAIL FB12/391 FOR MORE INFORMATION R; y g $ $ ¢t.� ? R 3. CONNECTION FOR ALL HIP JACK(CORNER JA TO MASONRYWALLSACF WALLSILINTELS `� wW� mW JmO4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT32" O.0 MAX. WI(2) AT EACH O w5CORNER G.C. TO VERIFY LOCATION DOES NOT CONFLICT W/TA OF APPLICABLE) LAYOUT EW it8 DoCONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLBEAMS W/ (2)12d TONAILS `o 11 E y-2 0 J � A oMINIMAL CONNECTOR UNOON FRAMING PLAN n°BP'Z5 "211www.WBFNG.COM ❑ ❑ ❑ © MINIMAL CONNECTORUNO ON FRAMING PLAN m 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS ANDIOR BEAMS m Z wl ROOF FRAMING NOTES 1.SHINGLE .ROOFING SYSTEM OVER MIN. 7/36"OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (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 UNDERLAYMENi 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 Ll1 -Tv IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. ff'''SSCC DIVISION r 3 Zg ¢ � a� E 8 i � m m � �yy Td V) m Q � E O m 0 w @ V1 �N a U E 050D ai � U ~ s � 010 a o 141M DAMS'HGMBS 0 a d) m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY EWED PULFBREEZE, FLORIDA 32563 t _ COMP v _ LACATtON. FOR TRUSS BRACING AND ADDITIONAL °-r a ' ffqr 6r' TY PORT ST. LUCIE ROOF INFORMATION SEE SHEET S-4 ♦ Job Information: o � I N N � O I C.M.U. OR IOF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECUREJ-CHANNEL @ 12' O.C. FILE o METAL DRIP EDGE + 2 z SUB -FASCIA "xoy CONTINUOUS VINYL ®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'-O" P � � w�D > o o ., Tn o (y) tF M o LO r1 3 R J I-Ycim�a OJLLIZ) o JmU)(n �' LL N Model Name/ Number. YVI Plan Issue Date: Wednesday, September 2, 2020 g KA PROJECT NUMBER: 20-52ss Y Z' Sheet: Of: .�H N ROOF PLAN A & CR 0 TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 45 REBAR CONT. SIMPSON SP4 III -10D X 11/2 SPS OR SP8 FOR 2X5 AND 2X8 WALLS IF Z_ - - L DOUBLE 2x TOP PLATE STANDARD HOOKS SEE Ml FOR MORE INFO TYR. FILLED CELL W/3000 Im P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL ), EXTERIOR FRAME WALL 8" C.M.U. be t 2"x#2 SYP/SPF P.T. W/ (3) 1/2- X El 'I BOLTS OR (3)1/2' X 8" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/8" HILTI Til NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO n n/1 r-nTlrlar nICTArI #5 REINF. 20" MIN. LAP BAR #30R #4 REINFORCING Z) BAR 8 44 1 AP�CG 5_ #5 STD: 90° HOOK #5 REINFORCING BAR #R 1 AP RPI ICE SCALEX'=1'-O" i6d1�_� REINFORCING BARS * GRADE 40 U.N.O. 96 1 AP BPI.ICF MS051 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 214" 12" O.C. 1 2 X 8 1/4" X 244". 12. O.C. 2 2 x S 1/4" X 2%' 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST �uNTEL BUCKS W/ SJ2" O.S.B. BETWEEN FASTEN Fr NAILER TO MASONRY r IF DOUBLE 2X NAILER IS USED, USE 1/4-X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. O LINTEL BEAM: KAN L COURSE LINTEL BLOCK W/ 1 # 5 NONSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25' LAP (AD[ 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL FILL BLK. CELLS WITH 8000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (AD[ 530) FOR MOPE INFO TOP OF SLAB Ilk j. MS02 TYPICAL SHEAR WALL SECTION N.T.S. j FORM & GROUT SOLID a \U R 8F12-1B/1 #5 BAR CONT. RM85 12" LINTEL DETAIL I W GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3, ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN.8" BEARING EA. END 4. a LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. PA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCRETF F = FILLED WITH GROUT /U=UNFILLED #8 RE' 1AR AT7CP = R RECESSED MIN. (1)REQ'D I—RESOrrOF 13/2" CLEAfl BOTTOM F UN E OLINT Of EL CAVITY 1 j i UNTERL BLOCK COURSE F16 113/1T k !!NOMI1ALI 11 1 u GROAT t-QUANiIrvOF WIDTH .i B5 AT REBAR AT fJ BOTTOM OFTOP LINTEL CAVIfYNOMINAL, IIE017 -BOTTOM REINFORCING 7b 'ACTUAL PROVIDED IN LINTEL (vaRIEs7 TYPE DESIGNATION s•NOMINALwlOm QRE TFRITF l l rl cAI 11 cV APNFRAI INSTAl IATION NOTES 1. no Manuel linels_ 3600 psi. 1 vide ProNO mortar heed and teed joints. 2. Pc pmurtmomd lintels=6DOO Psi. 2 Shore Rise lintels aer land. 3. gmutad pen ASFM C476 TO= 3000 Pal w/ S Installation, of lintel mustcomply want the archtactuml and/or Structural arewings. 4. madmu n 318 aggregate 8to " 11' slump. 4. U{Imale are manufactured wlih rotator long roes at the ends W accemmodato m 5. Caete moral who (CMU)per ASTM C90 w/ III call nanmming and gmuWl minimum me area compressive Strength=1900 psI. S. All Ill meat or SonomaUB60 vertical deflection, eaeept lintels 17'4"aml 6. Rotor per ASTM Milli Grade W. longer with a nomintl height of 8" meat or exceed L/180. Prestressing sbaM per ASTM M18 Bade 6. Bottom Raid Added rabar to oe located et the bottom of the'IM.el catty. 7. 2701dw reMasdon. 7. TIM" diameter wim sprolre as welded to the bottom steel for mecomole anchorage. 7/32 wire pan ASTM A510. S. udirl lace "'Soren, may do provWed In comporta Intel M Ibu or concrete B. Molter pa ASTM C270 type III or S. masonryul 9. Sate load ratings treaad on rational dMoI wrelyss per ACI 318 and ACI 530 10. FISIe Stluct APWoval No. 158.1 11. TM aslerlor surface of Tines irstelletl In Interior concrete masonry wads shed here a meting of Stucco appliW in sommancs with Al C 926 or other, approves paring. 12 UnMe loaded dlmullemouely with venczd (Brevity and uplift) and hoHxontei (lateral) :Dada ehaua be checYstl fa comdne. bstlrrrgwrdt Ma fWPwhlg eeuatbn: Applied ver trai Wad Applied ha1mntal load < LO Sofa vertical load some horizontal load — °bP0 1zl 0 0 0" o8RF 8FSOB/LT •. ,�,eq HOO aRF14-1B/1T SF18-18/iT :'0; O 0 O� 8F241B/1T O'er O 8RF22-18/Ir 8F2418/ST T © 8F28.1B/1T 'b'' O.. ° 8F32 1B/1T —PRECASTOPENINGS SE LINTEL w/ GENERAL CPSI CONE. AT OPENINGS BEE GENERAL CONCRETE UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R ANCHORS ) mow: REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLEl LOn COURSE BELOW SILL 8 FILL SOLID ' :'. •' W/ (1) 95 BAP FOR ILL WINDOW OPENINGS B'�" ,.. AND LARGER LINTEL PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS e" x 8" x 9a. CMU U.N.O. SEE FOUNDATION PL FILL W/3OGO P.S 1 i CONC. W/1 #5 DIA REBAR ' INDICATES FILLED " CELL FROM FIG. TO i BEAM WITH 145 BAR MIN.. <. a �— 0 `a0a'��TTOF? %% P�'G S L`- Q <1 �e o 4% C4 eI J; v 6 jo •(L �( LU d `� ✓�, err/ • � i �,C TJ t0 aP iz N W 4 to 00 g F 00 al wcum O m Bad-p �inmm8 a Sr �ai � d W W m`s a E r�3 W 7� ¢ m O _Illflj Z m.� 6 Zm U N J e. 5 ° ❑ ❑ ❑ WWW.FDSENG.COM. O O Z N ,O J � CO � N ti n Z C4 Ln 0 To (D ac) y c! ILF Q V.1713 c 1 = cn � h U wNE too 01 Q a14om ' m DAMS HOMES FLORIDA. CONTRACTORS LICENSE NO. CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32M 91477 DIVISION LOCATION: ORT ST. LUCIE 8 �— N.T.S. n m 1 1 v z c to Ln t FI... CQP O M > O ICU 3 °D N v m L T) 'H J a N a s ® �m1 : D CT LO O N /�/yy� � /j A Lo ♦ Model Name /Number: 1= ♦ I Plan Issue Date: Wednesday, September 2, 2020 KA PROJECT NUMBER: s 20-5256 � Sheet: � �O !I N 0 LINTEL PLAN o SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/(2)'/z"x5" SEE FLOOR PLAN WEDGEANCHOR FOR BEAM SPEC. O NN F OVERHEAD SECTIONAL N DOOR TRACK W/ 3/8" X a 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER f,. °:,•, "�',.J `;� m TRACK TO JAMB. , ' ` - ; ,. •''' 8 (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" = c "J" BOLTS WASHERS SET IN N € FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. v VERTICAL SECTIONAL @ OVERHEAD DOOR WOOD P.T. 42 SYP 2" X 6" $ � h J ,. TRIM�p�TOR `veto ri •:�.� s,o �e�:QP �� S'E rO E 2"x6" P.T. WOOD JAMB q n. i'v a�s� o DOOR AND CONNECTION PER ® GARAGE SLAB GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR e `� TRACK MOUNTING DETAIL @ o NOTE: DETAIL CD22 / 5-2 MAY BE SUSSITUTED FOR THIS a DETAIL- UNLESS NOTED OTHERWISE a 0 2 n v MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T. s. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 0 _ T E a N e ul III t9 N 00 �cQ U Nm t-'i LJi LJi uy. D��mZ N5 rA03 aW. �g a=g�� W - BLOWN -IN R-30 INSULATION PER FBC �+ g LL f g 1 130 d a AND ENERGY FORM SUBMITTED WITH PROVIDE BAFFLES � 8 �1 Q � � � d O X p PERMIT APPLICATION �q $ " = " "� m m BLOWN -IN R-301NSULATION PER AT EAVES (FOR VENTED ATTICS) 12 T "' n W E ro FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) o $ � 2' Z w d d g Qa 0 6 12 ' SEE PLAN o $ ' OVER APPROVED UNDERLAYMENT $ a n m= d SEE PLAN (FOR VENTDATTICS)EAVES PER FBCR 90CTU OVER o £ " ❑ PRE ENGINEERED WOOD AT RATED STRUCTURAL SHEATHING a Vuiw.'.WSE�G.COM FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24" Q.C. NOTES TURAL FASTENED TO TRUSSES PER ROOF FASTENED TO OVER APPOVED UNDERLAYMENT NAILING SCHEDULE) ' z o "� PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING PRE-ENG. WOOD STRUCTURAL NOTES TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR :6 E z o Z ¢ Y (SEE TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF — _ — _ _ ,• , BRG. HT. a ¢ ¢ a. h 1 ' NAILING SCHEDULE) ' TRUSS ANCHOR (SEE PLAN) FEL112"T DRYWALL • • �, ETAL DRIP EDGE FELT PAPER OR —vc Lo TO BE INSTALLED ON OUTSIDE TRUSS PLATE 2x SUBFASCIA (TYP.) FRAME FOR BUILT-UP z cq FACE 3/4" P.T. NAILER : ' r SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR " W w 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA o �-METAL DRIP EDGE 1/2" DRYWALL CURTAIN NAILER f 8 x 8 x 16 K.O. 1 x 9 P.T. @WINDOWS r LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" E — 00 Y6wl CONNECT ALL 2x STUD ZX SUBFASCIA i x 8 P.T. @ S.G.D. " O.H, W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. m V TO 16dTOENAILS PLATEWrrH (4) SOFFIT. SEE ARCH. " SEE ELEV. 3000 PSI CONCRETE u PRECAST "U" LINTEL (TYP,) ALL SIDES % i o \ O / 9p O NERS FOR NON LOAD O i•ro PLANS SEE SCHEDULE u ° \ n BEARING SIDES NAILED t p '® rL, 1/2" DRYWALL SEE PLAN FOR HEADER SIZE N \ f 0. ° o. ° V.. " w/ 16d NAILS @ 8 O.C. _ U a OD 04 \\ � , � � ,Lo OPTION 15/32" OSB EXPOSURE 1 ON O.H. EXT, WALL W/ ALL EDGES BLOCKED. 1/2" X 8" J-BOLTS \ (1) CENTERED EA. \ (TYP.)4 COURSE HIGH A.F.F. a DAMS .HOMES MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. f SIDE w/2" WASHERS \ i CMU BASE FILLED w/ CONIC o .��. � ...� FLORIDA CONTRACTORS LICENSE N0. CRC1330146 PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. r NOTE: 49" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. (TYP.) w/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP > o NAILS AT B'O.C. ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI " CONC. ALL LOCATIONS OF COLUMN PLAN Al -Al REVIEWED FOV � 3000 GULFBREEZE PARKWAY SHOWN ON FOUNDATION CODE GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN TO VERIFY W/ FLOOR PLAN u & FLOOR PLANS " ST" I_ t DIVISION LOCATION: (G.C. ,. , LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO „ SIMPSON LSTA30 SEE FLOOR PLAN BO(" PORT ST. LUCI E OPENINGS ARE INDICATED, FULL , w/11-10d TO BEAM FOR BEAM SPEC. STUDS ARE REQUIRED). & TO FRAME BELOW Ig ♦ Job Information: NOTE 44" MAX, SILL HGT. c DOWS. ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL r WJ SCREEN o CEMENTITIOLIS DECORATIVE PER SPECS r PRECAST CONIC SILL i ._ 3 FINISH 7/8" THICK PER ASTM r C-926-98A PAPER BACKED FOIL R-4.1 u ' 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL " MORE INFORMATION). SEE TB33 PER FBC AND ENERGY FORM EXTERIOR FINISH - SUBMITTED WITH PERMIT , C //""++ FILE _ Y/2" DRYWALL ON SHEET 6 SEE ELEVATIONS ( ) V.. o N rH FOR NAILING INFORMATION FOR APPLICATION FTC. DOWEL DIA. REBAR ¢ v c Ln O 0) R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P.T FURRING 17" IN CONCRETE - 26" � W WOOD FRAME WALL PER FBC P.T. 2X #Z SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. OR 1/2" x 8" TITEN ( 1 x 4 P.T. EXTEND (ACI 530) ABOVE BASE NAILER SLAB. ALL LOCATIONS SHOWN � , SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 > Y 0 ai WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN , , w/10-10d TO COLUMN , , UNDER OR 4x4 POST POST v z = i 'a WOOD BASE MIN. 6" FROM END - SEE WS07 EACH END OF g qN FOR TERMTfE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR " .FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP OF SLAB 2 X 4 P.T. PLATE o N Lo u-- 0 M V _ _ BOTTOM STRAPS MUST B E ♦ Model Name / Number: • * INSTALLED ON INSIDE OF GRADE : — 1. GRADE COLUMN. DO NOT BEND ( N STRAPS UNDER PLATE. r PLACE STRAPS IN FILL . • , ° ,� ♦ Plan Issue Date: CLEAN 3 -'- SEE PLAN FOR RE -BAR QUANTITIES `, ; CELLS w/#5 REBAR j „ (TYP.)4 COURSE HIGH CMU BASE g - COMPACTED FILL f. ILL DTOP COCOLUMN PLAN FOR FILLED " ? SIZOF BASE Wednesday, September 2, 2020 SEE PLAN 2 -0AFF g ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE FOUNDATION w - 16" FOR FOU REQUIREMENTS 20-5256 Y NOTE. DETAIL CO21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: S-2 Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" DETAIL - UNLESS NOTED OTHERWISE o N a WS02 TYPICAL WALL SECTION EXTERIOR FRAME s/a'=rD" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS V . m m N N 1" 1'A" 11 ih Q Q 4 (2) 2 x 41AMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (9) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED lad ROW OF STAGGERED 10d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") DR EQUAL N)NEE " OR EQUAL 0-1 EACH OUTSIDE1/2 FACEI EINTO .L= ID (D =0 162L31/2OR EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE I/4"DIA. x51/2"LAG OPPOSITE 81 DES OF TH E COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTHE LAST L4MINATI0N. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR 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" - NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL @ IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CIVIL AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU, -7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 -8d EA. END EDGE VIEW P4 AT (3) 16d COMMON 24" O.C. NAILS(TYP)—l( SEE PLAN FOR WILL HGT. •I ®—mi �11 , 11 • PER LOCATION IIJ� L. Piro, . _ • .. • • • •' IMF�( F I • 2x4 SPF CONTINUOUS _ LOCKING____/77 ©ATTACHED TO . • :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• R • SQUARETRANSOM BOX HEADER 35 EACH, • WINDOW OR DOOR OPN'G "-CMU PROVIDE 2x4 ONTO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 4B.4f 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (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 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN51OZ W/ (12) 16d NAILS TYP. 4a. MiN. 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 iOP PLATE W Ed 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 OF SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. WOOD BEAM SEE � SIMPSON HUC410 OR (2) PLAN FOR SIZE HUC2 � TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-lOd i NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) i (2) SIMPSON HETAZO's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS BOTTOM SPLICE TYPICAL BLOCK CENTERED W/ (13)-10d NAILS OVER STUD WALL '�. ' Ea TO COL. TIE BEAM `.o WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-I * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS I JACKS KINGS SIZE EA END EA END EA END FA END LESS THAN 4' (1) (2) 1 (1) (2) >4' BUT <9' (2) (3) 1 (2) (2) 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH 15 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" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - �N do * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE No. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE TEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x10 OR GREATER HEADER DOUBLE 2 x 42 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.OJ FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" 0/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO i SIMPSON HUC410 — BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN — FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 1/2" OSB FLITCH PLATE— REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN SECTION A -A SCALE: 11/2' = 1'-0" BEAM SIZE & SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — EXT. OUT BEAM TO SUPPORT TRUSSES IF SPECIFIED ON PLAN AF_�A SEE PLAN FOR TOP OF BEAM I • EE FOUNDATION PLAN FOR MORE INFO /I`7( CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. REVIEWED M, CODE COIVIPLIA < ST. LUCIECOU' BOCC FILE 0�limna as �sr✓rrr oe S p� K Ir> �:v Ala -D � F LLI le 0 �"P� f• m m gwg .. i• .N-1 00 ti m Nri go LL LL LL G.Smag Q8�99 (11 e2B Tv ;. (p �"•mm� w a m O m � a ��Gffia B a' D CO J p (n �d .d ilz 2 o H S 3.R WYWJ.FDSENG.CCM ❑ ❑ ❑ W Z — M O o J � Z m Ow & c V)) =) cm '® YaOU QC4 O Q',(Y FLORIDA CONTRACTORS LICENSE NO. CRC1330140 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: O u) W � > 0 DD N z Lo F— eH p_jL,JZ:) In o JmU)W ♦ Model Name / Number: ♦ I Plan Issue Date: Wednesday, September 2, 2020 ♦ KA PROJECT NUMBER: 20-5256 Sheet: S A Of: MS18 I RETROFIT WALL OVERHANG DETAIL NTS WF39 I TRANSOM DETAIL AT ENTRY 1/2'=1'-0" WF09 I WALL HEADER DETAIL N.T.s. CD11 COMMON BEAM ATTACHMENT N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - TO BE LESS THAN OR EQUAL TO 45° - I I ' MINIMUM 2"X4" - - CROSS BRACING i _ •\ (SEE PLAN FOR l LOCATION) , , BLOCKING I - G \ � rri I I I N I I C I 1 lC (3) 12d I PER JOINT � Y I CONTINUOUS LATERAL BRACING-. , NAIL OVER X-BRACE AS SHOWN- s ' INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR SYP Q1 • CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING w/ (3) 12d @ EACH TRUSS WEB n m N mQ X T11301 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.s. ° 0 0 tttT��'0 MI PROVIDE 2X4 MIN. BLOCKING AT 3 N```gUiL �,a` V� T RAC '. S �imr CENTER LINE HIP/RIDGE, TYP. `m .w`Q@e' TJ E 0 BETWEEN TRUSSES W/ (2) 12D ' \G r R •• NAILS EACH END TO TRUSS TOP b9 `"- �: CHORD S CID L, T pF TRUSS ALTERNATE TO BLOCKING q PRE-ENGINEERED VERLAP TRUSS BRACING s. • a WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A TRUCTURAL PACE G.T. SHEATHING y ADD 2X4 ALONGSIDE RIPPED 2X4 SYP ill c TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK OF HIPPED TRUSS W/ 0 2 SPAN FROM EXCEEDING TRUSSE 12d NAILS @ 6" O.C. - KHIP MAX 24" SPAN (EITHER n SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d E e m a ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"X4" SPF OR TRUSS BRACING SEE * SPACED AT 10'-0" MAX SYP 5 F �a W a PLAN �g F n�m €' Q m u Rc xt �'S 1 2X4 BLOCKING J " G 8'; ` ® •"„ HIP TRUSS - a BETWEEN TRUSSES � y ° 4! 8a m°��Ow�� a0 N ngsb Z'u9°,6 Z TBO3 HIP RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N-T.S. ' w E m o 5 ® a a Bel boy a Ey+8,3$ U J I] WWw.NSENG.COM NN Z to S Z O N Q TRUSS NOTES: D. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 QRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT i c Z co BRACING SHALL IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED co + TO 8 SHEET$ OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY v CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT ONE TRUSS. ,\/w,j, EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ALL U ❑ 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER E a LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-D" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ (2) 342d NAILS AT EACH TRUSS INTERSECTION. U W - } BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 4. ADDITIONAL BOTTOM CHORD ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. E. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT.CO G SEE TYP. TRUSS BLOCKING DETAILS w a L) N E; 4 SHEATHING 3 TO 4TRUSS X4 AS SHOWN - U O TRUSS SPACES ALTERNATE DIRECTION a�'�o Q N o e0 ® RUS Bo D_AMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. • ' SEE NAILS 0 W/ (4) 12d TOP & BOTTOM OR H5 SEC ION TRUSS TOTO E EA TRUSS OR HCLR/LL IN PLACE OF (4(LOo S � FLORIDA CONTRACTORS LICENSE N0. CRC1330146 REQUIRED 0 RAFTERS GREATER THAN 8'-0" 88 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING n GULFBREEZE, FLORIDA 32563 SEE PLAN TOP D7oOv P�nTE SCHEDULE FOR SHEATHING DETAILS r DIVISION LOCATION: PLDAUTBLE PRE'ENG. TRUSS SECTION B-B VARIES ROOF 2%STUD WALL SEE PLAN SIC. L...'`- ' SLOPE .\ PORT ST. LUCIE ,• CONV. FRAMED RIDGE \ \ / '�+'^•d"i° " w ♦ Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2Xa 42 \ 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES \ NEXT TO PRE-ENG. TRUSS 2x" 9L 1 5. NAILED 9EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. SIDE w/ (3I 12d NAILS WHEN HCLR/LL IN PLACE OF (4112d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER B \ THAN B•-D^ \ 2x4 SPF BRACE / y \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & `D ��v EVERY �d \ \ ALTERNATE DIRECTION O SHEATHIN ']%� {p RAFTER \ \ 2X4 BLOCKING BETWEEN 06 BEVEL CUTS (OPTIONAL) \ \ . . v 7 w TRUSSES W/ (2) 12d NAILS �p L -I 0) EACH END, CONT. EACH BAY B TB 2x4 SPF W/ (2) 07X31/2" / / TRUSSES c p 0) ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN Uj BLOCKING OR H5 @ 48" O.C. PREENG. TRUSS \ > p N i CONT. ROOF SHEATHING AT TRUSS TOP L0 �-i STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION SIMPSON A34 OR O J W LO o B (LISP MP4) @ \ \ / / � 0 L4 LL J m U) U) 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W (2 -12d NAILS @ WOOD 2%8 #2 SYP RIDGE BEAM / ) 2'-O" ON CENTER \ \ / / 2X4 SPF BLOCKING ♦ Model Name/ Number: AT 8'-0" TRUSS EACH END MAX j�- 2%e RAFTERS P 2'OMMC, \ /\ / Y V BETWEEN TRUSSES. m N MAX. w/(3)12d COMMON @ 24" O.C. MAX.w/ \ / \ . TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN (3)12d EA. END TYP. ( ) ( ) / • • •\ (SEE PLANS FOR TYPE) 4 Fr 0 2',W O,C. MAX W / (3) IOD SEE PLAN 0 CONC. MASDNRY COMMON TOE NAILS TO RIDGE BEAM _ — 2X4CONF AT STEEL OR WOOD N ♦ Plan Issue Date: T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE � Wednesday, September 2, 2020 ♦ KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING m SEE PLAN FOR MORE SHEATHING w INFORMATION m 20-5256 z 2x4 S.Y.P. @ 16" O.C. �, ti Sheet: Of: N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N•T•s TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.s. Q 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. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE' 6" 6" 6" 6" SINGLE DOOR 0 E SINGLE DOOR W SIDELITE r„ 6„ 3„ 3" 3„ 3n 3" 3„ III III E I ° 1 3„ 3" „ „ 3" 3" „ 6, 6, tin DOUBLE DOOR W/ SIDELITES )A 'E u ;PACE :VENLY 6" 6 SINGLE DOOR W/ SIDELITES 00 Oyck A NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. 5tda� O aF`°cn � UodoA ` A" 3S¢P 5a'Coatse pU"G0W5e 3sd C°`Xee ,tqe F)T' C sac" Rake 1 ,v„v Covae MIR[ Edgea2 �y. -1000 7" s to use valley remnme " SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE _ ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY LOCATIONS) TEXTURED, PAINTED ExTER WALL fIMSH BEHIND FLASHING AND EXTENDING A MINIMUM Or 6' ABOVE VERTICAL WALL 6" X 6' H GALV FLASHING CONT VERTICAL RISE OF FLASHING AT KNEEVALL T ENTRY - ..._... -�_" ........ J J 6 6,zl 1113" 6„ DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. O C7 TOP OF SLAB o a at of O z I ' a T� 16 MIN. DIAMETER CONCRETE FOOTING 3„ SPACE EVENLY 6" X 6' H GALV. FLASHING Cow FLASHING DETAILS 6" HORR. NOTE: THIS DETAIL IS REQUIRED EtA6HIVG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP \ w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS \ 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN" 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH o DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOC2 FRAME BY OTHERS \\ SHEATHING BY OTHERS CAULK BETWEEN FIN &SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW' HEIGHT EX RIOR, —rl-49 1 I/2" MIN. EMBEDMENT WOOD SCREW INTERIOR 1 PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING N.T.S. WINDOW INSTALLATION N.T.S 3/4" MIN. E06 DISTANCE 1/4" MAX. SHIM SPACE cV OF E41 reamum rastener spacing Wall Framing: (lambs, Head and 5111) 025pruaejAfM/Fir Or FeOer j Sllimne a"rimsu ya" _.. Sam #1D: Breams e n Penetration, Glaring Oeao 13(B• 14ouiidrg FU Cross Section V law -- &ter'ior View of RXad V*43w ..``. Miamum _7 10 F#rlar Sheathing Noter We ~sfifiddrstabodifils,nAa d/ e a mealand SIXte,aasow fit 219,11231171.:Ndwawr,due fo var"On /n cadesand bdlld/ng"a, NblMpp tottheenafnaseto dNermbe the p vWhisfia brbn offhasetteats. • _ ,,. s L C y Scfom mstn nn your erdo the b"hh z n t maf be Formed bate for impeci cry but please re-Sbck the "ap to p, u e . dreni r,r, Iron a he. ano Udrena "e andl can5,ru,10, i+carh,, Step i Measure to be same the opertng Is 318" to ur target than the window are both vvtlalN and amomady. ' You may wish to pore -drill the asWWtion holes in the fin a this Ode. Dhoegav or me g&pawcasal hdesAd me matuali fa, as DW aremr.. Step 2 Apply a generous bead of ellcoueto the tabloids of the moumtg fin. Use enough sildme to sufficiently fill all voids between the fan and the wall shamming. Rep 3 Irsedthe window ads, d e openrig from the outside, The window s labeled "made" ant "otslcl but If these labels have been removed, the glazing bead should always be to the inside of the building. Step 4 Install Slims under the sill, adjusting them unW the unt 6 plumb In the opening. Shims should be istaled under the Oral every 2 W. The window Should be baseal moved in the owing with no more Urn 1/4' gap between the window and wail framing. step 5 It a#10 x!.12"screw 4" from the comer of the On at each and of the head, sill and both jambs. Rep 6 Install the remaining fasteners In r Increments from the corner screws to the center reach flame member. Ise care cot b over- tightenthe screws and our them thrmgh the fin. Also, make sae the spews go in straight and do not muse the frame to bow, Wall framing should be a mibim an of *2 Sprum/Pirm?Fir. Fasteners should be#10 screws of suffidae length to achieve 1-318" penetration into the wag and no less than l/Y'from .edge of framing. Fas4mo. ntiaes neededln earls Stle of themeto achieve 9' t of Frame Member 10" W 26" 34' 4Y SO" 56" 1 66" 74" Number of Faster,as 1 2 L 3 41 5 1 8 1 8 1 9 10 1 11 1 12 1 13 Step 7 Remove eafess slrcorie' ourhan around the On and a15 for holes or molds. Use sgkone to fill any voids, Step 8 If desired, a foam Insulation on be applied to the Interior gap between the window and wall framing. R applied, mlsmustbe me NON EXPANDING 7T'PE FBA.y 1. Smog Since these windows are typically used in moms with high moisture, le; bethmoms, it is recommended US the Interior gap between the window and well framing also be sealed with silicone and toiled so as not Interfere with the installation of wallboard, its %trim. Step 10 Once all construction is complete, remove the bubble wrapirom the Inside and outside ofthe Window. If irecersary, deanthe Woks with a mild detergent and warm water using a soh clod. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Approval # Method Roofing: 1st Choice DADE COUNTY APP. IKO Industries, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products c. " -rid a vent" ^FROM EDG AND A" D.C. TYPICAL MAX FL21580,1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAM KO No. 30 UNDERIAYMENT SHALL BE APPLIED AND FL12328 RS PRODUCTS C 30 ASPHAL SAT ATED ORG IC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choicel I Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "1" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 53W5 8x7 FL15279.36 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. THE DOOR FRAME SHALL FL20461.1 2nd Choice THERMA TRU CORP. FLUSH FL20461.19 FIRIFI+67.0/-67.0 pUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461. TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. TYPICAL ALL 4 SIDES) u"a is Siding: CODE C,�" 1st Choice +0/-146.3 The Ta co Grose p p 7" Staggered INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 11/2" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. NA. N.A. 2nd Cho'celSHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES le Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 140" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FOR INSTALLATION THROUGH PROVIDEF SUFFICIENT LTH. TO x BUCK USE 8 WOOD SCREW O BUCK. 17676.1 IRS +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17876.8 IRS 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 149" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1ik Horizontal MINIMUM FL 15804.2 M-1926 EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass" a 1st Choice +50.0/-50.0 U BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. IA' 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" BEADEDVINY SOLID SOFFIT L 1 1/2" NAILS 10" O.C. IN DIRECTION OF SOFFIT LENGTH FL16503.4 R-3 Hurricane Panels: 24"' Ga. ALE PANELMATE W/ 1st Choice 46 PSF EXT/ HURRICANE STORM Galvanized DIRECT MOUNT. TOP 1/4"-20 M FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 12JA" O.C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 _ Name: TODD M. BORN Certification Number: A. # 82126 _ Name: Luis Pablo Torres Certification Number: FI. # 87864 g Bg— si b out OD N N W Is to oq€e a� . D$ Nm ii iri ii 0Ms a $� $ gym av� Q 5ss. a Ui w e a 2�aQ a MM z z o u13. 5 cop "gg Wsn 2'm �a IL IL m 00 OJ $'a �cg" 2" `,yi 0 0� ¢ p N gg¢ Zcal of zz, F=¢B'h /.�WW�W.FD6ENG.COM z ra V/ z Of 10 Of Z N t!3 (7 Cr) �ra w o � A �m W � to �m (a u, ` E I\f as was r/MM Q N 040 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O Ila- z toL0 Uj y a to 0) U) rn rM C) EL Q J Lu o u J m U) (1) ♦ Model Name / Number: Plan Issue Date: Wednesday, September 2, 2020 KA PROJECT NUMBER: 2as256 Sheet: Of - MATERIAL MATERIAL REFERENCE INFO (PSL MECHANICALLY FASTEN AS _ FOLD UP WEATHER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH " • RESISTIVE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior WEATHER WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4, A water -resistive barrier Is described as a P RESISTIVE material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior BARRIER TAPE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN 3/DHESI E T OF APPLIED ADHESIVE 7O BE APPLIED UNDER SLOPE 0.3 in: 12.0 in C E L F-ADHERED FLASHING H I N G covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weathe"ealstive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) �,J barrier, insulation, or for aesthetics, Including but net limited to, veneers, siding, exterior insulation and finish systems, WALL BY 6IN. OUP R JAMB 6 WEATHER ROOF CAULKING FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. WssFue�e"wi"n"w �wEATHER tuiSELF-ADHERED R703.2 Water -resistive harder. One layer of No, 15 asphalt felt, free from holes and breaks, complying with ASTM D226 SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer net less than 2lnches RESISInvE BARRIER SEAL TOPS OF JOISTS f ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where Joints occur, felt shall be lapped not less than 6Inches (162 mm). The felt or other approved material UNDER DECKING shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the (SEE DETAIL WP07) SUBFLOOR requirements of the exterior wall envelope as described in Section R703.1. SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based Detail Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of IN HEAD FLASHING TIE-IN STRUXTIONS: -' RIM JOIST Grade D paper. The individual layers shall be Installed independently such that each layer provides a separate . 1. Cut, fold up & temporarily secure weather Refer to the number marked as in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive resistive barrier above headertc allow for flashing installation numbered items in the list of instructions below: barrier Is directed between the layers. 2. Self -adhered flashing plus head flashing under weather BUILDING resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 22 t 2 PAPER 2O 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater than that of GO -minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -for ease of installation and to minimize R703A Flashing. Approved corrosion -resistant flashing shall be applied shingledashlon in a manner to prevent entry of SELF -ADHERED FLASHING scale: NTs WPM SELF -ADHERED FLASHING \ A /P O� SELF -ADHERED FLASHING IWPO3 scoring cuts water into the wall cavity m penetration of water to the bonding structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A V V CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA S00 or ASTM C920 Class 2S Grade INS or neater for proper g p per joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C9281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid flashing In 714. The flashing -applied membranes used as exterior walls shall comply with AAMA shall extend to the EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: EXTERIOR SHEATHING 1" BEAD OF CONSTR. 3/4"-. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ADHESIVE ASPHALT 6. Fold as shown by arrows 1. Exterior window and door openings. Flashing SEE ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit at exterior window and door openings shall extend to the surface of the THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND FLASHING, FLANGED WINDOW SELF -ADHERED FLASHING tight to corner exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. O OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) g 8. MBChanIC811y fasten as necessary Mechanical) attached flexible flashin s shall comply with AAMA 712. Flashing at exterior window and door openings Y g PY shall be Installed in accordance with one or more of the following: CHEMICAL LETTER ON CHEMICAL LETTER SCORED COMPATIBILITY , RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the SELF -ADHERED FLASHING, r� v (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, in accordance with the flashing manufacturer°a Instructions. Where SELF -ADHERED A MINIMUM 6" RELEASE PAPER TO EXPOSE flushinginstructions or details are not provided, an flashingshall be Installed at the sill of exterior window and p ' p FLASHING VERTICALLY FROM VERTIC ADHESIVE AS SHOWN) door openings- Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the BOTTOM OF exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall ' THRESHOLD MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. s SECTION -A � NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL wPoz) SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. SELF-ADH1.4 ERED O 1 In accordance with FMA/AAMA 3.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FLASHING 2 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE t 4 p 3. Under and at the ends of mason ry, wood or metal copings and sills. DO NOT FLASHOVER - 2 SEAL TOPS OF JOISTS UNDER DECKING 7 6 4. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE $ (SEE DETAIL WP07) 2 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wooddrame construction. 6. At wall and roof intersections - SELF -ADHERED FLASHING SELF -ADHERED FLASHING WPO5 SELF -ADHERED FLASHING Y^1 LWPO HALF ROUND WINDOW W PO4 EXTERIOR DOOR WITH DECK INSIDE CORNER V 7. At built-in gutters. SELF -ADHERED FLASHING DECK PROTECTOR ' SHEATHING 7/8" Cement in accordance Plaster 7/8" Cement Plaster with in accordance with Enm:':'_ ASTMC926 ASTMC926 SELF -ADHERED" FLASHING PATCH ' ,. *,F;,.'.. Fell backed metal `. .., ,' Fen backed metal h" lathe in accordance lathe in accordance SELF -ADHERED FLASHING ;; •- ;r with ASTMC1063 with ASTMC1063 DECK PROTECTOR r%1 g. s w_ Building Paper Building Paper b'- 7/16" O.S.B. 7/16" O.S.B. sheathing %� sheathing DOUBLE SINGLE JOIST Metal Keep top edge JOIST SELF -ADHERED FLASHING Flashing Of weep Screed SELF -ADHERED FLASHING / 'I . l below top of 2 I 31/2" � . � block b Unperforated - 3"MIN' 4 Flange 7/8" Vulcum Screed cauk bottom OWeep 2 5 ::. joint only Maintain Metal Flashing Metal Flashing Bottom of SELF -ADHERED FLASHING W PO 7 SELF-ADHERED FLASHING fX� W PO APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD JAMB SILL IN Q THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed \H0.8362x;DECK JOIST OUTSIDE CORNER V ACCORDANCE WITH INSTALLATION OF THE SUCKIRECEPTOR. Above Roof 1/2" Cementitious Sheathing Decorative Finish o • • 6, All inside and outside corner will ''••� EXTERIOR WINDOW UNIT need to miter CEMT. FIN. caulked cut and caulked all Cement Plaster butt joints need to BUILDING PAPER SLOPE in accordance becaulked using SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm: 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood 2nd floor (0.6 cm: 30.5 cm) "- -- SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING `-- - EXTERIOR CEMT. FIN. BUILDING PAPER .., WIRE LATH 1/2" Cement IV V SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH .. - '- 21 /2" Perforated al ° Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement ' ,•°, Screed Plaster over block EXTERIOR 1 at floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below I finish floor OPTIONAL DETAIL 3 $ O Note: i The building papdr and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P � O SELF-ADHERED FLASHING WP 11 ED FLASHING W P 1 2 the SCALE: NOT TO SCALE CEMT.. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINNIISHR PARAPET WALL Weep Screed. s IG E E. ,v1..N G o A CV LU •� ILI., �. n`4, E .• `,. u L ,g/ra7ai p4;y N d: N N W gox c�'V$ La U8�m Ed G' Hi a2v f$'a` mmMMa a094N W v W W FILES a g ® ZJE-6�s vas a ��0 2 a Z 3 o w�$nm III�g{myS Go AIM 5 ZN M0 �&gx a o o, SFyy y" Z 21 L.�oa ,°- a 000 O nWW�W.FDSENG,CGM Z � 0 0 W Z Z 10 Y - V f Z w N O M �t/1 Q) w LL c f'D o 1/� o w U" W U.) c' 0 cm O -" E tea, 5 � L W ti yy , °8 C kw o sago Q!'m FLORIDA CONTRACTORS LICENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE Job Information: LL O w ° 2 0 m \ / � -13 "1 � a P z F- U 00 a O JJJ L � V0 LL J m Cn Cn FV Model Name / Number: 1 Plan Issue Date: Wednesday, September 2, 2020 KA PROJECT NUMBER: 20-5256 Sheet: W P Of: WATER PROOF DETAILS 5" bath duct to roof cap w/ standard 70 cfm bath fan 5" bath duct ----------- o—------------ �' to roof cap w/ standard 70 COMEC RATIO MEMO cfm bath fan —light.... N OLMON , x 14x8 1 wi 14-------- 175 tiar maw �. 10x6 1wcd 90 rl 1 ■ aaaaa.c _�--------- t rdoofrcduct w%dryer ve t box `' a cm rz.; roam rrRow .---------------�,----------- - I ;----- I ; l �~ I 3.0 TON W/10i @240V 1 PH 18x13 Alen 22x14 rod II platform by NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED I bldr scale :1/8"=1'0" z-� II I N 1 INCH UNDERCUT BELO DOORS TO HABITABLE ROOMS j r Transfer ducts/grills sized ii compliance with Florida Residential uil ing Code-M1602.4 balanced return air. EXCEPTIONS 1-3 rr loft 1 806 1 wcd 16x1 7"= L 1tt 1Ox6 1 cd 85 - � i �10x17ag Must have a minimum clearance of 4 inches around the air handler per the State Energy code, All duct has an r=6 insulation value. AREA CALCULi411QNI i sr e.es M LK wml.w;r m era LK aiiiiiiiW •K OM 04V., 8aetmNQl$+1J6W aw slt 144J.J41iiSl�i ImF J•YJ'lr. Rating 5 CO v —_ N CID n\ L O S V — � (Q m O W (IfF 0 C ODE WED FOR ST. L.0 OMPLIANCE Q �®Ul��`v W 7 V J L LU O O —117 _ � LLJ 0 6L. O Q oho � U m N Q p O z N LC) — ; W m W •° •• > Z ® z o w J Q m I— Q =D -i 0 Q Q,-, mELJCn®®