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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 PESI�ICIDES, S 0 00 S $ 3000 PSI COLUMNS AND BEAMS A SLUMP OF 5" I A BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 21)2, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, 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 RILES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES:' A 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGT AT 2 DAY F 25 P I (SLAB ) ( )• PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0,63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR: CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. S. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 7417, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31814) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS &FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05ON LINTEL PLAN PAGE. APA PLYWOOD DESIGN SPECIFICATION E30-16 A SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. F WOOD 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL.ALLUMINUM S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "P' OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. ALUMINUM DESIGN MANUAL-AAF 20 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 WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, ORASTM C1787 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N. TYPE 2, CONFORMING TO ASTM 090-014, WITH A MINIMUM NET COMPRESSIVE. STRENGTH OF 2000 PSI (fin = 2000 PSI ) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A.' 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAX MUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA OF 3000 PSI SLUMP 8" TO it". CONTINUOUS MASONRY INSPECI IONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR [-JOIST*** LU360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 6 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM 01063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN,.THREE COATS WHERE APPLIED, OVER AN TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). 4, GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTE ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN )OSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. it. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL *TL:MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. WOOD: CONSTRUCTION SHINGLE METAL TILE HEAVY R703.7.3 WATER -RESISTIVE BARRIERS, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION.R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER RESISTI E BARRIER ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) - 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC,.STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING M M EMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE ($BX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. TOP CHORD. LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 30 0 10 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 - MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATE RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND. TERMINATED. AT PENETRATIONS ND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALIAM COLUMNS: 1.8E Fb = 2400 PSI MICRCLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703 FLASHING. .4 APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A SHEATHING: 7 16" STRUCTURAL I OSB EXPOSURE 10R 15 32" RATED OSB EXPOSURE 1 WALL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: CTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-DAB NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 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 ® 5O (+) 27.6 (+) 27.6 10 (_) 29.9 (-) 37.0 (+j 25.5 (+) 26.5 20 (_) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) 24.8 4 GD 0 27.1 (-) 31.1 0 0 (+) 23.4 (+). 23.4 1W (-) 25.7 (-) 28.8 DIAGRAM GARAGE. DOORS* SOFFIT 9'-O" x 7'-0" 16'-O" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 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 S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 H VAC rE* Q 5 00 ROFES;StoNro I a N c u W -0 0 S gGPBg ( w M 11 a_ � 8' ° CI 8 d m LL fi 14114 N OR IN ACCORDANCE WITH THE GENERAL FOUNDATION NOTES (U.N,O.) 1 PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE WJ MANUFS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FIR, TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FIG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12- PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED. BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER RE1NF. CONCRETE OR IN. EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF I/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. NO WOOD STAKES PERMITTED IN FOUNDATION. '8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403;1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB. 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR ) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PER FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRANTY CAP. Ilbsl F1.0 1'-0" X CONT. 1'-0- 2 05 E.W. BOT. 2000 P2.0 . 2'-0" X 2'-0" 1110° 3 05 E.W. BOT. 7200 F2.6 2'8" X 2'-6" 11-01 3 #6 E.W. BOT: 11000 F3.0 3'-0" X 3'-0" 1'9" 4 #6 E.W. BOT. y5800 F3.5 T-6" X 3'6' 1'-0" 4 #5 E.W. BUT. 21500 Z 44' X4'-0' 1'-0" 5 #5 E.W. BOT. 29000 F4.5 46" X4'6T 1'-0" 6 #5 E.W. BOT 34500.. F5.0 5'-0" X 5'-0" 1147 6 #5 E.W. SOT 42500 F6.0 6'-0" X 6'-0- 1'-0" 7 #5 E.W. DOT 615o0 LEGEND 0. - INDICATES SINGLE -STORY. FOOTING ® - INDICATES TWO-STORY F06TING - INDICATES PAD FOOTING n VTR J LAV. l2" VTR J LAV. CoI C/O TUB W.C. SHWR. LAV. D.W. SINK 2" VTR 3,1 LAV. J� C. TUB 311 4 3"2" VTR )IL 4")TO SAN. L.T. LAV. WASH. SEWER W.C. TUB PLUMBING RISER NTS 6'4" n x ■ ■ 1 1 ■ ------ ------- ------_—I-- ---- — ---'------___■ '___—___---_—----------_--_-- ------------------------ N ° . 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ORDINANCE ; ItLSt j,j;t N ------- In i -- �� I f I 7'-0" -- i1 tiii 3:11q TUB/SHWR °I �' I `DRYER i m T m o Io Irr,II III;` Io St1tij o --- -J •`ILI __� co `.I 1 I IYYASHI 1 it . • 1 1 UJ `------___.___ -- • ��_DLI r1 FM01 , 3.1 - ' 4" STEPDOWN -- °4 e 3.1 I C4 ■i ■ ■ ■ 4 STEPDOWN ■ ; F3.0 25'-0" 3'-4r ,-2" 7'-0,. 2'_2„ I W a I 3.1 I q "'q I a 1 1 I a Q 1 FM02 I FMO2 I I I !Q 9 3.1 , 1 3.1 ; i 3'.8" 7,-0„ 3,,8. I t0 q I J. SEE NOTE 6 D I 9 w of 1---------`---------^--'------- mIt, All ~O I , .-i , Z 1 1 , W N ■ 1 I 1 F2.5 ■ I I F2 5 FM03 F2.5 3.1 HOSE I I 5" Ir 5 REV1EYY VI'S BIBB 9'-4" COD _ 4 FMos I I 4u"T. LUCIE COUNTY FTmoe BOCC ------------------ ----------------- - - u 16 -0" I1-4" 8" LJ FIL COPY FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "CRI' I tttittlt181fff 15 NN �4y O% '• \G 26, _ •ter OC.1'e. * �(P v zz //sr FE3S10 o� I 'rrrrrrurftfaTLt�p y v N Lon ■I■V■■Za■°z 00 u-i�maki1 00 LO #00 I. a2 #aO 8 i- 0IZNIn OM 4Jd O z0 J N 04 N u d 4-0 in — M w Ln � � m rym5 fi3 U _NE — � N a om I111im DA S HOMES FLORIDA CONTRACTORS LICENSE NO. CRCIS30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: L1 0 Z N ci o _ 0) m \ U M / Y nl 0- 3 z F-�e 0 LO ° O J W M o .I M (1) U) GD LL FI Model Name / Number: 2508 FI Plan Issue Date: Wednesday, June 9, 2021 / KA PROJECT NUMBER: 21-6772 Sheet: 3 Of: FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24- MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. a., REINF. OPTIONAL CURB FOR 1� F F VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0"— °.l, W/ (1) - #5 BAR CONT. a • . z x o " x �' I 2 STORY: 20".X 20" • " ° ! REINF. W 3 - #5 CONT. 16" (2) #5 SEE PLAN ► ';:; REBAR 16. (2) # 5 REBAR BEARING FM01 SINGLE STORY FFG 1/2"=1'-0" FM02 SECTION ) GARAGE 1/2"=r-o" REINF. SEE PLAN —� _F F�_I I #5 REBAR IT. I .A�`y1\15911it4SBBI FM03 THICKENED EDGE "=1'-0=r-o" � 0R0 1/2 " (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. �` r • S , IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL r�•Ci 6 REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR Q N MORE INFORMATION) _ k PROVIDE 13" WIDE s U 1 �NO FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND �-, *. �• �, FL®�\ RO.M. EACH END, TYP. GAR. FIN, FLR. % q 'a, I(FIt (tiditiEt\LLZ\ T ALIGN DRIVE W/ BOTTOM OF C (2) #5 REBAR RECESS &PITCH DRIVE w _� 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1 2" EXP W/ (3) - #5 CONT. 2 STORY:,20" X 20" j JOINTS 10" O.C. TYP. a 18 I (2) #5 REBAR W/ 3 - #5 CON�T. � 3 FM09 I SECTION @ GAR. DOOR 1/2"=1'-0" FM: INTERIOR BRG WALL 1/2"=1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 • #5 CONT. FOR MORE INFORMATION) " V O g O ti w o�ro 00 y 9 Ed 12 LL EE PLAN 8 m'etiC13 Nunn w a - T Imp �E p. $ ��mom '�' •.' fiRwQ� LL� a ui y ZM,o 0 4, 16 4" 245 REBAR n'°.18Zd a FM11 STEP DOWN BRG.1/z" =r-0" = r-0"ez R Ba LO SEE PLAN" w>nnw.FDSENe.coN ❑ ❑ ❑ OPTIONAL CURB - SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" s ELEV. 0'-0" WITH CURB O N TYP. SEC. Z o (1) #5 BAR CONT. Ic 2 (G.C. VERIFY) ' z •� , , F.F. REINF. Mro •d•: < s _. �,- a (SEE PLAN) d 2 #5 CONT. a N INSTALL LINING * - w 2 #5 BENT BARS W/ 5 MATERIALS PER ;, r y MIN. 25" LAP SPLICE to z m FBC-R P2709.2 °' ��'pp'1 I� _ ML y MUDDED FUR. w a SLOPED TO DRAIN #5 CONL MIN. (Lf 0 y ij U 1 FM14 I SECTION Cad RECESS SHOWER 1/z"=r-o FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" In c �In o ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE v "+ #5 CONT REINF. SEE PLAN CONTINUOUS AROUND CORNER 2 O. n m • , BY COLD BENDING THE BAR WITH SEE FND. FOR Q O� o MIN. BAR LAP OF 25" QUANTITYUD c #5 X 25" X26' CORNER BAR ONE FOR EA. HORIz. REBAR, TYP. U.N.O, - N N - _(2) #5 REBAR 16" A/C CHASE—Y— A/C CHASE 2 sroRv: zo" x 10" 4" PVC SLEEVE W/(3) - #5 CONT. THRU FOOTING o A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: FM19 TYP- CORNER BAR DETAIL -imr=1,-o,' FM23 TYP. FND PENETRATION 1/2'=1'-0 PORT ST. LUCIE STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0' 8" 10" 16.1 20" W/ (2) #5 BARS <674# 61-8" >2'-0"-3'4" 1-0" 10" 20' 24" W/ (3) #5 BARS 6744 5'4" >3'-4"-4'-0" 12" 12" 32" 32" W1(4)#5 BARS 8450 4'-0". W/ (5) #5 BARS CONT. >4'-0" - 5'-4" 16" 16" 48" 48" & #5 @ 18" O.C. TRANSV. 1162# 2'-S" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES• Job Information: EVIEWED,FOR DE COMPLIAW . LUCIE COUNT BOCC 1 O Ln c Ln FILE COPY U M M w N Q m 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL F—' U CO Lo n. INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM o n SPACING STATED IN SCHEDULE ® aW D ch SBA CHART ARV. rmAx. F.c- „ 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND � J m (n 0 CO SPACING (O.C.) , WAIL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND Qd ", ® Model Name/ Number: W.W.M. TO R TIED i0 #5 ERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO CONT. REBAR , PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB STEM (1) #5 HORIZ. COW. TIED TO / EA. VERTICAL REINF. BAR E NOTE 3AF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO G #4 TURN BAR 0 STEM #9 CONSTRUCTION FOR MORE INFORMATION 2508 WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK . Plan Issue Date: 4'-0" (1) #5 HORIZ. CONT. TIED TO ° '` FILLING IS TAKING PLACE EA. VERTICAL REINF. B `+ ns° 5. 45 HORIZONTAL CORNER BARS WITH W-O" LEGS IN KNOCKOUT BLOCK @ 16" " RN GRADE 8" MIN. i y .c O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" Wednesday, June 9, 2021 To TOP OF , j - - „ s„ h * TALL (TYPICAL ALL CORNERS) VT KA PROJECT NUMBER: STRIP FIG. a ", C. 6.I1- STEMWALL IS WITH IN Wtb" OF POOL OR WATER FEATURE FOUNDATIONS 21-6772 +, COMPACTED CLEAN FILL . 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. IN MAX 12- LIFTS 8.R403.1.4 MINIMUM DEPTH:, EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP MO. W/ QTY OF "MIN. COVER E -SEE NOTE 5 THAN 12 INCHES (305 MAGI BELOW THE FINISHED GRADE OF GROUND SURFACE. Of: REINF. PER SCHEDULE a WHERE APPLICABLE, THE MPTH.OF FOOTINGS SHALL ALSO CONFORM TO Sheet: P (3 SHOWN) SECTIONS R403.1.4A TH f16UGH R403.1.4.2: s 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE NTS FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508 x 3 = 7524 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 36,524 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 26,524 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIMS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" _ 00 x 26,524) =10,610 +100% OF "B" _ (20,000) 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 200 AMP PANEL PROVIDED BIBB 7BOXINSTALL FAN / ' _ STALL FAN PREWIRE BOX PREWIRE INSTALL FAN F C BOX PREWIRE,,q GFI INSTALL FAN IBOX PREWIRE A I CM I I -------- GFI I , GFI IS / :GFI' ®�- _�® 22 O C _ .. INSTALL FAN FI' O G I HH ' I GFI FOR PREWIRE'I BOX PREWIRE 1 I ; , LOCATED IN to FI FOR HOOD ' - _ ADJACENT CAB / `J ' I I LLI GPI V GFI I � - ------------- �� I -/- - - GFI INSTALL FAN c BOX PREWIRE COGFl rr ----------- - - - 6..;22o O WII W J 220 GFl IIII — - _ \ -bI INSTALL FAN .HL- j BOX PREWIRE -I. III----------- % ELECTRICAL w GFI PANEL @ 42"ri 1 i II 1111111111i\ w LOCATION OF METER AND PANEL BOX , , \ wp TO BE BY BUILDER. IF NO GARAGE SEVICE /� ' ' t , \ Gm \ w DOOR IS PROVIDED A DISCONNECT SHALL / Gm \ BE ADDED AT METER LOCATION. ATTIC ELECTRIC , I IF REQ'D BY CODE \ u I, I` Ir II ,I GFIID 42" \ GFI ,1 II 11 1f iI ,1 GFl FOR GARAGE ' DOOR OPENER NOTE: KEEP COACH LITES OUT FOR GARAGE OF BANDING, QUOINS, AND DOOR OPENER --------------- ROUND COLUMNS WHEN _ _ _ _ _ _ _ _ _ _ _ _ _ _, POSSIBLE, REFER TO ELEVATION FOR TRIM. HOSE BIBB �? 42" REVIEWED FUk / _ i ®DECOMPLIANCE LLJ " ICIE COO T _ - — _ - COACH LIGHT �' rr COACH __ _ _. _ _Ji - - ` ' COACH LIGHT ` ELECTRICAL PLAN SCALE: 1/4" = V-O" ELEVATION "CR" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE 1N ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). B. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES 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. 9. R315A.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS 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 THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS, ELECTRICAL LEGEND (9 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-a� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE p CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT V) uj 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET O- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET Sp PREWIRE SPEAKER Q RECESSED LIGHTING J JUNCTION BOX WATER RECESSED LLIIGHTING O THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON oanoNAL OVERHEAD SERVICE VERIFY P LAMPS NEEDED SAMEAS UNDERGROUND WITHELECTRICALCONTRACTOR 2DO AMP SERVICE 2DO = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED To CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. FILE COPY i \\d\\\\469l1E6EPlldAg lago WA i J W W a POFEs510N �/1l�lltikdEi'!i\U\' I' y z m z N LO V) O m W 03 y C L) Y 0w� c Lri C) J m .__ m 5 CO c 't _ f 00 1 ¢ C-4 14 m A DAMS HOMRS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 Z O rl LLI 0 LO \ �/ M cn z Um LD a O J LLJ D m o JmU)W 00 FT —Model Name / Number: 2508 FT —Plan Issue Date: Wednesday, June 9, 2021 F KA PROJECT NUMBER: 21-6772 Sheet: /r Of: ELECTRICAL PLAN e 0 DO m^ oFF NOG- vTnT e TOP OF BLO _--______--_ W'DOWHEAD Hm o ® ro LITE TEXTURED 4e"mc aDr,E VErr 23 SH CEMENIITIOUS COATING 'O12 6 25 SH FlN. RR.. RIGHT ELEVATION "CR" SCALE: 3/16" =1' 0" TOP OF BLOCK 'oowHFaaRm --------------------------- LITE TEXTURE CEMENTRIOUS COATING L E FIN. RR. 25 SH 25 SH 48' OFF RIDGE VENT 48" OFF RIDGE VENT 12 �6 I TOP OF BLOCK TOP OF BLOC T ObLtIE9 FIN. FLR. — — I — _ — DBL 25 SH W'DOW HEAD HGT LITE TEXTURED 25 SH CEMENTITIOUS COATING zo zo FIN. FLR. EH DBL 3050 SH d 2650 SH 2650 SH 1►.+44, 12"x22" SCORED DECR. LOUVER W/ 4" BAND N • u4 REAR ELEVATION SCALE: 1/4" =1'-O" Iilrli.ra�rrrilrli.�Ir.Irllrrdi,r��rlrlrl`rlE.lri _.. N a l j _ o0000000 oaoo MINININNNIN0 - MINE FE ci E •� E •E DEL 26 SH 16' TRANSOM ABOVE 4 WFRRI[£VEIM 12 6 VENTILATION CALCULATION Formula = SF / $00 / 2 * 144 = not sq Inches at venting needed equally for intake and exhaust Soffit product provides , ' , 4.12 net sq in / sf Ridge vent provides 18.00 net sq In/if Off ridge vent provides - 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (Sr)" 3520: s.f. Total needed for exhaust for4peT 1/3 845 net sq inches Total needed for intake (soffitares laweT) " ; ; 845" net sq inches Numberof Off Ridge Ve ntsforup} eli,1 311'z G@d, 6 LF. of Ridge Vent needed (64bir:used)a cpinbo"with'ORV)` ;'qs. 47 48' OFF RIDGE VENT TOP OF BLOC 0 2'0' FIN. FLR. LEFT ELEVATION "CR" SCALE: 3/16" -1'-0" REVIEWED FOR CODE COMPLIANCE ST. LUCIIE COUNTY ROCC FILE UUP ERG ® ENTRY _ - — - T.OdNIIRG. @ G Tt W'DOW HEAD HGT u 1114 00 LLULLAJ iD Ono _ DEL. 25 SH _ I—C, .— FIN FLR - - 3068 DOOR WITH (2} 72",. HIGH COL LITE TEXTURED 4'10" COL ON 12" SIDEUTES & ON'28" HIGH CEMENTITIOUS COATING 28"HIGH BASE 16" TRANSOM BASE (2) FIXED GLASS ABV .FRONT ELEVATION "GRIP SCALE: 1/4" =1'-O "I. S y✓i ESSt4�r � ®`• f�/f!/flFE►EdlEttELtlt tau I N g8� `C1131 W ro It-0 Lo Do F��s' LQ m aN d a �o � C�m¢m� � O ai.�.EI As 3 o..z;; w`ggn�91�gm� gad&s2� T m o J °� g a�NIN d z cat 3w WtlM'.FDSENG.CON! ❑ ❑ ❑ z � z Q i z J GO d Z N n) wo C E W C O p D V Ili " Y oDo ¢Nor $ DAMS �i0M6S �I IIII III !lII�VII��II�Is FLORIDA CONTRACTORS LICENSE NO. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: a)Lij ei O i � m M o m a 04 0- 3 E e L m LO `a 0 J LLJ OD li Jm07� VT Model Name / Number: 2508 Plan Issue Date: Wednesday, June 9, 2021 KA PROJECT NUMBER: 21-6772 Sheet: 'I Of: ELEVATION - CR SEE DE1 FOR WIND 1 < 155/C MI G.C. TO PR( BLOCKING - W/ APIA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" in z W 2 20'-0" MAX 20' " MAX . TB03 FOR WIND SPEEDS < 155/C MPH * * 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 SECTIONS EEDS xp- (VIDE 0 COMPLY :OMENDATION5- AT1NG OF DGE DETAIL W EQ. 4 q a Q v O 4 V O _ - "X" DETAIL BRACE TB01SEE CONTINUOUS BRACING F 2 X BOTTOM 4 MIN, SEE CHORD DETAIL TBO4- - - - - q � � � LL BOTTOM CHORD GABLE END BRACING @-/ .LOP CHORD 2X4 #2 SYP 4'-0" D.C. MAX. FOR FIRST (4) BAYS BLOCKING ® 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 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. T1305 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN POTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEA4 ROOF HEIGHT s 25 ft WIND SPEED (ULTIMATE) 160,0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE 14:12]-[12:12] (SO FEET) (-) VALUE DENOTES SUCTION a=4ft aLA 1A 11 Is AREA ROOF i 2e 2n 2r 3 3e 3r HIP -37.02 51.06 10 GABLE -3700 -37.00 1 58.99 1 -58.99 1 1 -68.99 1 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILED ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD T ZONE 3, 3B, 3r. ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING SHINGLE: 119z"EXP. 1 (42m) Q Q TILL -L32" EXP.1 ("20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3s" x 0.113") NAILS rDEN 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15a27, SHEATHING SHALL BE FASTENED a * WITH ASTM F1667 RSRS-0310d (2i/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .1207 NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER. NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM Y SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN la'. O NAIL AT BASE 2 ROWS @4"O.C. w/ad COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS @4'D.C. w/ad COMMON NAIL. © NAI L OPENING PERIMETER W! (2) ROWS V O.C. w/ad COMMON NAIL. DO NAIL INTERIOR AT S' O.C. M) Ed COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @4"O.C. NOTE: ad NAILS FOR WALL SHEATHING MUST BE MIN .131, x 2 112". w/ Sd COMMON NAIL DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE O PLYWOOD SPLICES 0 HEADER- NAIL SHEATH ING TO HEADER w/Ed SURFACE MORE THAN le COMMON NAILS 04" O.C. (2) ROWS @ TOP S BOTT. O (2)ad NAILS @3"O.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. %(2} TOP PLATE BEYOND 15/32' OSB EXPOSURE 1 -� T/ SHEATHING EXPOSUREI SHEATHING PROVIDESLOCKINGAS REQUIRED PER f@- SECTION X-X IF NOTFULLHEIGHTSHEET FLOOR SYSTEM - =1 NLL F sJ0 -U, LL ALL SH TMING 2.4 P.T. BASE PLATE BEYOND SEE A PLAN 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL CUD2x BLOCKING I III III III I 11 II II 111 11 Il I 1 11 II I III II 1II I III Iell @ALLSHEATHING D 10 EDGES (SEE SECTION X-X) p z III C III III 1 I �- 111 III OPENING III II II IIL___JL__-IL- IIIIII---„--- Z III III C III X III __ J ,---„-.--„ I 11 it L._ _ 11 --_ II W u.pQ O, - III II 11---IIqR ---I E III II II I II II III) 1 1 II III II 2x STUDS BEYOND. ad ad ul SEE PLAN I I 11 I IIII INN IIII IIII II' II I II II .,III li II dill I I it 4111 III II II II II 11 II I 11 II I 11 I I II II I 3y OH- -1i �- 111 I I I II 1 111 II 11 11 I IIII IIII _ 1I II IIII II 1 _i�___�_-L II III II __-u____u____u I II 11 I ❑ II I _ WALL ELEVATION DIACaRAM ATALL PANEL BLOCKING LOCATIONS MIN 2 X4 A2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA ENO, NAIL FLITCH 319" 'S=NAIL 318 PRATE TO VERTICAL W/14)Ed SPACING NAILS 3/4' 1/2' S 1 ¢" , S k(2) 8O NAILS @ 3" O.C. SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE TS13 I WALL AND ROOF SHEATHING INSTALLATION ING SECTION X-X NAILING SCHEDULES I NJ.& CON SECTOR SCHEDULE FOR: ADAMS HOMES -;Model 25083CF CR TRUSS ID SEARING POINT MUSSACTUAL CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTFs UPLIFT '.RATING C_- C5,E],E7V-EIVC,H7,H1] L/0. -349 por less HFA16/PER TRUSS MFR 1810# (9)10x 11/2" B04-all L/R -740#or less HEFA16/HUA16 1810#/13 To# (9)SOdxl1/2 (9) SOd x 11/2 All-AIRB12 L/R -1023#orless HETAl6/H10A 1810#/1040# 13110dx11/2 t1s1Id. 11/z `Fol L/R -537#or less HIOA/H1DA 1040#/3040# (18)I0dX11/2 All' L/R -2052#or less (2)HETAl6/2)HTS2D 2365#/2620# ( 20)Sad N 11/2 (48) IOd x 1 1/2 1 OOiSj' . L/R -354#orless H2dA/ITIGA 565#/1040p 110)8d (18) (10d10 x 11/2 IT 0) Btl d0}, W1,` L/M/R -861#orless H2.5A(HIOA/H10A 565#/1040#/1040# (IS)SOdxll[2 (18) IN 11/2 (9)10d x 11/2 QBb, AD7�A0@ L/M/R -1379#o1less HUA16 ITICA/HUA16 1810#/1D40#/1810# 118)10dx 11/3 191 10a x 1 1/2 19) 10d x 1 1/2 MIS L/MfR„ ;,1044 do, W, HETA36/MTS12/HUA16 1830#/990#/1810# (14)10dx 1.1/2 : .1 : (9)lad x11/2_ (9) Lad S 1 1/2 A9IA AOZS:AD2vA06. A0Y). 4JM/ft. :: 113?g6,,10, HETAl6/MT512/HI0A 1910#/990#11040# (14)led x 11/2 1B 2 ) 10dx11/ .(� A447 .. 7777 L/M/R r ",•2938#OY 10i (A)HATA15/(TMIT53Pf .2365#/2620#/2365#. (72)IDdx11/2 , •., '; GAS^ CONY, -252FUR, 3d( TGENAL 330BUR (1)lad @4 OC PER GE01/S3 :PB1 P,09,. CONY d64#ct less, .'.' PER7RUSSMRR , .l A095UPFcURrw,wNrNCIU - .-.101NT#15 2d24 l%S" HOV$-SOS2.5 B6'43# (14)1/4"x2-1/2 SOS WS& B'I MINrEM8�l7 5/8" Epoxy Anchor or ATR A17 SUPPOIRT6GWMNC2 .. IPINT#Li �.2&98#Pf IkFS"r OTr2# .2345# :III N/z°wedge n"#nor&(s) 1/4 x 1 ?fS 9p5 6"rewz TRUSSMANUFACTURER PROBLILO pATE:GFIAYOUT >DAREpFTROSSCUTSHEETS 4/2f=G` L=LEFT, I-RIGHT&M =MIDDLE BEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER 5 TRUSS DRAWINGS TRUSS PLAN 'OCR" SCALE: 1/4"=I' " OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 91 d SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE TYPE CONNECTOR B FASTENERS SPF SYP CONNECTOR&FASTENERS WE 8YP fRAME TO HETA1b W BOWS 111 on 1810 WAIT 6 W(lolled x 1 IM' aR 1585 NI MASONRY FETA20W(S)IOdx 1 VT HTA2Ow/(10)1Wx11Q" FRANE To H25AW(10)80 HALO 836 666 RTTAW(1DdRNAILS hid 685 FRAME f�K FRAMS To H10Aw/T18)1Wxl 1YY 101a 1040 RT1GAwA17ITU1 x 1 IW No 1020 FRAME. H10A2Tdi1)IOdxI 1 'AT2PLYTRU66E6 890 1080 kT164bd(1N10dx1 i/TAT2PLYTRU66E6 RN ISO FRAME TO MT812 w1(14)tOtlx11?RAT EXTERIORMTW12W(14T aw NO xIY(A?EXTEMORFRAME LOCATIONINCLUDE3112d TOENAILS) LOCATIONINCWOEDR 12d TOENAILS) INS 1198FRAME TO MGTw/R2)10tl NNL8 AND MB' A.TA. w/I2' 9990 3895 MUGT15W28)IMNALSANDNB' ATA.w3330 4485MASONRY EMBEDMENTWSIMPSON'SET'EPDXY1 Y EMBBONENTW SIMPSON'SW EPDXY FRAMETO HN2ow/Q4)IOdx IR'(AT EXIEPoOR 1128 1310 HTV2Ow/(N)IOdx11/2'(ATEXTBSIOR FRAME LOCATIOIWE(8)12d TOENAILS LOCATION INCLUDE 12d"FOEHALS 120a 1530 FRAWTO (2)HTS30wR40)IOdx11a'(ATEXTEMOR 2250 2820 R)HTW20 wl(48110tlx11/2'IAT EMERNNR 2570 SON FRAME LOCATIONINCUA E@r2d TCENAILS LOCATION INCLUDE(6)INTOENAIL9IEA) PRAMEIO HOT2w/(18)10tl NAIL6AND (2)Sr8' AT.R. MIGT2 M(161Od NAILBAND(2) E/B' A.T.R. O MA60NRY WITEMSEDMENTud SIMPSON'SEN 1pe90 w11YEMBEDMENTMSIMP80N"5117 SORB 9750 EP0XT(HDT3F0R3PL)I EPDXY(HLIGT3FOR9-PLY) O FRAME TO FGTRW JUI)1/P x T'SOS WOW SCREWS MDO 4]25 RFUBvd(12)W53WOOD6CREWSMD 71M MASONRY AND PI ll2' x T TITEN HD ANCHOR BOLTS (4)M4'x B'WWGE-BOLT (1)LGT2 wl OB1lea SINI♦EIRS QFRAME TO &O)1k'x2.1N'7ITEN2 1760 200 MASONRY EEN1 E#8B L W ©2 FRAME TO MASOINRYI (2)LGT2 wl (92)1"NN&EPS&(14) Ik".11k'TITM(2PLY tRUSB) 3500M 4030M (2)LUGT2W(32)16BSINKERU8(i� tk"x3"WEOGEJ30lT(2 MYTRU39) 3100MMI 3100-M FRAME OR(28) 18d SINNERS FOR FRAME (EA) 8240P 5770.F OROG)lNSINKEASFORFRAME(FA) aBOUF 4620F FRAMETO 12)LDTJWQ471/4Y 5'9D9 SCREN/9 41]DM 05TM (2)WL3T9W1(2M)IMx212'W828 B8M 7aww J3 MAYi .8,(81xa TffEN(2PLY TRU66 """."", ea 69604F 6EW8&H8'x8WB2PLYTPUS,61 waDF maF O SEAMTO MASONRY/ HUG OPT HUI w/ORIW NAILYA (MI/Px23I4TITEN(TOMAS.) °M1540 U#B90 f$Y1a. MIN HONOPTH04dwl (tl)IN WJLYd (12)1N'x2 We TAP= ITO L J OIM U#1B1J 002111 U4PNO FRAME OR(12)IN&(8)I"FOR FRAMER SYPF SITMA CR(12) led a(8) IN (FOR FRAME) SYPF 9YPW MASONRY PT (2) NETAI 8 O(2) HETA20 1920 1920 CUHTAIBOPI HTA20 TOO O MASONRY IPLY w/(la) 1 ad x 1 In' OR MN 2385 1FLYwl (t011ptlx1112'OFi 2.RYW(14)ted 2FLYw/(12)lW HRSMNvd(aj1Od NUSAND(4)1k421/4- 9M6. 1110 HTWM18w/R)10JNAI1SAN0(411IPxIXA" 1,, URE FRAME TO TACCN6 W£DQ BOLT O MA90NHY HTSMM wlROTOd NAILSANO M)114N21W gas 1110 TWM20w1110)iBtl IJARB ANO IR V4•xiSM" TAPCONS WEOC6-WLT 1145 i223 OFRAMEW P H10SK(S)81x111 NMU3AND(2)&SA" No 910 MA9CNRY TITAN HO TO OtC22 vd go IN x1112' sas moo OT8-TZW(B)1l4'x11/YWsi6WOOD OFRAME MABfRRY 6CREWSAND(1)109A.T.REPDXIEDw/ INN 2145 6OREWSANO(1)109XT.R.EPOMEDw/ 1510 1835 SIMP90N'SET' E NGIE" svpac , .$E GFE NOTE" FRAMER° MTSW(28)16d#IWNAHJANDI11N8' B HTT45WORI)l6dx2112"NAILSMIDU). E NOTE"BELOW) 5Sam5085 NOTEMEEIAFRAME TO RT4W(18) led W IA' NAILS AND(1) 518-B HTT40 W US)redr LOG' NAILS AID(1) MASONRY ATAEPWIEDWSIMPBGN°BET' SEE NOTE"BELOW 1 1 3ND 423E SAPS A:T.R. EPDXIED w/SIMPSON SET' SEENOMA ( BELYYJ7FRAME - 4160 r<D TO x103w/1241i0tlx11/2'NAILs 789 e1D 1U0T1 w1123)8dx11/YNAILS DS m48 FRAME FRAME TO NM9KTM(4)1kNI LAF-SOSWY°D 780 700 MISS YY (9) IN. 1 IQ' NALS a 1395 INSFRAME MASONRY WRII&(5) 1kNB x211C TAPOO (4) IW x 114' TAPOM TO VGT'W IT B) 114'W06 WOOD SCREWS8 MASONRY (1) mrg A.T.R. EPp10W W SMPSON-SET" a665 4WO M 12- MIN, EMBEDMENT TO (2)YGT Nd (az11/4NT SCGWOOD SCREWS OFRAME MASONRY a(� 6B'BAT.A ERRoamw/aNFsm a17C 7186 "SEr WI1Y MIA. EMaEDMENT VOiw/OB)114 3 SORT O9CREW58 MUGT15 wl (22)tOd NAUSa HTi45 w/(18) XDFRAMER° FRAME HDW-SOB25 wlNB)lk'SQ T/YaDRWGW 1285 4688 led NAILS A (1) w S ATM - 4160 SCREWS&(I)NT'BA.T.R. OFRAMER° Y (2)HTT5 w/(52) 1 BBI 1M'"IS & 1 4375 me (2) HTT45 w1(52) 1 S4k21/Y NAILS SOOS FRIA &(IRB'BA.TAOICENOTE") Gvueoel rjT,wrmn9 unTeR. i. CONNECTALLFLOOl9TRUSGES TO INTERIOR REARING WOOD WALLS I SENIOR w/(2112d TOENAILS 2. ALLTRUBSTOTRUBSWNNECTIONSAREMWMDBYTR WMANUFACTIRMI,U.N°ONPLW. 3. DUB. MAY USE EITHER SIMPSON OR" CONNEC110N9, SEE FRAMING PLAN FOR CONNECTOR CAI OUT 4. FOR SINGLE PLYTRUSSES, SCAB ON BULL HEIGHT SYP*1TWTO TRJSS VERTICAL WEB wI(2) ROM OF IN NAILS a WO.C. STAGGERED. 4 1Y'MN.A.T.R.EMBEDME @CMUI NDSE U.N.O. S. STAB TRUSS CHORDw/4'4PV BYRNµMATCH CHORD LUMBER 91if)wI(2)FORMS led @4' FROM ENDS 4' O.C. SRAGGERED:CENTERATOONNECTORLOCATIONA6 MJCHASMSSOLE. O MINMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTION FOR ALL ROOF/FLOORTIURICSTO MASONRY WALL61UWELW ICFWAU.B UND Cif PLAN 2. WNNECTIONAT24-ORBYO.C.PMMNGVEWICALSFDRALLFI.00RTRUSMSPARALELTOMA90NRY WALLS SEE DETAIL PONRE LI FOR MORE INFCRMATRN 3. CONNECTION FOR ALL HIP JACK(CORNER JACIO TO MASCNRY WALLSIICF WALL&LINTEL6 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MAWMRYAT W OC MAIL. NI AT EACH CORNIER, OC. TO VERIFY LOCATION GOES NOT CONFLICT w/TJI OF APPUCABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS WI III TONAILS MINIMALCORNECTORUNOONFHAMINGPLAN 1. WNWCTOHFORJADKTRLISSTOWOWWALLORSEAM MIN 0 NNEOTOR UNOON FRAMING PLAN 1 CONNECTION FOR PLLTRUSBESTOIMERIORIEXTERROR BEARING WOOD WALL8ANOnR BEAMS ROOF FRAMING NOTES 1, SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND 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) 10dTOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER. OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OFTHE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS, FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REVIEWED FOH CODE COMPLIANCE ST. LUCIE COUNTY BOCC k ROOF f' o.H. TYP. ° "�- METAL DRIP EDGE + C.M.U..OR ICF WALL 2 x SUB -FASCIA o SEE TYP. WALL SECTION .m--ALUM FASCIA Ti 2x4 P.T. FASTEN TO C-M.U. W/ 11/2' LONG T-NAILS LCIP 2'-0" O.C. SECURE JCHANNEL. (P12"O.C. '.,FILE COPY - CONTINUOUS VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY Tt RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING VIAND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL V N C T . fJ O' w i III �P•(rG' `� C. '�'+ee+araatl€4:c v N G-'u�5- ON (O IO a W to co c .a. DO CO r - P a d LU NN -a sRa BAR 100 WN�oS CL d Qgw`L u 4 JWW Q 3� D. "J3 Es g' Z� r3 0 s R� °s Ian�Rm m o naB E 2� d m d O y N Q UM '€RE Q o -' 1O p BE, Z WWW FDSENG.COM ❑ ❑ ❑ O Z o z N S r - N Z N w a 41YIBw.,._ .a - w � to G F LO U O _ 0ti� 4 S of 0 4 m DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE T Job Information: 0 z 0 LLJ �_ m M Y L_ R U M a 3 z " m 'a wJ W v / V J tl. ® Model Name / Number: 2508 ® plan Issue Date: Wednesday, June 9, 2021 ® KA PROJECT NUMBER: 21-6772 Sheet: 6 Of: ROOF PLAN A LINTEL SCHEDULE ® ■ LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK, CELLS WITH 3000 P.S.I. GROUT ONE its 0 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR MAN. FOUNDATION PLAN MIN. LAP 25- (ACI 530) FOR MORE INFO TOP OF SLAB ii MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.5.1. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/I6)-10d X 11/2 SPS OR. SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2xTOP PLATE 1' STANDARD HOOKS SEE MSOB FOR MORE INFO TYP. FILLED CELL W/3000 h P.S.I. CONIC. W/1 #5 REBAR VERf, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 1 'r 8" C.M.U. 1' 2-x #2 SYP/SPF P.T. W/ (3)1/2" X 8" "J" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR I' (8) 2 7/8" HILT[TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO FRAME (EXT/BRG/SHEAR) WALL TO N.T. MS03 AxnOnnloV rnkIAICr TInM r1CTA11 #5 REINF. 20" MIN. LAP BAR A #30R #4 REINFORCING �� BAR #R & #d. LAP Sol ICE '�f�25" MIN.LA�P y #S STD. 90° HOOK s #5 R� EINFORCING BAR #S 1 AP RPI ICE SCALE:1"=1' O* 018 REINFORCING BAR *GRADE 40 U.N.O. #61 AP c_Pt.ICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIRE ENTS SIZE TAPCONS .SPACING #ROWS. 2 x A 1/4" X 2s4" 12' O.C. 1 2 x 6 1/4" X 2sA" 12" O.C. 2 2 x 8 114" X 2sA" 12" O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILRY OFWINDOW MANUFACTURER. -PRECAST `LINTEL ur a (2) 2X P.T. i ' > BUCKS W/ L 1/a' O.S.B. BETWEEN i FASTEN PT 2 NAILER TO MASONRY I I IF DOUBLE 2X NAILER 15 USED, USE 1/4"X 4 1/2" TAPOONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. C LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM 17'-4" 950 PLF 172 PLF 404 PLF 78 PLF 86F1 M NBIMUM 9'-4'° 1843 PLF 200 PLF 1133 PLF 50 PLF 81`16 -1B/1T 16" MINIMUM 7'-611 2661 PLF 921 PLF 1634 PLF 552 PLF 8F16 -1B/1T ® 7'-6" 2661PLF 1349 PLF :1634 PLF 400 PLF 8F16 -1B/1T 4'-6" 6112 PLF 172 PLF 2724 PLF 78 PLF 8F16 -1B/1T ® 12'-0" 1254 PLF 190 PLF 559 PLF 133 PLF 8F16 -1B/1T 0 4'-6" 6113 PLF 1796 PLF 2724 PLF 421 PLF 81`16 -1B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) ELEVATION "CR" 0 q xaMAR AT TPP NN 0 REOb I -In• OL=J+R c.T+u JJJ� @ • � gRWT q RI'LAR AT 90TrpM $ 0 ct,• OF LIMIO- CAV IN BOTTOM REINFORONG Y%a"ACIWiL PROVIDED IN_NTs- NARIM) 6" NOITNrLL WIDTH TYPE DESIGNATION . NLLID WITH CAOaT � a . aNiLLED r WAMITY CF •s R®AR AT POft014 q UN U,vIT- 8F16-iH/it1( NOHNAL IAV TN I. [i Wily LR Y N°MNAL 41aGHr REI AR AT TOP MATERIALS 1. f'c precast lintels - 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. fc grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90W/ minimum net area compressive strength =1900 psi. 5. Reber provided In precast Iimel per ASTM A615 GR60. 6. Feld rebar per ASTM A615 GR40 cr GR60. Pmetraming strand per ASTM A416 grace 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mercer head and bed Joints. 2. Shore filled Iintuls as required. S. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5.1/2" long notches at the ends 10 accommodate vertical cell reinforcing and grouting. 5. All annals meet or exceed L/360 vertical deflection, except times 17'4" and longer with a nominal hotel of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32 diameter wire sbrups are welded to the bottom steel for mechanical anchorage 8. Cast -In -place concrete may be provided in composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 lO.Untel 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 engin"melf ]etter. if a smaller lintel is installed contact FOR for approval, SAFE LOAD TABLE NOTES 1. All values based On minimum 4" bearing. ExcapUom Safe loads for unfilled lintels must be reduced by 20%If bearing length is less than 6.1/2". Safe loads for all recessed lintels based an 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Sets loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry, above the precast [Intel. 6. One 07 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resistng moment and shear at "way from the face of support. 8. Far composite lintel het" not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear feet PEViEWED FOR CODE COMPLIANCE ST. LUCIE COUNT'° BOCC Fl- PRECAST "U" LINTEL W/ SOOCPSI CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT ..HURRICANE R ANCHORS !i R R 10" STD. 90 HOOK HF OOK� (TYp.) _ +� fj a. STD. 90 DEGREE '4 REBAR ON BOTH SIDES ANGLE 3000 P.S.I. OF OPENING U.N.O. WNC. W/1 95 01 TYP. BOND BEAM RE8AR 8" x S- x i6" K.O. PROVIDE KNOCK -OM LINTEL BLOCK BLOCK FOR FIRST FILL W/3W0 P.S.I. COMPLETE CMU COURSE CONIC. W/1 #5 DIA. BELOW SILL&FILL SOLID REBAR ". W/ (1) 08 BAR FOR ALL WINDOW OPENINGS 6'.6" AND LARD INDICATES FILLED 8' x 8" X 18" CELL FROM FRG. TO CMU U.N.O. BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) • • .'.. • •SEE •:: •": • . . FOUNDATION PLAN SEE FOUNDATION FOR EOCATIONS PLAN MS01 I BLOCK WALL REINFORCEMENT N.T.S. < E co ct at a � O 12 12 @ E gM $mffi i^�� W wa m `o Qom,°` a x 6 o z=� !IJ g °C Y �aaa a`sE�s 3 � 3 0 m 0 ¢ U WWWSIDSENG.EOM ❑ ❑ U to 7 r7 d Q a J 0 1 0. Z n VIA �2 v N If LLI a i � « I t- o77-0 t/l c m U <o I GO � a a(14opa� _.. ,& D S HO FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Tj Job Information: LL F- a) d) tri o a) Lf) O W U 7 -a CO N 2 N a Q 3' N z H i V m to a O /yJ/y�� Q////�/� a' U) 0 Oi W VJ ® Model Name / Number: 25®$ T Plan Issue Date: Wednesday, June 9, 2021 ® KA PROJECT NUMByEIR S: 2d-67/2 Sheet: Seel Of: LINTEL PLAN 2x6 #2 SYP P.T. ° W/ (2) w xs, WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" a "J" BOLTS WASHERS SET 1N FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o TI SEC NAL O ® OVERHEAD DOOR CONT. P.T. #2 i\`\\`\1\1111111 llJl/j�0js F WOOD ♦ O SYP2"X6 N 't ai rr.r TRIM oo \�� Q.•r," �f 2"x6" P.T. WOOD JAMB U �p ©F w DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR ���✓i �OFESSIONP TRACK MOUNTING DETAILfol o MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.s. �9 to a 0 li ti 5 Is to 00 8eC1103 Q gm ae JJ JJ EE EgWqW_ LM - o,58 H. m 3WNOpJNOJZ w E �W�NFC w a BLOWN -IN R-30 INSULATION PER FBC �' E'19 e W n. W9 AND ENERGY FORM SUBMITTED WITH a 3'Q g g 3 O x r PERMIT APPLICATION PROVIDE BAFFLES l l i 8I A r O 22 BLOWN-INR-30 INSULATION PER ( ),�->fYI �, ' AT EAVES FOR VENTED ATTICS � @� � � � � � FBC AND ENERGY FORM SUBMITTED , 12 FIBERGLASS SHINGLES OR g E rg.Z iX812 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) z dPROVIDE BAFFLES AT EAVES i� OVER APPROVED UNDERLAYMENTW V rij SEE PLAN (FOR VENTED ATTICS) \ PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- ,. r " wom.r�swa.con+ FIBERGLASS SHINGLES OR TRUSSES @ 24" [RSH] ON FRAMING SHT. FOR rn TILE ROOF (PER ELEVATION) (0 r SHTG &FASTENERS. n r OVER APPOVED UNDERLAYMENT r {-�� PER FBCR 905.1.1 OVER APA ' r ` ] _ SEE ROOF PLAN FOR Z Oo o ROOF SHEATHING -SEE SCHEDULE- r `� TRUSS ANCHOR (SEE PLAN) �� : - TRUSS CONNECTION z a � -- PREENG. WOOD [RSH] ON FRAMING SHT. FOR \J�`J�A��J�J�.�"�J�.J`_/�.r`�' _ _ _ _ SEE PLAN FOR �( , �F INFO &LAYOUT DESIGN `1 ¢ _ d TRUSSES @ 24" O.C. SHT'G & FASTENERS, , BRG. HT. - - -- - - - - - - -' SEE PLAN FOR r 1 DRYWALL ETAL DRIP EDGE TOP OF BEAM , - _ _ --'- -, �1 L TRU ANCHOR (SEE PLAN) LT PAPER ' u v rr J. u v r rr u v u rr r � 2X SUBFASCIA 'I �� O 2 N To BEINSTALLEDON OUTSIDE TRUSS PLATER 11 `• SEE RO F PLAN- N z M FACE 3/4" P.T. NAILER r r l FOR B M SIZE & i J��_/`-:�_ .R ' �"-""CONNE TION INFO_ 'I", w v SOFFIT: SEE ARCH. ,11 IF 1/2" DRYWALL PLANS ' .=...,:. = s.— _ - -METAL DRIP EDGE _� r �q 32 1/2" DRYWALL CURTAIN NAILER ^ 8 x 8 x I6 K.O. Q 1 x 4 P.T. @ WINDOWS R LINTEL BLOCK �VVL� c y CONNECT ALL 2x STUD 2X SUBFASCIA I. x 8. P.T. @ S.G.D. „ O.H. W/ (1) #5 DIA REBAR & LnC2 R TO TOP PLATE WITH (4) '^ SEE ELEV, 3000 PSI CONCRETE iCC] V lbd TOENAILS SOFFIT. SEE ARCH. „ ,. w PLANS PRECAST "U" LINTEL „ r �. t H . 1/2" DRYWALL SEE SCHEDULE „ HB&G COLUMN WRAP OR �. _ 'S oo JI SEE PLAN FOR HEADER SIZE P 2X4 #2 SYP P.T. FRAMING 09 r= P W/ MIN 7/16" O.S.B. O ao v $ e SHEATHING ATTACHED PER Q 6 Sn '. QNAILINGSCHEDULE 15/32" OSS EXPOSURE 1 ON �i ,1 m O.H. EXT. WALL W/ ALL EDGES BLOCKED. SEE FLOOR PLAN FOR w MAXIMUM OF 3 2X PLATES MAY BE %. � � �' AM HOM1 �� ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. % COLUMN SIZE & BASE ; w PLY ATTACHED W/ (2) ROWS OF16d (OPTION) STAPLE: 16 GA. 1 3/4" 6 CONNECTION INFO... rn STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON A FILL CELL -(1) #5 DIA. r , W FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. M REBAR W/ 3000 PS[ „ corc.AULocanoNs SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY SHOWN ON „ PLATE W/ 5/8" x 8 GULFBREEZE FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN „ & FLOOR PLANS PSON HIGH -STRENGTH FOUNDATION 1 ' Q. (G.C. TO VERIFY W/ FLOOR PLAN N i ANCHOR BOLT SET IN DIVISION LOCATION: SIM EXTERIOR WOOD WALLLOCATION OF S.I IF NO EPDXY6" MIN. EMBED. PORT ST. LUCIE OPENINGS ARE INDICATED, FULL a STUDS ARE REQUIRED). _"•. ® Job Information: NOTE: 44' MAX. SILL HGT. ON r . •. ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW W/ SCREEN WINDOW STOOL CE14ENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ FINISH 718" THICK PER ASTM (4) #5 VERTICALS FILLED SOLID lx4 P.T. WRAP or C-926.98A „ STUCCO BAND PAPER BACKED FOIL R-4.1 P SEE ELEVATION FOR MORE INFO ®fiI 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL RE Y ED FOI PER FBC AND ENERGY FORM 1 ` OM y g 1 1/2" DRYWALL MORE INFORMATION). SEET613 y (SEERIORTIONS) CODE COMPLIAN SUBMITTED WITH PERMIT , ON SHEET 6 (SEE ELEVATIONS) �o �+ C N ei FOR NAILING INFORMATION FOR APPLICATION ST..LUCIE COUNTY O 00)) FIG. DOWEL #5 DIA. REBARL " a R 13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P.T FURRING M WOOD FRAME WALL PER FBC ITIN CONCRETE - 25" p] //��►/+ � M .O. AND ENERGY FORM SUBMITTED. SLAB. ALL P.T. 2 8 SYP. BASE PLATE 1 x E P.T. E70 V G w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACT 530) ABOVE r WITH PERMIT APPLICATION HD) W/2" WASHER AT 32" O.C. WOOD BASE - ON FOUNDATION ONES SHOWN PLAN FOR FTG SEE FOUNDATION N a 3 WOOD MIN. 6" FROM END - SEE WS07CL SEE FOUNDATION PLAN BASE FOR TERMITE SHIELD - � SIZES AND I-- W m rj t SEE FOUNDATION PLAN FOR FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION _ TOP OF SLAB___ LOCATION M / ^ ( /'� r. O W LU =) M ram. •'-- * -�:�*; �- * * --'" !�,'-'T �, �,• _ — _ _ — _ _ x -d��t Vim-.- * r+-.*.—�- x — _ — _ _ _ _ — __ o, Model Name / Number: :GRADE - GRADE 't ry 2508 CLEAN iv 3w .'SEE PLAN FOR b 9 • • • - Plan Issue Date: CONPACTW - - .� w3 rRE-BA RQUANTITIES ' C FILL I T .• m (7 11 �C COPY l Ifil fLG "��'" - Wednesday, June 9, 2021 SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION KA PROJECT NUMBER: 16" FOR FTG REQUIREMENT$ PLAN 21'6772 Sheet: OL. WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=V-0" WSO T PICAL WALL SECTION - 8" CMU 3/4"=1'-0" CD23 I COLUMN @ ENTRY - CRAFTSMAN STYLE N•T.S. TYPICAL FRAMING DETAILS _ WHEN REQ'D RECESSED PRE -CAST LINTEL SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. W/(1) #5 REPAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3). 16d COMMON STRUCTURAL TOP TO ALLOW CONT. 2x4 BL G @ 16" O.C. — NAILS(TYPJ - I SHEATHING AROUND CURVE. MIN. 2 TfTE CLIP EACH TRUSS ANCHORS TO 2x8 (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE LINTEL '� (SEE PLAN) ® ;HEADER PER _/ EXTERIOR SHEATHING LOCATION ATTACHED PER NAILING '� 7/16" O.S.B. 2x8 W/ (3) 12d �„ ® SCHEDULE TB13 ON , EA. SIDE TOENAILS EACH END ® / SHEET 8 STUD ANCHORING: o ERI 7/16" OSB W/ W STUD TO TOP PLATE: 2X BLK'G. /16" OSe W/$d NAILS 16" O.C. INSULATION AT EXTERIOR SIMPSON SP4 TO O.S.B. - NAILS ® 16"-0.C. I EADER TO SIDE & TOP NAILER WOOD FRAME WALL PER FBC W/ 2 - Sd TO SIDE & TOP NAILER SEE PLAN) 2x W 3 12d ® AND ENERGY FORM SUBMITTED ALL EA. END TOENAILS EACH WITH PERMIT APPLICATION 2.X4SPF 2x4 SPF CONTINUOUS /16" O.S.B. END TYP. EXPOSEDEN XTo IINTERTERIOR I10R ALLIS �. AT 18" O.C. EDGE VIEW BLOCKING ATTACHED A. SIDE 2 X 4 P.T. TO 7/16" OS W/ (2) Ed 2x4 SPF CONTINUOUS , STUD TO HOT PLATE: NAILS. SEE DETAIL ABOVE BLK'G. TO O.S.B. BLOCKING ATTACHED SIMPSON SP4 / 2. 8d EA. END TO 7/16" OSS W/I,(2) Sd NAILS. SEE DETAIL; ABOVE LINTEL '• .' 2x BUCKS SEE MS11 'r`,�( 1/2" X S" FOR MORE INFO EDGE VIEW 7'-O" MAX NOTE: HOLD FRAMING 1/2" ' ' ANCHOR BOLT WINDOW OR DOOR OPN'G BACK FROM FACE OF BLOCK @ 32" O.C. ``�1�T,`1t40t tiPlfP/rs FOR SHEATING TO BE FLUSH WINDOW OR DOOR OPN'G WITH BLOCK FACE 8" CMU WALLit W``P.. s '"��� 2 f �Q; �26 N.r.s. WF02 DETAIL @ARCH WINDOW FRAMING N.T.s. WF21 KNEEWALL @ENTRY FRONT WALL ¢ v �P WF01 DETAIL @ARCH WINDOW FRAMING ] 3/4"=r-°" s� ���ZZ 5 PROVIDE 2x4 ON TO %i✓/�YoQOp S S- OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 7"//2{)fN16►Rt11E1 R TOP PLATE ATTACH W/ 3" O.C. -DOUBLE 2x4 •a (2)12d NAILS O.C. TOP PLATE STRUCTURAL SHEATHING (SOLID BLOCK W/ 2x6) 7/16" MIN. NAILED W/ 8d 4g"M7iy. a 2x4 STUD COMMONS @ 3" O.C. @ ` EDGE & 6" O.C. FIELD RUN PER PLAN `. FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE � III BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA., TOP PLATE `� SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD STANDARD j (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN GABLE END FRAMING ?� i ` TOP PLATE W 8d 21/2" x 0.131 NAILS (SIM. w/ 2x6 I*NO REQ'D. WHEN QT SYSTEM IS APPLI ED� STUDS 2x4 w/ 2 ROWS OF R. " g n N` \ ) 12d NAILS 0 3" O.C. F F. W I- TOP PLATE TRANSITION P E E + Huc2m (2) a_ � I SIMPSON HUC410 OR f z PIPE OR DUCTw/ OUBLE12d TO BUILT-UP COLUMN. �'.��01 PENETRATION THRU. TOP SPLICE ,. A SUPPORT COLUMN BUILT-UP MIN. m 8 ��, _ I+ +I N TOP PLATE w/ MORE ; (NAILS @ 8" D.C. EACHZPLY d If Q a �."'� W W 4 THAN 50% OF TOP ROWS 12d i (SHOWN AS 4 x 4) g Q Od i O 2X TOP PLATE TO 3 PLATE WIDTH INSTALL @ 3" O.C. ' '� '6 a a �.g m R S O GABLE END W/ 16d > SIMPSON PSPN516Z I , , (2) SIMPSON HETA20'S W • p NAILS @ 6" O.C. I w/ (12) 16d NAILS TYP. ,y7 , ,, ,, w/(LZ)-16d EA, TO COL, m,� '• v Itl In I TOP & BOTT. 7N r'� +a ALT: (2) MSTAM36 STRAPS 9 �.� P+ = - + I -.` _ +-+ NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE LL L BLOCK `4 i C Ea O Ca W/ (13)-10d NAILS I° d $ 9 Z 8 t"q�' = o + + + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER. STUD 4 TIE BEAM SIDE TYP. TOE NAIILS MAY BE SUBSTTUTED W/ .R ° VAIM.FDSENG.COM ❑ ❑ ❑ W/ SINGLE @ SE O.C. � (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE &TOP TOP PLATE W 8d 2 1 2" x OA31 NAILS � (7 SPLATE HEATHINGLYWOOD * NOT REQ'D. WHENQT SYSTEM IS APPLIED z o 0 COVERING NOTE: SSS z N PLATE LENGTHS MUST BE AT Q. LEAST 8'-0" LONG. TYPICAL GEIS FALSE BEAM AT GABLE END N•Ts WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-D" CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.s. z N Ln UI m QJ J L 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ V) (1) ROW 16d 2x6 SYP. #2 tUp m m °° NAILS @ 16 O.C. RIPPED w z w E 1" W144• 1 1Lh BOX HEADER DETAIL , C ego * CRIPPLES MAY/MAY NOT BE PRESENT. ¢ w o nD Q'im n IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION DAM HOMES I (1) JACK USED AT EA. SIDE EACH SIDE OF TO BLK'6. O.S.B. OPENING G.C. TO W W/ 2.8d INSTALL (3) TITEN HD. EA. END (2) 2 x4 LAMINATIONS WI(1) ROW OF STAGGERED 10d. (3)2x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED Wd 13) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d 5/8" x 8" EQUALY SPACED COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) PER SIDE INTO CMU AT TO HEADER, NO BASE EDGE VIEW (D"0.162",L-3-1/2")OR EQUAL (0=0.162".L=8.1/2")OR EQUAL JACK HEADER SUPPORT NO. OF! JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 WALL JACKS KINGS I JACKS I KINGS SIZE EA END EA END I EA END JEA END LESS THAN 4' 1) 1 2) >4' BUT <9' (2) (3)- (2) (2) 0'-0" - 16' 3 4 3 4 HEADERANCHOR IMI NAILED TO TOP PLATES, HEADER&JACK .. FLORIDA CONTRACTORS LICENSE NO. CRC1330148 HEADER SIZE NO. & SIZE OF 3000 GULFBREEZE PARKWAY &GRADE RALFTERTIEs EACH END GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE NOTES: CONNECTOR REQUIRED PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/410IA. x 51/2" LAG OPPOSITE SIDES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) (3)16d SEE PLAN ♦ Job information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) RERER TO NOS SECTION 15.3 FOR SP4 AT 2X CRIPPLES @ IV, O.C. SEE SCHEDULE THE THICKNESS OF THE LAST LAMINATION, ADDITIONAL INFO. COMMON FQR WLL 24" O.C. NAILS(TYP)W/ AND BOTTOM SP2 TYP. + HGT. TOP AND BOTTOM 2-ROWS 1Zd NAILS WF37 TYPICAL COLUMNS DETAILS NTS __ __ STAGGERED@ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO •.:. FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) �o. F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" M M-ML♦1. IIII %7IJ\,—HEADER PER LOCATION----a,AN ' Ili I..// SB TO ... , IN :• • ' EACH • WAff#MWV"A * WHEN STUD LENGTH 12' O/C EACH FACE OR 3-ROWS REVIEWED FOV IS LESS THAN 12" USE NAILS STAGGERED CODET. LSTA30 STRAPS AT EACH " STUD WRAPPED OVER @ 12" 0/C FOR 2 x 10 @ OR GREATER HEADER M PL�A1 IL •C COMIE PLIANCE I �• a7V TOP PLATE & NAILED VCVD COUNTY TO FILL HEADER EACH SIDE FILL ALL HOLES IN BOCC STRAP DOUBLE 2 x #2 S.Y.P. HEADER W{ N O � 1/2" FLFTCH PLATE W i U lad NAILS @ HEADER. (U.N.C.) 8" O/C TYP, IN FILLING AND BLOCKING AS > f` s N CL 3 DOUBLE 2 x 4 REQUIRED FASTENED TO U . CRIPPLE STUD TYPICAL (U.N.O.) HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS - 0 J Lu m!^. NOTED OTHERWISE LL V i m U) / ♦ Model Name / Number: 2 x 4 STUDS TYP. I 2508 SIMPSON HTT4 W/ (18) /-CMU 16d NAILS &A 5/8" EXPANSION ANCHOR rr FILE COPY L ♦ Plan Issue Date: W/ 6" EMBEDMENT U.N.O. OR81/2"ATGAME Wednesday, June 9, 2021 NlNT STEP DOWN ♦ KA PROJECT NUMBER: * HOLD DOWN CONNECTIONS NOT REQUIRED @BEARING P.T. HOT. PLATE, A 21-6772 NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN'G Sheet: Of: IVIS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/z"=r-o" [ WF09 WALL HEADER DETAIL N.T.s. TYPICAL WALL DETAILS 2X4 #2 SYP BLK'G @ 16" O.C. W/ MAX 9" UNSUPPORTED ' *DIAGONAL SPACED AT 2W-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH) SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN (MIN. FIRST 4 BAYS) 8LK'G @ 18" D.C. OR EQUAL TO 45 ' MINIMUM 2"x4" - - IF > 4 Sd NAILS @ 4" O.C, IF > 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING .+� X 0.131 @ O.C. FA. SIDE (SEE PLAN FOR T „ +�- r ---J L AND ROOF ATHING, SEE TB13 LOCATION) .-<, .^'" BLOCKING �FOR " SYPCLIIICATIIENS GABLESy� 2x4 SYP OR SPF CROSS BRAG "TALL. APPROX. 8" FROM RIDGE 2x6 SYP L BRACOE FOR - • . THEN 48" O.C. AFTER. NAIL W d @EACH & GABLES 6'-0" AND TALLER. ATTACH L BRACE -• RO A w/ CR05`2SING AT 45 ANGLE. - s -•" " (NOT REQ'D WHEN GABLE IS FASTEN (i) SIM ON HGA10 12d NAILS @ 4" O.C. 4.1" OR SHORTER) RACE CONNECTOR FROM GABLE TRUSS CONT 2x4RUSSSYP OBAYSF(8'-0') NNAILING ED) DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d W/ 3-12d TO CHORD (MIN BLO K/PLATE NAIL GABLE TRUSS 1� PER JOINT 1ST 4BAYS) TO TOP PLATE w/ ` CONTINUOUS LATERAL BRACING � 2x8 .T. PLATE 16d NAILS CH O.C. 1/2"x8" ANCHOR BOLT _ NAIL OVER X-BRACE AS SHOWN- 2x4 SYP OR SPF BLOCKING �— 4 BAYS AT 48" O.C. MIN. BETWEEN TRUSSES @ 48". KNOCK OUT COURSE - CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPFOR O.C. MAX. FASTEN TO EA. TRUSS W/ 3.12d NAILSEMASONRY WALL SYP w/ (3)12d @EACH EE ND TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TB13 FOR ATTACHMENT RUSS w/ 2.12d AND 1 TRU S H8 OVER JACK TRUSSES, SEE 10-1Odx11/2" NAILS PLAN. TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 - @ 48" O.C. w/ 8 1/4"x1 1/2" `• 2x4 BLOCKING 2-12d TOENAILS \\ �`\\ gR� N w/ BIDS WOOD SCREWS GABLE NAIL TOP OF "T" I PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d ,r' �S .I �( CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ .+ BEETWEE N TRUSSES BELOW, SEE PLAN. 10d x 1 1/2" NAILSNAILS EUS NAILS ND TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE v gip. o,�'`f°N A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GEO1 GABLE END BRACING N.T.S. '''°"••", ..........ta� �"ell . WOOD TRUSSES AT LEAST ONETRUSS 6" OVERLAP 'P�441)IiI1t1a1a6Y\�. A _ - TRUCTUL PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD --- OF HIPPED TRUSS W/ TO PREVENT SHEATHING ACK - .... SPAN EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. TOM MAX. SPAN (EITHER G.T 17 SIDE OR BOTH IF. REQ'D) (2)12D NAILS MINIMUM (3)12d I ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR BRACING SEE * SPACED AT 10'-0" MAX SYP TRUSS T:' w F W m PLAN - 1-$ ~ Rc at x W LL € P 4 toCKING 2X4 8N B'•9— ESHIP TRUSS gg.t Xa a TRUSSES SECT. A_A �5� a= o s OIL TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TBO4 TRUSS BRACING OVERLAP DETAIL (TYP) N.r.s. m og 2� a G gE8 ® o n 1 e Z m_aE Y 0 S � �� ❑ ❑ ❑ r WINW.Fl]BENG.CGM Z S Za TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2014 a 07 ~ _ (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA 13 GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT _ N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE UMRED P7 TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT 1 w 19 EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LITERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL 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) 3.12d NAILS AT EACH TRUSS INTERSECTION. O U w g 04. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEIUNG ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDETRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. � J SEE TYP. TRUSS BLOCKING DETAILS L) N E ' SHEATHING I- { � 3 TO 4 TRUSS x4 AS SHOWN S . r C 0 i I O/�I,I TRUSS SPACES [ALTERNATE DIRECTION Ik; _' Q N o P. \ W RUS ADAMS HOME VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS (2)-1. NAILS SECTION. TOE TRUSS F3 OR HCLR/LL IN PLACE OF (4) SOD REQUIRED 0 RAFTERS GREATER THAN 8'-0' 00 GULOFBREEZE PARKWAY46 SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32663 SEE PLAN oUBLE TOP DOUBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE.ENG. TRUSS SECTION B-B VARIES w ROOF 2x STUD WALL P, N SLOPE \ 11 PORT ST. LUCIE Job Information: CONV. FRAMED RIDGE \ \ \ / / / MAYBE NAILED w/ MIN. VERT10AL SCAB 2x6 412 (4)12d WHEN R LANDS SPF 4W O.C. W/ (4)12d 2X4 SPF BLOCKING \ \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 BLWNG. NAILED* EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @RAPIERS GREATER \ \ / B THAN 8'A" � 2X4 SPF BRACE \ \ @ 48' O.C. - NAIL w/(4) / \ �y �/ I�_��/ r' V RE V IE YY E L) F V COLLAR TIE EVERYSrd \ 12d AT EACH END & \\ \\ ALTERNATE DIRECTION n CODC®MPLIANO SHFATHIN jf" RAFTER \ CO1111i�°�`' Ge 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS .(OPTIONAL) ` ` . - ' ST. LUCIE R `c r Z C � 0 EACH END, CONT. EACH BAY TB / / TTR SSES*+® ''. " 0 2X4 SPF W/ (2) #7X3-1/2• DR B WOOD SCREW EACH TRUSSSE / / E PLAN W L)0) ALTERNATING OR HIS@ 48" O.C. BLOCKING OR / / M 4) 4= M CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / L /y�' U1 U co Ili SEE PLAN FOR CONNECTION TB SIMPSON A34 OR \ \ / / O _j 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 S7P RIDGE BEAM (USP MP4) @ \ \ / / 2'-O" ON CENTER \ \ / / BLOCKING 2tf '^ 00 J m V J v J LL TRUSSES W/ (2J12tl NAILS ® AT B'-0' TRUSS EACH END 2x6 0 2'OMMON 2X4 SPF \ ^ / TRUSSES V Name Number: MAX -)(- RAFTERS : BETWEEN Y Model / MAX, w/ 13) COMMON TOENAILS rD FUDGE BEAM @ 24" O.C. MAX.w/ /, 2X4 RAFTERS WALL BELOW FOR SPANS LESS THAN / . \ (3)12d EA. END (TYP.) 2508 (SEE PLANS FOR TYPE)CONC. MASONRY 4 FTMON T D.C, MAXMAXw/ GE BE COMMON 70E NpIL570 RIDGE BEAM SEE PLAN nv � Plan Issue Date: — — COW. STEEL OR WOOD BEARING SUPPORT IIIIII... ® FILE COPY Wednesday, June 2021 T2X4 & B CHORD TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE V KA PROJECT NUMBER: CO) RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING - INFORMATION 21-6772 2x4 S.Y.P. @ 16" O.C. Sheet: Of: T11306 BLOCKING AND CONVENTIONAL FRAME DETAILS N,T.S. T1315 EXTERIOR NON -BEARING WALL DETAIL N,T,S- ROOF FRAMING AND BRACING DETAILS \\\\\\\\\\\\\\\\\\\\\\ THERMA-TRH 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 /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, anc should not be substituted for wood screws. Be certain of the number and placemE nt of all screws securing the frame to the rough opening buck. Consult th'a architect or engineer of record concerning fastening the buck to the r st of the building structure. CONTRACTOR TO PROVIDE A 1 x P,T. I IUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 xBUCK STRIPS WILL BE ACCEPT kBLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE P 1OVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AP D HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MA ONRY JAMBS. 5 a r 6" ( SPA( EVEf 95 6" 6 SINGLE DOOR SINGLE DOOR W SIDELITE Fi„ 6„ 3„ en 3„ 33111 - - i" i 3" 3„ 3" 3" DOUBLE DOOR W/ SIDELITES M /E 1. s' PACE :VENLY i" E T SINGLE DOOR W/ SIDELITES nnr DOUBLE DOOR LOCATION OF BARRIER TO BE IF -Ora IN FRONT OF MECH. OR APFI. WHEN REQUIRED _ 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB 1 op Z 1 'll III °I f- ir• r v v d al ° 16" MIN. DIAMETER CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. PACE VENLY 01r_ R,o Oeck use in valley osmerllne ------------- SHINGLE INSTALLATION GUIDE SEALANT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS.6 MR SHINGLE. FoofDedIl o ued°tWY"' A' )4aG ge tp. Fly' v�Goo 79r e- 4B ROOF CRICKET: MIN: 3:12SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY IE)IURED, PAINTED BEHIND FLASHING LOCATIONS) ExrER. sumo nrdsH AND EXTENDING A MINIMUM Or B" ABOVE 6" x 6^ H GALV. VEHIICAI RISE OF FLASHING VERTICAL WALL FLASHING OONT. AT KNEEWALL T ENTRY PLASTER ST SEALANT ROOF SKIN ES — w / L FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED HoINIcC/}N AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" t x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OEWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN,) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS .' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU " THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 1 I,/2" raL41w" EMBE4w#IGI:IT. ` 3I4" MIN, EDGE DISTANCEi 1140 MAX, BY OTHEA5 SHIIk'i'SPACE 0,A. WIN W HEIGHT I EX i`E If t INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3ALL BE 21n ON IN Maximum Fastener S sidhhg (lambs. Head and $19) #/g SLraws Mounting. Pin :asterlor f View and V Indavy of . 1 -4 Wall framing: e25prue/PIneI On Beaer Sihcme. af1E 8aew wnimum penatadm Glasno gea4' C mss Section V dew var/atlon In rndesendbulking type.T It hrk11 up to the end userto datermbre the Droperlastallat/on of these Items. LFAVE THE #UWE WIIA8 ONI Before instal your window, the bubble wrap may be pissed back for Inspection, but please re -stick the wrap to protect the butift from Wa¢ics anddba damage until romthRiod is owifilGe: Steps Measure to be sure the opening is 31W to Ur larger then the window rose both verdcalN and ho9amany. • You may wish M pm -drill the Installation holes In the bn at this one. XqeI she holeshr Me mouni fin as OW am mtnaassa Sty 2 Apply a gerrerous bead of Owns MMe backside at the mounting fin Use tau h sekixk to sufl#iermY fill all voids between dre g fun and the wall sheathng, Step3 Insist she window Into the opening from the outside. The window is labeled"Inside alhd"multsude", but it theses bee have been the Easing should ~ be w the de of this Step4 Install shims under the sill, adjstlng Man wtlq the unit b Ihiwnb to the opering. Shims should be Isaft onto the sin e12 feet The windIm should be basically, ourtered in the opening with no mars than 1/4" gap between the window and wall framing. P: JE••' •• • w n `; ,. S trstsia#lox 1-11r suety 4"from the caner of the fin A each eat of the head, sill and both jambs, Rep 6 Install the remaining fasteeas In 8' Inmemantsfrom the cones strews tothe rimer of eat frame member, the care not to over- tighten the stews and pun Iham through the fin. Also, make sure the screws go in straight and do not Muse the frame M bow. �v �G tN y� a :. Q i "t: 6 +'I : W A framing should be a minimum of #2 SpruMJPIrWFir. tuners should be #10 screws of sufndent limp to aft" I-W penetration into the wan and no less than 112" from edge of litififirl 0 N • le ." �J� (�� j T ••` :• F L •.r IN 2 u'zz `R i�4e" rimer Guaretles needed in each side of frame to achieve 8" spanZZZ NO of ftarhe t4Hnber 10" 18" 2E" 39' 92" 50" SRI 66" 74• 82" 80" 88' Number of Fastens$ 1 2`1 3 1 4 1 S 1 8 1 1 8 9 10 11 1 12 1 18 l esions Ship 7 out firom around the fin and Impect for holes or ny voids. to sallming. Sup6 Ifdesthed, a foam) Insulation Mon be applied If applied. dasmustbe dM NON EXPANDING EIi?AN�"n.wase �y�, to ShI Since these windows am typicaly used In moms with I* Moisture, is;bathrooms, 8 is remmmeneed that the Redo gap between the window and wail framing also be sealed with silkolhe and tooled so as not to Interfere with the installation of C wallboard, bker or bins. Step 18 Once an construction is complete, remove the bubble wrap from the Irsldeand outsideof the window. If necesay dean the blacks with a who detergem and warm water using a soft loth. 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 N FR Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: 1st Choice COUNAD'TY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE" Florida Metal FLAMCO FASTEN WITH 11 GAUGE. GALVINIZED RING SHANK ROOFING COUNTY APP. Products. Inc. "Off-ridr(e vent" 1" FROM EDGE AND 4" O.C. TYPICAI MAX ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING AMKO No. 30 UNDERLAYMENT SHALL BE APPLIEL PRODUCTS LLC #30 ASPHALTSATURATEDORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 Overhead Garage Doors: 1StCh01Ce +30.0/-30.0 CLOPAY 53W5 16x7 2"x6"P.T.WOOD JAMB WITH (5)1/2" DIA, x 8" "J" BOLTS 531 2nd Choice +30.0/32.0 CLOPAY Bx7 Swing Doors: 1st Choice +g7.0/87.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X3" FIBERGLASS DOOR TAPCONS MIN 4" FROM TOP & BOTTOM OF INTERSECTIONS 2" THERMA TRU-CORP SOUL) l" E O0,08 m � ,E g" W�M$s as Q6$sl9 a ai N 13 al 81 ON QJz N�u o ,all L�a` 6 Approval # •__ to LL LL o$a a El 11FL30310.1 z $ Z 150-2 Z r-v°?•sin 8J.qG o,.. to cq II�iP-a�.1 w= jl F1_12328-R9 '� � a i io 0 w i c FL16546.8 FL15279.84 x OD m " (JEx 00 j c no FL20461.11 - FL20461.12 +67.0/-87.0 A.. MIN. 1 O.C. THEREAFTER. THE DOOR AME SHALL FL20461 1FIBERGLASS DOOR � II]AIIYf H4Ml ,Ra #I !II I FIBERGLASS DR BE ATTACHED WITH 3/16" X 3' WOOD SCREWS MIN FROM ■ g'� REVIEWED E® FOR CODE COMPLIANCE ST. LUCIE COUI T"I'� BOCC 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) FL15215.2 s... FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sidelights PLAT RORU FL261.2 FL15215.2 rs Sliding Doo: 1st Chaise MI WINDOWS & DOORS I SERIES 420 SGD Atom-, inr r I FL15332.4 DIVISION LOCATION: PORT ST. LUCIE Choice MI WINDOWS&DOORS SERIES 440 SGD Alum. reinforced FL15332.12 ® Job Information: Windows: ` } s Isiss— > Z C p y 0) M 0 m N a 3 M a) 2 EL� r J W = m O O in U) (^ D0 tL 1st Choice +40%`0 MI WINDOWS 3540 SERIES TiI Single Hu Ifin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IIA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE RULED W/ #8 SCREWS OF SUFFICNSTAIENT LTTHROUGH TO VIDE BUC80 MIN. EMBED. INTO WOOD K USE 8WOOD SCREW OFBUCK. SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE FL 17676.9 +40/50 MI WINDOWS 3500 SERIES Single Hung(flane) FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES Single Hung (fin) FL17676.2 MI WINDOWS H3500 ung (finleSERIESss} Sfriamngh e FL178.94.4 Mullions- 1st Choice IVI-1926 MI WINDOWS MUlllon Vertical FOR 3 ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE 16" TAPCON ANCHORWITH SUFFICIENT LENGTH TO A HIEVE A 1eA FL 18504.1 " M-1926 M Horizontal MINIMUM lli n EDGE EMBEDMENT WITH 1• MINIMUM EMBEDMENT WITH 1" MINIMUM DISTANCE - FL 3.5804.2. Fixed Glass • 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1?A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULDBE FILLED W/ #8 SCREWS OF SUFFIC 5/8' MIN. EMBED- INTO WOOD BUCK'ENT L1N. 70 PROVIDE FL18644 R-6 Soffit: TTMOdel Name / Number: 1st Choice +66.0/•71.B KAYCAN LTD Standard vinyl o erelneg h 'on center In dUectlon FL16503.4 R5 A 2508 Plygem / Variform Double 5 standard Plygem Double 5 standard win I Double 5 standard (vin)l) 10" staples solid 144 veined -145 FL12194.1 FL12194.2 " Plan Issue Date: Hurricane Panels: Wednesday, June 9, 2021 1st Choice Dade County App. ALA RIC SHUTTER & GLA55 24" Ga. Storm Panels 24 GA. STORM PANELS FL16293 R3 KA PROJECT NUMBER: 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: Luis Pablo Torres Certification Number: FI. # 87864 FILE COPY Name: Certification Number: 21-6772 Sheet: �_� Of: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER - & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH ., RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR HOUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweather-resistant exteriors mall envelope. The exterior wall flashing described in Section R703,4. velop as envelope shall include `WEATHER WINDOW UNIT ` RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER `� EXTERIOR WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant battier behind the exterior cladding as TAPE SHEATHING SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. By LAPPING DOWN ADHESIVE TO BE. APPLIED UNDER 0.3 In : 12.0 In SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN JAM WALL BY 6 IN. UP JAMB ID NAIL BRAND (0.6 cm : 30.5 Cm) SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 16 µso"N"�e"wix"ow; OR EQUAL WEATHER ROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WEATHER SELF -ADHERED FLASHING EXTERIOR barrier Installation Instructions. the No.15 asphalt felt other approved water -resistive WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive manufacturer's or RESISITI BARRIER CEMT. FIN. PER FBC-R (CURRENT EDITION) 703,7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R7031. UNDER DECKING SUSFLOOR (SEE DETAIL.WP07) R703.7,3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHI G applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain weather 1. Cut, fold up & temporarily secure weather 11 RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above headersecure allow flashing installation BUILDING numbered Items In the list Of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing hoe; a water resistance equal to or 2. Self -adhered flashing plus head flashing under weather resistive barrier t O PAPER 1. Install Self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head Hashing and seal with tape 2 �� 2 2 . 2. Install flashing and weather resistive barner to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and meolvanically attached flexible paper embedded in the adhesive layer) - for ease of installation and t0 minimize flashing shall be applied shinglafashlon or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: Nrs •�.._ - SELF FLASHING SELF -ADHERED FLASHING FLANGED WINDOW T 0 SELF -ADHERED FLASHING [WP02 -ADHERED CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of building hawing Self Bashing FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK- SECTION A 5. Remove all release paper per standard installation instructions and water to the structural components. -adhered membranes used as shall comply with AAMA 711. All fenestration be the the building adhere to substrate using a square piece of flashing material (6" x 6" exterior products shall sealed at juncture with wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, ® EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING 3/4"-t" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE ASPHALT 6. Fold as Shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ilashings shall be installed at the following locations: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of may vary, adjust folding of the Flashing accordingly to fit THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOi), r r tight to comer 8Mechanically fasten as necessary 1-Exterior window avid door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL ,i! SCORED . exterior wall finish or to the water -resistive battler complying with Section 703.2 for subsequent drainage, Mechanically COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: SELF- ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 8" \'. (BEFORE FOLDING, SCORE RELEASE PAPER TO ExroSE ADHESIVE AS SHOWN) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to a NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection / SECTION -A (SEE DETAIL WP02) SELF -ADHERED. FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERE FLASHING [•`,�� 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA; AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. V 2 SELF-ADHERED FLASHING S 2. At the intersection of chimneys or other masonry Construction with frame or stucco walls, with projecting lips on both sides under stucco copings. NAILING FLANGE 4 ((� \2 Q SEAL TOPS OF JOISTS 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING FLANGE (H (SEE DETAIL WP07). 2 7 5. where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHINGJ SELF -ADHERED FLASHING CORNER (� W P06 7. At bulk HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE -In gutters. A, ,• •; . ',tel •ihli� n SELF -ADHERED FLASHING - tl l� ,hli I DECK PROTECTOR ___- � SHEATHING Y 1,I' ^,6''r�� � a � ,• " 7/8Cement Plaster 7/8" Cement Plaster - --' X in accordance with in accordance with _ ASTMC926 ASTMC926 SELF -ADHERED FLASHING PATCH ;.' °'t. '; . • "` . Felt backed metal .: ! Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 DECK PROTECTOR - " � Building Paper Building Paper 7/16" O.S.B. 7/16" O.S.B. sheathing sheathing DOUBLE -� ' ' Keep top edge SINGLE JOIST JOIST SELF -ADHERED FLASHING . Metal Flashing Of Weep Screed SELF-ADHERE-1 1 - ;. 2" below top of 3 1/2" block 2 Unperforated 3"MIN 4 Flange 7/8" cum ` Weep Screed teak bottom 2 5 joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING \ /� / P SELF -ADHERED FLASHING \ A �P ®O 'j/ APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W ^O ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE IP Wee screed p 1 1/2 to 2' Flange 7/8" Weep Screed \H0.8362x;DECK JOIST V O( OUTSIDE CORNER �/ Q INSTALLATION OF THE BUCKIRECEPTOR. Above Roof ! 1/2" Cemeniftious Sheathing Decorative Finish ®.. ®.. S • • o, All Inside and outside corner will ° need to be miter EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement PItlster buttjoints need BUILDING PAPER SLOPE in accordanceusing '�4• •4� becaulked usin SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in'-12.0 in (0.6 C� : 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.6 cm) over wood 2nd floor (0.6 cm i 30.5 crn)_Z iEv WED F®�;' SELF -ADHERED FLASHING CO COMPLIANC - WIRE LATH SELF -ADHERED FLASHING ~"-- EXTERIOR t" ' e ��aa - LUCIE COUN CEMT. FIN. 1c,70CC BUILDING PAPER WIRE LATH 1/2" Cement Plaster Finish SELF -ADHERED FLASHING Block WIRE LATH 21/2" Perforated • Flange 1/2" Weep BUILDING PAPER Cement • ' - 6, Screed BUILDING PAPER Plaster . over block 1st floor EXTERIOR WINDOW UNIT CEMT. FIN. Slab install bottom edge of weep screed 1" below finish floor OPTIONAL DETAIL 2 s Note: FILE COS O lath The building paper and metal must be installed over the top of WEEP SCREED DETAIL - SELF -ADHERED FLASHING SELF -ADHERED FLASHING P RED FLASHING the Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOWSILL x tf CEMT FINISH T WALL �/ V 1- 1 Weep 5" bath duct to roof or wall cap w% standard 70 cfm bath fan I ! H2 ZS TIVIU �- H2 CS' J80 3VO8A T2A0399 'Jr 3V09A T2AO399 `ar " V 223fl03 m NI "~ zlaar LAPA' q ! — �ro �H BEDROOM 4 ATH 31 " 2 F 7 o 12x6 lwcd °Nds 0x OWNER'S BEDROOM „o ,8 � 0 III 105 Hz oao (s) aJG Nco 60cd li;a lwcd saes 50 - o i 12x12 r HONa 3 sass Swe _ �H B EAKFAST �" CC � � V � 0 M 8 14x lwcd Q c 9 „ 6 16x16 18Q — — 0 II S rag�' 2 0I 1 H2\9 v rag O U III C o f aao_ 0 S \ U , �� :ac " V 10x10 ag c�. - 8x 1 we = � - 0 FAMILY ROOM Q 8x4 1 c b 25 S BE13ttl Iv! � �_ y KITCHEN }y a C It CA 1 0 x6 i we d J^ a 0r, 6 V �98' D 4 95 lox 1,5 1 1 wcd 12x6 1 wcd- , N w 45 145 N n w w ! z 7„ O —� N O'S BATH 10x10 ra 10„ 5 � � N w v 1 , 8110 ra g2418r�9 ova cxor aJG TI3302 0x6 1wc/d M m N TT) w G.M � 16 OD �L / °'� I �- = A ��; BEDROOM 2 j +5�.. C6 ,Q_^^ 7 VI30AA0 OUT VJ 10x6 lwcd 6" „ WLU sin �s 115 i DININ ROOM -,, "o—'or O 70 8 f "N Q �» 10 106 lwcd - 90 s FOYER S o �� U TY 8x4 lwcd@ 12x6 1wcd BJO "°--'or LIVING R00 I 8aaS -S JO 0 I� E-2 C_z `Or OT 91H 03Tfl3VNi H2\9 vi 2c — `IIH I.. Swe � 14x8 3a18 O sr - (s) 50 cdd� oz _,.O,Or H2 aS J80 0, OJH`T .T3M EA 2NA9T 12 M.G. . 22300A CITTA — 1. .V3J3 332 C 313 Al 3TA-)OJ o N TR Y 'M `2 NIM X oJ� 'or Wn 4" dryer duct to roof cap �M H2 ZS J60 (n z 3.5 TON W/5KW 0240V 1PH 18xl3 plen platform by w/dryer vent box W Q bldr o` 710A9AO SIAO 5" bath duct(� �M -- to roof or wall cap rN0 CY z-, 0`8 @ eG.T w standard 70 / REVIEWED F OIL W W T CODE CONIPLIj NCE (Ii Q T 0 an cfm bath f ST. LUCIE COUNTY Q G_, r 5" bath duct 5 bath duct _ BOCC oo _ cv > T.0 to roof or wall cap to roof or wall c p < o W z F�-Y�rI-�� U S w/ standard 70 w/ standard 70 N o I ' z 1 QA3H93VO C X 8 0A3H93V0 X ar cfm bath fan cfm bath fan—1 i9 t ct' ` V - °0 - Lu AREA CALCULATIONS BILE COPS o Q Q III LIVING 2523 S.F. /�� W n /�� l/ / FLOOR PLAN TOTAL LIVING (AC) 2523 S.F. GARAGE 620 S.F. Ratln TO BUILDER. MUST PROVIDE UNRESTRICTED SCALE: 1/4" _ ,'-o" COVERED ENTRY (BASE) 177 s.F. :NOTE 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS ELEVATION "GR" COVERED RATIO/LANAI zoo S.F. License # CAC032448 Transfer ducts/grills sized in compliance I with Florida RegIdential Building Code-Ml602.4 TOTAL AREA UNDER ROOF aszo S.F. L balanced return air. I EXCEPTIONS 1-3 , I L 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.