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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: S RUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R31SA CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, .- S CO S EAMS A SLUMP OF 5" _ BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIOE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL g OR ASTMA 996 GRADE 40 U.N.O. REINFORCING TOR FO( REINFORCING SHALL BE POSITIVELY SUPPORTED BY I EMPORARY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS BE IMPLEMENTED.F303.4.1 CONCRETE STRENGTH IN I PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 P it LUMN AND 8 ), AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. OF ALL TOP BARS OF BEAMS. CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 1 1/2" TO FORM U.N.O. A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 TINGSHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS.. TOP STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON DHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT LORD FOR WRITTEN APPROVAL. PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO HESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 7017, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318.14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL - HE INTENT THAT ALL WORK SHALL CONFORM TO THE 1. CODE REQUIREMENTS: IT ISS THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. 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, 16 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 ANY 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 TABLER702.1(1). 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL .WEIGHT, STRENGTH OF 2000 PSI if m = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C 3. COARSE GROUT SHALL CONFORM TO ASTM C47640 WITH OF 3000 PSI SLUMP 8" T011".CONTINUOUS MASONR 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND SEAA GROUT INTO CELLS BELOW. THE USE OF FELT PAPER M 8, TEMPORARY BRACING AND SHORING OF WALL TO PROV S. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING 1.0. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE 70-14A. A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 1.92 DIA OR LOFT, IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 1. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF A STOP IS PROHIBITED. DE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. R (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 33.8-14. CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL DEFLECTION CRITERIA ROOFTRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR WOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 GOMMMENTS: *TL MAX 2" UP TO 40FT 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. 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 A WATER -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 -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1 WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, S END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS TH SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING IAAIJJINES, 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CFNEMICALS VERIFY THE TYPE OF WOOD TREATMENT AND TO SELEC I`` CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING M PARALAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL ROOF DECK: PLYWOOD C-C/GD, EXTERIOR OR GSB FLOOR SHEATHING: T&G XC GROUP 1 APA RATED (48/24) EAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL FRAMING MEMBERS SHALL BE S.P.F. #2. DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 'T HAVE HOLES IN SHE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE AC C, A D APPROPRIATE CONNECTO A ST CORKS Q CQ , STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. OR CONCRETE TO BE PRESSURE TREATED. WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS N VALUES U.N.O. (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: I SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 SO 0 10 0 10 TOTAL (PSF) 37 37 1 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED WALL SHEATHING: 7/10" STRUCTURAL I OSB EXPOSURE A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS NCE BARRIER UNLESS 1 OR 15/32" RATED 056 EXPOSURE 1 AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL SPECIFIED TOP CHORD LL 40 (PSF) 10 COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) - 124 MPH EXPOSURE CATEGORY B - BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT. FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 9 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 (+) 27.5 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) '26.5 20 (-) 28.8 (-) 34.4 6 O Sa (+> 24.8 (+) 24.8 © -) 27A (-) 31.1 I a.k @ 0 (+) 23.4 (+). 23.4 too (.) !i 25.7 (-) 28.8 DIAGRAM GARAGE DOORS SOFFIT 9'-0" x 7'-0" 16'-0' x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (- 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. ` *.INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN �- 5 ELEVATIONS ro It 6 TRUSS LAYOUT S-1 LINTEL PLAN 3 S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC eteNuetfet''. R S rep 0 10 � z: 5� w %i,,q� •. F LOP" ,� ��• s( ,i� 7 N m N N a - W -It 0 . OD W r Ee .,., UO TUR BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plfl TOP BOTTOM NO BWl l6" (2)led TOENAILS. (2)led TOENAILS SPF UPDFi SP2 W/ *10d SP1 W/ (%iod BW2 18" STUD, (6)10d PLATE STUD (4)10d PLATE SPF 402 BW3 i6".. (2) SP2 W/ (6)10d (2) SP1 W/ (6) 10d SPF BOS D 16d PLATE STUD, 4 SOdPLATE - NO BW4 16, (2) led TOENAILS (2)160 TOENAILS SYP UPUFr BW5 SP2 W/ (6F1Od SPi W1(6)-10d 16' STUD, 8 1Dd PLATE STUD 4 10d PLATE SYP 439 SP2 W/ (6)10d SPS W/ (6)10d 7BW67 16"(2) SAID 8 1Gd PLATE STUD, 4 SOd PLATE SYP 878 NO BW7 12" 2)16d TOENAILS 2)16d TOENAILS SPF UPLIFr BW8 SP2 W/ (6)-10d SP1 W/ (6FSOd 12" STUD, (6) Tod PLATE STUD, 4 10d PLATE SPF 535 (2) SP2 W/ (6)10d SP1 W/ (6F10d BW9 12"STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) l6d TOENAILS SYP 0 BW11 SP2 W/ (6F10d SP1 W/ (6F1od 12" SAID, I 10d PLATE STUD, (4) 10d PLATE SYP Bee BW 12 / 12" STUD, 6 10d PLATE D i STUD, (4) Od P LATE SYP 1170 BW13 NUT USED OUBLE 2x TOP PLATE TOP OF WALL SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO, IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MS03/Si FOR NO UPUFr CONNECTORS BRG WALL TO INDICATED IN WFOB CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE FF SEE FOUNDATION PLAN FOR MORE 2K P.T. W/ 1/2 A.B 0 32" O.C. W/ 7- INFO EMBEDMENT OR 1/2" A.T.R. W/SIMPSON SEr W( SW=SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN. `> REQUIRES MIN ALT.: SIMPSON .1/2" TITEN HD 0 32" O.C. 7/1W OSB PLYW'D W/ SAME EMBEDMENT W/Sd NAILS AT 41oo SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE.. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2.4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 92 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH SAID AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'8W" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WLT)8/S3.10R INDICATED DETAIL FORPROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS QUIR 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A AND REWIRES MIN. IN FIELD AND EDGE TO OF WALL NAILS AT FIELD 7LL NNUNGIDE ATTACHED PER NAILING E 2X E rER1OR AL S W/ SHEATHING PER 7. ALL 2x EXTERIOR WALLSW/EXTERIOR SHEATHINGIONS FOR AND GRADE ACT SEE RAN AND WALLS SECTIONS FOR SAID SPACING WALLSA R E ERRINGSHEARWALLS.L S. IF THE BEARING WALL WITH THE BW4, BW7, WALLS E ONLY RINDICATED STUDS ABET NAILED TO THE NOT HAVE UPLIFT, THE STUDS ARE SUPPORTING THE FLOOR CONTEND HAVE U N NAILS AND ATTACHED H N WILL PLATE THE 7E TA LA AND 2x PLATE ( ) HEATED T I IN HE BEARING IN NOT REQUIRETHEO ANCHOR HOLD ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. R BOLT 9. SP3/SPOAD.1 ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d- 0.148" DIN. x3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb). C1 (3)2x4#2 SPF (4)-led TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT22 W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 11/2- 2145 SOS SCREWS (3) 2 x 4 SYP #1-OR (4) -186 TOENAILS 0 a(4) 2 x 4 SPF *2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8)1/4" X 11/2" 2145 SDS SCREWS C5 4 X4 P T.#2. ABU44 W/ 5/8" ATR** U = SM SW POST & (12)-Led NAILS 6.x 6 P.T. #2 ABU66 W/ 5/8" ATR** G -12DOO O2200 SYP POST & (12) -16d NAILS U - 23W 8x 8 P.T. #2 A8U88 W/ (2)- 5/8" ATR*" G = 24335 C7 SYP POST & 118) -16d NAILS U = 2320 FK3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5 W/ (14)1/4' x 21/2" SDS WS & S/8' EPDXY 5645 MOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HDU5-SD82.5 W/ (14) i/4" x 1.8E Fb=2400 PSI OLMANIZED IF EXT. 2 1/2• BOB WS & 5/8' EXOPY ANCHOR, OR ATR** 5645 C10 3.5 x 7 P.L 1.SE Fb-2400 PSI HOUR, 5052.5 W/ (20) 1/4' x 21/2" SOS WE & 7/8- EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** 5.25 x 5.25 P.L. HDU8&SDS2.5 W/ (20)1/4" x CL1 1.8E Fb✓2400 PSI (WOLMANIZED IF EXT.) 21/2" SDS WS & 7/8" EPDXY I ANCHOR, OR ATR**- 7870 7 x 7 P.L. HDU8SDS2.5 W/ (20) 1/4• x C12 1.8E Fb-24DO PSI 21/2" SDS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT. ANCHOR OR ATR**- GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #L OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/83 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 6- EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR 7/6" ATR 5. IF [CI COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LBE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN DG COMMON A TION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 21A" OAX' X 2 %' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131' X 3' SEE PLAN BLOCKING & TOE 0.148" X 3 Y*" 0.131' X 3 A4' NAILS & TOP PLATE 12d 0.148" X 3 AA' 0.131* X 3 4" 8' O.C.(COMMON) STUD WALL ' 6" O.C. GUNNAIL CORNERS 10d 0.148' X 3" OA31' X 3' 8- O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS. 16d 0.182, X a %" 0,1.31• X 3 "4" (2) ISO(COMMON) SEE PLAN (3)16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS <8>Hi (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W1112' FLITCH PLATE THIS SHEET #2 SYP GENERAL HEADER NOTE 05 Wl III FL PLATE THIS SHEET H3 (2) -2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/1/2' FLITCH PLATE THIS SHEET H4 (2)- 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W7112" FLITCH PLATE THIS SHEET (3)-13/4"X 111/4 ATTACH TOGETHER WI(2) ROWS 1W X 311E H5 LVL 2.0EFb=2600PSI BOB WDSCREWS EUI6'OC.TYP. EACH SIDE H6 (2)-13/4"X9114 ATTACH TOGETHER WI(3) ROWS 11V X 31/2' LVL2.OEFb=260OPSI SOS WDSCREWS@ 1r D.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS 8 STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA_ENDEA, END EA- END EA. END 1'-0" - X-11' (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/83 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" O.c. ALONG EACH EDGE OR 13) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7, IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 X8#2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSS FLITCH PLATE. NAIL SIMPSON LSTM OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 10 42 SYP W/ 7/15" CONNECTION: PROVIDE (2). OSB HITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20. TO WOOD POST. ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH S1DE COL U.N.O. ON ROOF PLAN. (2) - 2 A 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 089 FLRCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN.., (2). 1 3/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2.OE Fd=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR'(2) M4 TOGETHER USING 12) ROWS 1/4' x SDS WOOD HTS20 TO WOOD POST S 01 SCREWS 016' O.C. TYP. OR (2) SIMPSON HETA16 N. CMU OR (2) I COL U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4"x117/8"LVL 2.0E f1T-2600 PSL MAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (21 1/4" x 3 1/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.0 TY)R" OR (2) SIMPSON METALS TO CMU EACH SIDE "• COL U.N.O. ON ROOF PLAN. 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) (y[ TOGETHER USING (2) ROWS SIMPSON LSYA24 OR (2) 1/4' x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON METALS TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. P7.Y9:1 PRECAST BOTTO ® 6'-8- - EGRESS EGRESS - - - - - _ _ _ _ 3'-10" 13'-0" 12'-10" HOSE BIBB w o wR o 90 BEDROOM � o LANAI Y BEDROOM #2 D CEILING `VAULT M J VAULT CEILING, 3 M VAULTED CEILING 3 m o 4 DO H C2 C2 G.T. S2 i0 v ` V,�" 1,_6 0" 61-0" ,-2----------- 3,$„ 2,-0„ 7, 2• '. H1 (2) 3050 SH2 � ' 2868 2668 2668 ,z r 2 2" 4 8' CLG. p V BW1 O `-' -' 1R/1SH N W/ BASE PLATE ATTACHMENTS 4 ry w 00 I I !4 2 OET BRG. WALL m J BATH 2 `, a °d ao rn N m N Rqi i i DETAIL = LU N VAULTED CLG it m g ti 2008 I ¢ o M I Y ROOM E l l 5.-811 K71 I I I I o o. 1 10' CEILING 6,$" m 11 0 7 v 17-1 I I _ WI Q I o 0 2668 u1 o q , ,my a \ \ \ 10' CLG. i OD ' 2X6 WALL VTR EO -I f r -- /\ N CIS 1R/1sH )BEDROOM`#3 4 VAULTED CEILING ,4„ 2,$'ti1 4'-0". 13'-4" , 12'-8" O3,$. z Y m OW R 0 r 3,�� r 9'-4" m w 2 r0 =J N V Z N BATH 3 X 5L_5.. i N w. fV J Z z g W co F.G. VAULTED �"LG. SHWR , ' Y 'O a p IL O w 3 _ !^. 36" FLAT BAR 1 5068 '. a a=i r \; TOP ON 341h" * - I - WALL ro e' CLG. N A/C M GE/ D/W \ `.. 1R/1SH COD DBL. SINK PROVIDE PLATFORM r iv i;1 FOR HVAC UNIT 41Lo w N VERIFY SIZE WITH JIL Z 1.' /�. MFGR 1 KITCHEN DINING ROOM ©� 0 1 ¢ VAULTED CLG. I VAULTED CEILING O C LO m 3.$„ 6'_7" p,q^ I 12'-10" co cwv ?P J cc G ' REFRIG. 2668 ' w VERIFY LOCATION W/ BUILDER NOOK ; II o I > VAULTED CLG. r O I P x, I 10' CLG, bo 1 1 1 m¢ I I Q a m oo I I °- 3J1 r. �._..- 1rL 1 J LI -2868 r r ... ..a. DRYER VENT "STEP DN. FOYER DEN W.H. THRU ROOF N r 10' CEILING BEDROOM #4 MAX LGT 35'-0" HANSON BOX ro ' @ 36' AFF r VAULTED CEILING PULL DN. STAIRS ; ADD INVERTED 22'h" x 54" HIP w/ B ELEV. ____ ________ M 9 LO m S3 op NOTE: BUILDER TO PRO IDE N1 ' APPLIANCE PROTECTION IF ' N A REQUIRED BY MUNICIP ITY. SEE SHE T 4 FOR DETAI LS, (d ' GRESS w/(2) 12" S. I 2 CAR GARAGE TRANS. PE 8' CEILING LEVA I a0 R1ON ' S WF21 20,_0" S1 6,�„ S-3 2'40" 10%6" Q cp EGRESS ENTRY F N " SEE ELEVATION FOR " C? 10' CEILING " r 3„ WINDOW SIZE & STYLE LINE OF GARAGE DOOR --r-------- r ----- G.T.(ELEV "8" ONLY) , ELEV. BM3 El & D - - Ell m 16-SQUARE ' COO ' COLUMN TOP @ 9'-0" 'Jl" 2'S" 9'-4" :q S-3 D21 of , S-2 1 HOSE BIBB , �J �7 1 16 x 7 OVERHEAD DOOR 2'-0" 16'-0" 2'-0" 6-4" 13'-411 39,_B„ FLOOR -PLAN SCALE: 1/4" =1'-0n ALL ELEVA-1 IONS 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B 7.6.9 B +27.6 / -37.0 © +26.5 / -28.8 +26.5 / -34.4 O+24.8 / -27.1. +24.8 / -31.1 O+24.3 /-27.5 1. +23.3 /-26.0 NOTE: 1. WIND SPEED LISTED ABOVEISAANN. "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WAt L ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a min Imum 1 3 8" solid wood door, solid or honeyoombogre steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302,6 The garage shall be separated from the residence and it's attic as required by Table. R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage aide. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a RDorceiling assembly, the structure supporting the separation shall also Protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located fees than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window Shall Comply with one of the following [3 listed methods]. 5. R308.4.2 All windows within 2'-0" of doors and in ShOWer of tub areas will be Safety tempered glass. 6. Ceiling for exterior entries and covered porches to have 7/16". Span rated OSB nailed per zone On roof diagram nailing schedule or 5/8" CDX. IX T&G acceptable for substitution. 7. EC: R402.2,4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weathemtripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502.4.5.1 through M1502-4.5.3 9. Callings for exterior entries and covered porches to be 7/16" OSB On underside Of roof trusses shall be attached to all framing members with 2x blocking Provided at perimeter. The OSB shall be attached w/ Sri nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications TORR' i♦� S to S E ♦♦i % vNo 0I6 r - F • N- V � O W s •, P'CE Q V a ♦00 SSION 44f11111 U7 m H L 9'S 106 to -t o GO W W F a A>; ft t1 ¢ 8 r� Li E� d w mpg i a Q � w CO V)) f9=r�rg a it 3 Z)P Y 5 3 mom IX J INN ", cc d 0, 03 a N p Z V 7) mU W - C°'� VfNW.PD3ENG.COM ❑ ❑ ❑ z Z {/ g Q J N O_ Z L` tNn V) w OVI " ,- 5 dGcc000b U R�Di� olit Nom Q 41T E'fAMC 6EAM1L-4Q FLORIDA CONTRACTORS LICENSE NO. CRC1330146 E��EWE® FO� 3000 GULFBREEZE PARKWAY ®E C��ypi�6.ilD1NCE GULFBREEZE, FLORIDA 32563 �' (;pUN� DlvlslDN LocarloN: " LUCIE PORT ST. LUCIE B®CC VI Job Information: AREA CALCULATIONS 1st FLOOR 1820 S.P. TOTAL LIVING (AC) 1820 S.F. GARAQE 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. 0 a Zo O � 0) LLJ m 0 o dV Gam' m cc M d Z H LO W W 04 i a J m wl (1) n Model Name / Number: 1820 Plan Issue Date: Tuesday, February2, 2021 VI KA PROJECT NUMBER: 21-0685 Sheet: 2 Of: FLOOR PLAN (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOH STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. ,1 GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINS OPTIONAL CURB FOR 'r 'I. F F VARIES LAPPED MIN. 6" AND SEALED, GRADE SEE PLAN MASONRY @ ELEV. 0'-0" - — - _ — ' 4" 2500 PSI CONC. SLAB W/ 6X8 1O/10 W W F, OR MINIMUM .75 LOS W/ (1) - #5 BAR CONT • ' " OF FIBER PER CUBIC YARD RBERMESH/FISERMIX ADDED TOTHE ' ° w •-'-` *, ""''"' -• * "` CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER�414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR * w•-' BARRIER & TREATED FOR TERMITES. V� �� .- 2 STORY: 20" X 20" • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO REINF. N W/ 3 - #5 CONT. " BEAM W/ (1) #5 REBAR GRADE40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC 16^" SEE PLAN ; ►"; , �• °• ; DOWELS 17' EMBEDMENT W/ 25' EXT. ABOVE SLAB. (2) #5 REBAR (2) # 5 REBAR 1.6 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. EXTERIOR SLABS SHALL SLOPE I/12"PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. FM01 SINGLE STORY FTG 1/2"=1'-0" FM02 SECTION @ GARAGE S/2"=1'-0" NO WOOD STAKES PERMITTED IN FOUNDATION. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED - DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. SEE PLAN F F — - ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403AAA THROUGH R403.1.4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB B" 1 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY (i) #5 REBAR CONT. 1 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 ) DETERMINED BYASTHE FM03 THICKENED EDGE 1/2" = 1'-0" = 1'-0" INDICATECTOR FOUNDATION SIZESIED D EQUAL DFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED EQUAL USITYAS TO ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (") SLOPE MAY VARY 24" MAXIMUM DEPTH. _ -_- .... .. , BEARING CAPACITY OF 2DOOPSF. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE FOOTING SCHEDULE DOOR. EXTEND 6" BEYOND GRAVITY F.O.M. EACH END, TYP. GAR. FIN. FLR. MAW SIZE DEPTH REINFORCING OAP. libel 1'-0" X CONT. 1'-0" 2 #5 E.W. BOT.. 2000 * 2'-0" X 2'-0" 1'-0" 3 #5 E.W. DOT. 7200 ALIGN DRIVE W/ BOTTOM OF !-' 72 2 STORY: 20" X 20" 0 RECESS &PITCH DRIVE ( ifs CONT. F25 2'8^x2•e^ 11-01 3#SE.w.Bor.. 11000 4" CONIC. DRIVE W/ 1/2" EXP �I, JOINTS SO" O.C. TYP. 18 (2) #5 REBAR F3.o 3•-0" X T-O" 1•-0• 4 #6 EX DOT. 15600 FM09 I SECTION @ GAR. DOOR 7-6-X 3- 6" V-G' 4#5 E.W. BOT. 21500 2x BRG. WALL F4.0 4•-0"x4'0" 1.0. 5#5 EX GOT. 28000 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE '. F4.5 4'-6" X4's^ r. 5 #5 E.W. SOT. S4600 INFORMATION) F5.0 5'-0" X 51-0" V-4" 6 #5 E.W. BOT. 42500 FB•0 6'-0" x 0'-0" 1'4" 7 #5 E.W. DOT, 81500 SEE PLAN EE PLAN •;1 --# LEGEND - INDICATES SINGLE -STORY FOOTING " ,16• 4" 4" 245 REBAR 8" 4" ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING FM11 I STEP DOWN BRIG. 1/2"=r-0" FM12 STEP DOWN NON BRIG. 1/2' = 1'-0- SEE PLAN OPTIONAL CURB SLOPED GROUT a - SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o : TYP. SEC. ELEV. 0'-0" WITH CURB y (1) #5 BAR CONT. �(G.C. VERIFY) -I °•••' REINF. io F.F. (SEE PLAN) 2 #5 CONT. INSTALL LINING ` 2 #5 BENT BARS W/ A�''� `*• '` '" w w MIN. 25" LAP SPLICE PER MATERIALS F84R P2709.2 MUDDED FUR. 16" SLOPED TO DRAIN MIN. 2 #5 CONT. FM14 SECTION @ RECESS SHOWER 1 1/2" = 1,-o" FM18 TYP. STEP FTG. DETAIL 1/2" =1'-0 ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. SEE COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF25" QUANTITY ao #5 X 25" X 25" ° CORNER BAR ONE N FOR EA. HORIZ. w REBAR, TYP. U.N.O. (2)#5 REBAR A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1 1-1/2" vvl FM23 I TYP. FND PENETRATION 1/2"=1'-0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) d 1STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"3'4" 10" 10" 20". 24" W/(3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 121, 32" 32" W/ (4) #5 BARS 845# 4'.0" >4'-0" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 018" O.C. TRANSV. 1162# 21-8" SEE FOUNDATION PLAN FOR. F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. n " + �� + SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED TO ' m EA. VERTICAL REINF. FIN GRADE 8• MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL. y"° •."' IN MAX 12" DFTS STRIP FTG. W/ CITY OF "MIN, COVER O REINF. PER SCHEDULE (3 SHOWN) FMASW STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, IAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND -VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0"'. INTO SLAB/ STEM EE NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO ;qe CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE ,L6. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK'U 16" .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 6, h w TALL (TYPICAL ALL CORNERS) C. 6.IFSTEMWALL IS WITH IN 5'-0" OFPOOL OR WATER FEATURE FOUNDATIONS. _ 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S.R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS w3EE NOTE5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. '.. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS 00 a0 4 I O r` 4 u 0 r` I= - COMP. UNIT rr C HOSE} BIBB 13' 10" N 12' 10" 4" 3' 10" 4' 0" 3' 8" FM19 3 Q TYP. CA CORNERS e ■ ■ ■ ■ ■ ■ ■ ________________________________.. 1 1 ; HOSE FM11 '.. I BUIE 3 , ' FM03 FM01 1 3 3 b i F ' FM � 3 1 1 ' z i 1 F2 5 a F2.5 ' 1 ' a O O I 1 bo N 1 a STEP DN 14" 1 00 1 P ------------------------------------------------ 1 1 3 , ' � , i TUB W.C. UNTO ' LAV, , LAV ryryp,, ( l to r z _ _ f+t r: _i LI J � -♦ LAV N 2' 8" 3' 1" I'll" `O ^y 1 I 1 N 12' 0" �\ ' ' I O _ ' W.C. 1 \SSA Q 1 ; ■ ;0 ) I ) ■ I I I QV , I i L 11, I I OO i o 3X5 11 Q ' I I F,G. 11 Q v SHWRJIt ,-----" 24'8" rr — ,l, I I III + \':I\``✓ ' D/W C' ao 1 SINK\. , , , � N 1 I 12' 11" ; ' ROVIDE CHASE i FOR HVAC UNIT ' ' VERIFY LOCATION 1 - ; 1 , I FM01 " Q s ' r I WASH I I -- - ----o- -�- _ ter- - -- - - r� "---J UO STEP DN. 4" ; �j FM12 3 W C7 1 1 R VI r �. FM02 y ;_ ------------------ i O E 1 I S ■ ■ 1 T" L. STEP ON. 51A" ( 0 2010" 6' 4„ 1 1 r , IU C.J.4 , W c0 a 1 1 1 " ao 1 3' g+ 7'0" 2• g" 1 0 a c - ------- -- F2.5 I , ' ■ 1 I 1 , 3 N FM09 p 1 3 1 io 1 --------------------- 1 4 ---------------- 1 ■■■ ■■ (2) #5 BARS W/IN- u EACH RC. TYP. @ EA. 4an" SIDE OF OPENING FOUNDATION PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS EYV ED F®F'i QW411 i wr 3 I rg @8- CD1 a e 3 ■ ( m If a � 00 J a a S" a'"ALL W `V Zw5m� o_ K O LLa pO� r gg 633 i3 m 8io 0 ° J in IL r2 O S'S'F W N vAvw.roseNG.c04 ❑ ❑ ❑ CD Z g Z N ,0 Z Q J a i10 Z N Amm' Ic aI -JW , (a O w 0 w f Ln i u E ai U wo Noe°6 m AWA\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE T Job Information: 0 L "0 c W N Q) O 00 0) N C J E) 0 cn In w / Model Name / Number: 1820 Plan Issue Date: Tuesday, February 2, 2021 F KA PROJECT NUMBER: 21-01685 Sheet: !) Of: I FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 NVAC CIRCUITS A/C ( AIR HANDLER &COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ® 100% = 10,000 + 40% OF "A" = (.40 x 24,020) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL 4 m 2x6 WALL (FLOOR TO CEILING) 2'.8" USE 2 RED HEADS - TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. 1 1/2" VTR TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR INSTALL FAN BOX PREWIRE WP GFI INSTALL FAN ----------------------------------- BOX PREWIRE—^ I^ \ I I 1 I 1 i 1 II ' II 1 I I CM I j/ ;D II o GFI ,i I ' it ' II _ ' I I ♦ I / t--$♦ - - t-------- - - it d. FAN '� \\ PREWIRE' / ' O I , I I :GFI 220 I� GFI , GFI_GEI GFI - - ISP FOR D/W HOOD ,I _ II 1 Gn Ld \v I � 1 VERIFY / I I LOCATION I OE220 WP IN FIELD DISCONNET ' I -- _-�,+Ly� I C I - GR, EDJ T — W GFIOfI C HOSI BIBB ------------------ COACH LIGHT GFI GFI ® ELECTRICAL W.H. 220 42" AFF PANEL ' I ATTIC ELECTRIC ¢ IF REQ'D BY CODE m W � 0Q. zzIn / wW >� GFI o m & ¢ GFI 42" AFF o m N FOR GARAGE w m o DOOR OPENER mo¢ Aoow , om --------------------------------------------- I 1 1 I I � COACH / LIGHT , I 1 I � , 1 1 1 � 1 /I 1 I � 1 COACH LIGHT I I 1 ' o- / DDOF BELL I, I WP:* GFI I INSTALL FAN BOX PREWIRE fc //. I I YH' NINSTALL FAN ^ l t BOX PREWIRE I I , i 1 1 220 — — — — — — — — — — — I _ I I I i I I CEN. OF WALL o Z 1 w ' U 1 I 1 i I. 1 I I 1 1 I I I i ��- +n-�INSTALL FAN �"� �1.v1 BOX PREWIRE I I I I I I I ' 1 I ' I ' I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" =f-O" ALL ELEVATIONS I ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" APE (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" APE RANGE 2* AFF 2. ALLTRIM PLATES & DEVICES TO. BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING& ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 S.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). S. 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 ® 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 FIXTURES TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET o 110 VOLT SPLIT SWITCHED OUTLET W GROUND FAULT INTERRUPT N Lu 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET &-- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING � !UNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE BATH FAN W/ LIGHT I C ��LIIGHTING IN@IIeOMFOR rp(9MPLBANC ® L.E.D. DISC LIGHT ® STIHFE COUNT tsuukj OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND ITHELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2A1 COPPER OR 410 ALUMN, IN 2' CONDUIT METER MAIN DISCONNECT E200 AMP A/C DISCONNECT UNDERGROUND SERVICE 8V POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TTOO C E # 8 COPPEy ®pN,, INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO ETHER 0) APPROVED GROUNDING ROD WI MIN, 8' DEPTH b) BONDED TO CON71N000S FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. r4 O N cl N i d w N a N ffiv 111 g- glgl ao m g � m c Bm N� fllis. w m,I��NM1 .psLLg w d a w 13-9 o FB0MM. 1,101 of LL Z� yy� �ffi� O C a N ,°- WWW.MSENG.COM ❑ ❑ ❑ U z m — zo o z N J a Z nLo— N ' : W -O Q w c_ N m w m N Eo t R " N a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: L.L. 0 F a Z c o � `H Lo N m m Z rH L7 s V m (a cm i Dm- o J W m m In o " J m (n () VI Model Name / Number: 1820 VI Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-0685 Sheet: 4 Of: ELECTRICAL PLAN 12 �6 BEARING CD ENTRY TOP OF BLOCK - TOP OF BLOCK W'DOW HEAD HG o a co co LITE TEXTURED DECORATIVE 'o CEMENTITIOUS COATING FIN. FLR. DBL 25 SH 25 SH FIN. FLR. TOP ix RIGHT ELEVATION licit SCALE: 1/4" =1'-0" 48" OFF RIDGE VENT 12 w TOP OF BLOC' ■ O � LITE TEXTURED DECORATIVE CEMENTDTOUS COATING 33/2 SH FIN. FLR. 25 SH . FLR. °D `o W'DOW HEAD HGT 25 SH ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH (2) 3050 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4". =1'-O" 48' OFF RIDGE VENT Q "ar_' OF B FIN. FLR. DBL 25 SH 8" 16" X 30" VENT TYP 17 16' X 7' 32 PANEL OVERHEAD DOOR VENTILATION CALCULATION Formula = SF / $00 / 2 * 144 = net sq inches of venting needed equally for intake and exhaust Soffit product provides 4.22 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 (SF) 2409 s.f. Total needed for exhaust for upper 1/3 578 netsginches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 LEbf Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required. 105 Lineal S.F. provided by plan 194 48" OFF RIDGE VENT LEFT ELEVATION licit SCALE: 1/4" =1'-O" I top 0 BLO REVIEWED e i, , II R t OCKj TO`P_OF- �- 3068 DOOR W/ (2) 1068" DBL 26 ARCH T(jp SH S.L. AND 16" H ARCH ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS LITE TEXTURED XCORATIVE CEMENTITIOUS BOATING FRONT ELEVATION 'ICII SCALE: 1/4" =1'-O" -CORF f E mjF �o �r,'A• yFPLO yyir„ PESSION CID -It 0 s FL W � f w� m VLQ Q omit = v v ¢g o� a E w IL 0)8 $ e s� www.wseluo.cor4 ❑ ❑ ❑ UI n Z_ p o Z 8 Z U ¢ � jl\ill J N D_ N Z r' M U 0 �V) c F J Q F j- V c cotes o e4o A DAMS HOMES! FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Fj Job Information: LL 0 _ a zIH c W u! C N mn 3 a ' ZI—`Sno Um N 0 _I LLl =) M � Jm(/)U) / Model Name / Number: 1820 Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-0685 Sheet: 5 Of: ELEVATIONS SEE DET. TBO3 G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F 7116.OSE SEE "HIP R BLOCKING" 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED(32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS NN EQ. mill I IN mill BOTTOM CHORD GABLE ENDBRACING.@ OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 R 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 [4:12]-[12� 12J (SO FEET) (-) VALUE DENOTES SUCTION a=oft G) AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 •51.06 -01.06 10 GABLE -37.00 -37.00 -55.99 -58.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE)' r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6' O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 29, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4' O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q SHINGLE: �32" EXP. 1 ('20) TILE: JR32" EXP. 1 (4a2o). r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 3d (2 aB' x 0.113") NAILS IS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IA32", SHEATHING SHALL BE FASTENED a WITH ASTM F1667 RSRS-0310d (2Yd" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS` 411 e=G, 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 14:12]-[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 le SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le. A� NAIL AT SASE 2 ROWS @4-D.C. W/ Sal COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4" O.C. W Ed COMMON NAIL. NAIL OPENING PERIMETER w/ (2) ROWS 0 4" O.C. WI SB COMMON NAIL. NAIL INTERIOR AT 6" O.C. wl Bd COMMON NAIL O STAGGER ALL VERTICAL JOINTS S NAIL @ 4" O.C. w/ Btl COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER w18d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2)Ed NAILS 03'D.C. TO EACH TRUSS END CR 0 VERTICAL MEMBER IF GABLE END. EXPOSIREI SHEATHING PROVIDE BLOCKINGJill,=AS REQUIRED PERSECTION XX IF NOTFULL HEIGHT SHEET ---- FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 21/2'. DO NOT OVERDRIVE MAILS; FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN �" %(2} 2. TOP PLATE BEYOND 15)32'OSB EXPOSURE / SHEATHING ------------------ 11 lI II it II. II I II id lI SOLID 2x BLOCKING �p •' F III H 111 11 1 9 ALL SHEATHING = D, It 111 9 IP. II I EDGES w III III III N I 11 I (SEE SECTION X-X) p F. 111 11 C III N II if 1 III 11 II 1 I ill 7N w z III III tl D I III III ill OPENING H II tl 1 II4___1 _ _ 11 _ _ I ___J III It III -- 11 11 m _ II E III Ill R 111 III II II I -rr----rT-� III III II II I 2x STUDS BEYOND. pp J III I I I 11 I 11 SEE PLAN III I I I II I III II II II I W< /III II 11 I Iil II 11 II I pF /III /III III II 11 I II 11 IIll I 11 11 1111 III Il II I I II II 11 I II II II I 8j- /III II 11 1111 W 11 N I III I I I 11 I II I II II II , ALLSHEATHING I I. A 2x RIBBON OR FLOOR SYSTEM BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM -• W " UJ �2X4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7)16" FLITCH PLATE TO W/ (2)12G 3/8' "S'=NAIL 3/8 PI.AT�E TO VERTICAL W/(4)EdCH SPACING NAILS. 3/4' 1/2, 112" S STAGGERED Btl NAILS@3".O.C. STAGGERED S 2" VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. lal CONNECTOR .SCHEDULE FOR: ADAMS HOMES -.1820 ELEV C BEARING TRUSS ACTUAL C' 1 CONNECTOR UPLIFT TRUSS ID .POINT UPLIFT. CONNECTOR ID DESIGN RATING FASTENERS NOTES C1V- C5V, E7V, E7VP, H7V Y/R -307#or less HETA16/PERTRUSS MFG 1810# (9)10dx 1-112" A01- AGE, A09, AID, DOI `L/R -797#or less HETA16 / HErA16 1810#/1810# (9)30dx 1-1/2" (9)10dx 1-1/2" A11,A24 L/M/R -905#or less HETA16 / H1OA/ HUA16 1810#'/1040#/ (18)10dx 1-112 1810# (9) 10d x 1-1/2 BOLD L/R -834#0r less HIOA/HETA16' 1040#/1830# (18)10dx 1-1/2 (9) 10d x 1 1/2 (18)10d X11/2 BOI, BOSA, BOG L/M/R -615#or less H10A/HETA16 HETA16 1040#/1810#/ (9)Too x 11/2 1810# (9) IOd x 1-1/2 (9)10d x 14/2 A(17 L/M/M/R -715#or less HETA16/(2)MTS12/(2)MTS32/ 1810#/1980#/. (29)I0d x1-1/2 HETA16 1980#/1810# (28)10dx 1-1/2 (9) SOd x 1-1/2 (10)10d x 1-1/2 2 HETA16 2 HT520 2 HT520 (1 /I) /(I 1920k 2620# / / 48 lOd x1-1 2 ( ) / AD6 ..4/M/M/R I -1859#orless /(2)HETA16. 2620#/1920# (48)10d x 1-1/2 L1D2A CONr BRG -88 PLF or less NAILED 330 PLF (1) 16d @ 4" O.C. TRUSS NAILED TO TOP PLATE PER GE01/S-4 " ---------------- R ROBUIm DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: TRUSS ANUF� RE e 12/9/2019 L=LEFT R RIGHT &M MI DOLE BEARI NGS. BEARI NO LOCATI0NS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAW] NGS ALL. CONNECTORS ARE SIMPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP -CONNECTOR SCHEDULE LINK TYPE CONNECTOR 5 FASTENERS SPF SYP CONNECTORa FASTENERS SIFF 3YP OFRAME FETA'IS W(WI ad x I I& OR 1810 HTAISW(10)10dx11Q'OR 1070 MASONRY HErA2DW(%10dxl 11V HTA20wl(10)106xl 1Q• IESS © FAME 70 FRA© H2.SA W iIORR IYNLS 535 565 RT7A W (10FN ME$ 515 585 FRAME TO H10Aw/(15)1mxl 1M. 1015 1U40 RTMAwC7nmxitrT so Im FRAME /G42W(IS)40dxl VTAT2PLYTRUSSES 830 1080 1&2W116)10dxl 1ITAT2PLYTRUSSES 035 1000 O FRAMETO MTS12wkl411Mxlla'(ATEXTER:CR 5S0 890 NN12 W1141tmx111T (AT ERENOP FRAME LOCA'RONINCLUDE IMTOENAILBI OCANON INCWDE (3112d TOENAILS). 10W 1186 O FRAMETO MGTw/(T41m NNUSMPW A.T.R. W12' 39B5 MUOT16.(nrWNAE.8AND5'8' A.T.R. MASONRY EMBEDMENTW SIMPSON SET' EPDXY 9330 I EMB®MEM W6IMFSON'BEl"EPDXY 38N 4W5 OF FRAAETO HTSMw/Q4)l0dx11Q'(ATEMEPoOR /IRO 1910 WIBL)Imxi1/2"yATEIITERDR FRAME LOOATION PICLLDE (9)12d TOENAILS LOCATgNIN0.UDE 1�TOENAaS tZBB 1680 FRAME TO (2) HI'm W(49)lWx 11IT'(ATE%TERWR 2250 2620 (iI HTWRO W(4811mx11Q"NT EXTERIOR 2M 30E0 FRAME LOCATION INCLWE(6)12d TCENALB LOCATDNINCUIDE (S)IM TOENAILS TEA) FRAME TO HGT-2wl(16TlWNNLSAND(2)SIS^ A.T.R. MIIGT2 W(15)im NAIL3AND (Z)8B"AT.R. © MASONRY W 1T EMSEDMENT W SIMFSCN •SET' 10890 W Ir ENEEDMENT W 91MPSON-SET' 7020 9790 EPDX'r(HOT-3 FOR 3RLY) EPDXY (HUGT9FOR SPLY) OFRAME TO FGTRWIIB)i/4^x5'�9 W0008CTd:W3 9400 4725 RFUSW(12)W89WOODSCREWSAND 71m MASONRY AND ('41PC x5' MN ID ANCHOR BOLTS (4)SM'x0r WEDOE4IOLT D) lGT2 W (1611m SIN(Qi3 OFRAMETO ajn iH'x R-iN'TITFN2 1750 RIXiO MASONRY 8 a OW 0 FRAME TO MA9ONRYI DIVOTS WROIm SINKERS a(14) IN" X 21N•TITEN R PLY TRUBB) SlOoLLF 'RAJ (2) LWT2 W GM IBd. SINKERS a(10) 114"x 7WEOOE-SOLT(2 PLY TRUSS) 39� sl� FRAME OBOMINSINKENSFORFRMIE(EA) OR (82)tm 81NKERBFORFRAME(FA) TO I2IU W(241114-x3-SDSSCREWS 4T90M 8610-M (2)LUOT3W(241114'x21x' 5 g48DM 70RHIA OFRAME MASONRY/ _-... 8(e191B°xS THEN (2 RY TRMBB) ..- ..-, TTIT...-Y.^u 6010E W6Gf SCREWS al4)3NT'xY WB12 PLYTRU36) _- ..�__- �..._.-.. SIBOF T/10f MASONRY 114-AW&D0)tm NAILS - Ob11M0 WEDf£9MTa O lm MILS UMQO Q 9EAM10 MASONRY/ RU46 OPT HUORIWNRI UNAUR G91690 (12)1M' x2We TITEN(TOMAS) UY98D GK3000 U#1155 H0480FTNLNBW(S)IWN41LSa (12) il4'x23N' TAPCONs(TOMAS.) wm U41030 Qlaul. UY55) FRAME OR OR110d a16)Im (FOR FRAME) SYP.F SW4.1 ORD2)1BJ8(6)fm(FORFRAMEI SYPF SWA FRAMETO R) HETAIB OPTQ) HETA20 1820 1380 (2) HTA180PT(n HTA20 1D0 O. MA80NRY l-RYW x1 V2'CA. 2365 i9B5 Oi 1-RYWLY Y*jI 2.PLYW H2)1fd (1 )lW 2-PLYW119)18d HTRMi6W(811m NNL9 AND (4)1N'#1l4" 966 1110 IITWMIBW (8)Im NALBAMO (IJ 1IPz10N• Ila 1226 TAPCONS WEDDE.SO.T OFRAMETO MASONRY OR OR WSM20w1(10)1m NNLSAID(4)1/4SQ1W MM TAPOONS 1110 T4YM20WHOJ10dNAL8AND(4)16YIRN- WEOGE.BOLT Ila 1226 ©FRAME TO HIOSW 8Nx11rTNNLSAND 3/8'xd' () ]50 910 MA80NRY TRAM HD MUW(a)lm"x11YT SDSW000 OTS-rzW(D 1H"x11ITW915YN0D ©FRAMETO MASONRY 6ORMAND(1)128A.T.R. EPOMEDW/ 1635 V45 SCREWSAND(1)1?BAT.REPDXIEDW 1510 JIM 91MP90N°SET' ENOTEA41 eIMP80N SET' N01EM TO MTEW lN4ITTNNLBAND I SAT'B 1) NTT46 W 1. E) NALSMJP ROFRAME .ATA EPW1EDw161M'60N SET• 4375 5090 E7 S'S°B A.i.R EPOMEDWMMP60N SET' OXIE W - 5005 MASONitY IEEE NOTE44 BELOW) IEEE NOTE pO BElDN1 FRAMETO HTT4WCUBId# VTNNLSAND(11MB' S HTT46WDI)lWA1WNAL9 AND(l) © 0.TA.EPOYJEDwI SIMPSON 5ET• M40 4235 SIB'S 0.T.R EPDXIEDWMMPSON"BET - 4160 MASONRY /BEE NOTE54 BELOW) (SEENOTEA48ELOV7) O FAMC10 RIOSW124)l0dx112NNLS 785 910 LUGTJ W(23)8dx11/SNAILS 876 1045 FRAME OFRAMETO HMBKTW(4)I9N11XWSWOOD RTI(N W(B) lUdx t IQ' NNLA& MABDNRY SCREWS& IS) IMx211V TAPOON6 ]80 J80 (4)IN'x13WTAPCONS 1995 1985 TO VGTWOS)1/4x3"S0SWDODWnEWS8 OPRAME MASONRY (1) BITS A.T.R. EPDXIED W 9NP90N"SET" IMIS 4*0 W1TMINEM DMENT (C�' WI32)l14°x9"SDSW00DSCREWS OFRAMETO MASONRY 8(2)S/800.T.0. ®OMEO W81MP90N Bin 7186 •SE WI2"MINANSEDNENT O TIME VOTW R6)1/45IX'SOR VNOQDSOREWSa HD"S082SSSCla)1W)Ql2"SDBWOOD 3295 4505 MUGTISW(MlOd NAIUS&HTT45W(1IB 41M ATO FRAME SCREWS 8I1I6M'B A.T.R lw NNLSa(1)6N"w AT.R. O FRAMETO (OHTT6WOM15d'x21WRNLSA 4 5090 GOHITMw11S2115dM 1IY NAILS FRAME (C 518'SAT.R (BET NOTE#4) Ali 5/8'SAT.R IBEENGTE84J 5D05 1. CONWCTAU.FLCORTRUSSESMINTERIORBFATdNGW00DWALLS/BEAMSwI(2)12d TOENAILS. 2. ALLTWSSTOTR WCONI.ECTIONSAREPRMMDg TWWWNUFACTUMRIUN.00NPIAN. 3. GO. M YI EITHEANMPSONORUBPCONNEOTIMS.S MAMINGPLANFORCONNE MCALLO(R. 4. FOR SINGLE PLYTAUSSES. SCAB CNFULL HEI(*IT 6YP#12"»t"TOTRU39 VERTICAL WEg W(2)ROW60F Im RAILS ip 3"O.C. STAGGERED S. IT WN. A.i.R. EMSFSME @ CMU BOND SEAM U.N.O. 8. ROAD TFLI85 CHORD 4'4"S,SIP n MATCH CHORD LUMBER SQE)w1(2) ROWE 10d@ 4' FROM END A 4' O.C. STAGGERED; CENTERAT CONNECTOR IDCANCN A6 MJdl A6 P059MLE. W MINMALCONHECTORUNOONFRAMINGPLAN 1. CONNECTION FOR ALL R00FIFLOORTRUSBEBTO MABONRYWALLB/LIMEUN CFWAL(B ENO ON THAN 2. CONNECTIMAT24.OR82'O.C.PWMNGVERTM SMRALI.FLOORTRUSSESPARN.LELTOMASONRY WALLS SEE DETAIL P912R5.1 FOR MORE INFORMATION a CONNECTION FOR ALL HIP JACK(C11ER JACK) TO MASONRY WMISIICF WALLBAINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM SOARD TO TOP O=MASONRYAT s2"O,O MAX W(2) AT EACH CORNER. GO. TO VERIFY LOCATION DOES NOT CONFLICT YATJ10F APPUCAOLE) LAYOUT 5. CONNECT ALL FLOORTRUSSES TO INTERIOR SEARING WOOD WALUSFMG w/(2)I2a TONNLS BO MIMMALCON2ECTORUNOONFRAMINOPIAN 1. CONNECTIONFOR JACKTRU99 TO WOOD WALL OR BEAM [ MMIMMALCONPECTORUNOONFRAMINOPLMN 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)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 6" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R9054A IF ROOFTRUSS LAYOUT SHOWSNOTE 5o THISLAYOUTBEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OFTHIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS RE�1 Lv IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND Abbifib�l I r (' ROOF INFORMATION SEE SHEET SQWOOIy, C.M.U. OR JCF WALL SEE TYR WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS 0 2'-0" O.C. SECURE. -CHANNEL @ 12' G.C. ETAL DRIP EDGE + x SUB -FASCIA o LUM FASCIA VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY Tq kESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WINb PRESSURE TYPICAL SOFFIT SUPPON'T DETAIL 3/4 -:� cam: c,``N Sa6a �•'� j; CAD bl . P"i 'O•••. FLb�•. It till lltLtY T °B' S N Go 0 co I- F i g G g IIDD 1- 00 9pC mLN S" aN yW NPx {L lL LL �- B W1=N tll g ° =m a a - w vY in a�S pGM 13 ZF IL IL it DO Y w g F , ao Z Op 4 I- o In U T2 Gm r � a � W WYdW.R)BBVG.COM U J rp ❑ ❑©❑ z Z _ Z O 0 p < N J a N - ZI � M 1) U rrII 1� iW-I W 1 I. R I 0 LIJ c n � U�mE F- cm � � I U BNBpp -oy1fd- FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 �w DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: Ili ® a z 0 O D to � w ` N m m J O N �H In +4+ R 3 C W N P z M.. W C4 IL O J Lu J m Ui (n m n o LL. Model Name / Number: 1820 Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-0685 Sheet: 6 Of: ROOF PLAN C LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 14 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 C LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP -OF SLAB MS021 TYPICAL SHEAR WALL SECTION N.T.S. TIP. TIE BEAM W/8000 P.S.I. CONIC. W/1 #5 REBAR CONT- SIMPBON SP4 WAS) -10d X 11/2 SP6 OR SP8 FOR 2s6 AND 2x8 WALLS d DOUBLE 2xTOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 1 P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL S" C.M.U. )'r 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 )' (8) 2 7/8" HILTI T%DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO n 1�.1111111Ah "'All I N.T.S. 20" MIN. LAP #5 REINE. BAR #3 OR#4 REINFORCING j #3 R #d3L4P RPI If`F �25" MIN. LAP #5 STD. 90° HOOK 05� REINFORCING BAR #5 1 AP SPI ICE SCALER"-V-0" 38" MIN. LAP I. #6 PEINFOROING BAR * GflADE 40 U.N.O. #6 AI P�,--gPI Ic MSO5 REBAR SPLICE DETAIL - GRADE 40 N.T.B. ATTACHMENT REQUIREMENTS 89E TAPCONS SPACING # ROWS 2 x 4 1/4" X 2114" 12' O.C. 1 2 x 6 1/4• X 2414". 12. O.C. 2 2 x 8 1/4• X 2aA" 12• D.G. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OFWINDOW MANUFACTURER. 'PRECAST _ ,LINTEL ; n a i (2) 2X P-T.n BUCKS W/ 112. O.S.B. BETWEEN FASTEN PT 2 NAILER TO MASONRY i IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2• TAPOONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S- O O O LADS FOR 182 ALL ELEVATIONS O T 5450A1l3 AT Tap Yx. nv RGa'D w t asaw cxf.u. 4 91P2gR P' BOira"I 0 aF ums uvnr vo.ion Hm `.No Tama"4c*au rawmm x uhTfi. NM4T]l e'MOMMK Y,piH TyfPE DESIGNATION r ., �, tuner awaur, u . usu.m OY4HTY pF Y NeeN16i I� ears c arHrs cnTnTv SF16-18/IT NOMe ranlxph Hu ho+str . 1 QI4VTnY W T l i AI reeeaR AT Tor MATERIALS 1. fo precast traffic = 3500 psi. 2. Pc preal eased llmels = Woo psi. r 3. Pe grout=3000 psi W/maximum 3/8"aggregate. Coname ounry ts (CMU) per ASTMI 90 4 minimum tnot aareaalmwesssNastrengthC1900/psi, \\\\\T-'GRRE 0 S. Reber proNdatl In pmcfeell Ilmel per ASTM A615 GR60. ` o S II 6. Field rater per ASTM M15 GR40 a GR80. ` J 5E Phestrussing relaxation, perASTM A416 grade •h\ 7/32 he Aon. 7. 7/32wire per MS 0tp. ,(6 B,: Mortar pan ASTM C270 typeMaS. GENERAL NOTES J oFlLI 1. Provide full mortar head and bed joint%. 2. Shore filled Jinlals as required. S. Installation of limel must comply wlU Inc artmosctum: '✓�„ ',. CJ \© y mM/or etmc4xel drawings. 7^' .,. F �O�'.•: 4. Untala ma manufactured WWI &1/2" long notches At theends to "J •`` 5. accommodate MI lnmeet is man weed L/360 WHIlOwl deflation, except llnces 17'4' and r i�I� r ,S S,oev longer w"th a nominal height of 8' mcet or exceed L/180. JJ y�ITTLTLLII,' S. Bottom veld added Tana to be IocBted at the bottom of the ]Intel levity- LL 7. 7/32•dlemeter wire 8LWPB are weld%d to the boom MW for mechanical anchorage. ?, S. Oast-0 was concrete may, be MvHWd in composite lintel aft In ilea of concrete mosuarrynano anlq. N 9. and load ACI basetl on national tlasign analysis per ACI318 IU and ACI 530 I. 7 10.1.1mel Irin. depths are called out an lintel Plan. if contracts insteps a deeper ~ INtel Thal indicstea on die Wan, doing this Increases to strangth Mike IIneel end Is approved without engineering Iseter. it a matter lintel w Installed concoct FOR W approval. ' SAFE LOAD TABLE NOTES t. All vmuea paced an minimum 4" tearing. Exception: Sete Ideas for unfilled lintels must be reduced by 20% If Calling length is less than 81/2". Safe loads for all recessed llmels based on 8" nominal nothing. x 2. N.R. - Not Rated, WW & Safe Ieeds as total Superimposed elawa le load an the cecdon specified. $ ffi SRIC13 p ry 4. Sate local based on grade 40 a grant 60 paid robot. 3 W t- 5. Atltltlonel lateral loatl capelle, can be oCtaNad by :fie desllinr by g= ggF g�i m providing addlonal relmomed masonry above the owest Unto, �5@a, N~ J 6. One #7 robot may be stbstm4ed for two 95 rebels In 8" llmels only, a t8i ,i&EY 3 �1 y. The destmer may weluate concadratled loads from the safe load tables bycalculating lie maximum restating moment and sheer at dawayfromthe e of support. 8. Fat ecornpostee Intal helg s not shown, mile safe load from nett p p''QQer0. laver hell". 2W9. All safe loops In units of Pounds Per Ilhear foe:.®.� �,Z�Pm§, 0LL m mLZ. iai .0 <a8'B Z 5am Is g $ ` WWW.FOSENG.CM ❑ ❑ ❑ (J ^ Z o Z h Z 4 6 � N a — In (D N �r • In m � rt�t N -gyp V Wof W C QT m W tNE V fn 0 y p Q c C4 yym REVIEWED FOR ` DAMS HOMES CODE COMPLIANCE�71 .. LUCLE COUNTY FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY BOCC GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE PRECAST •U" LINTEL w/ 3000P51 CONC. GROUT SHALL BE RUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL Job Information: LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R ]A" STD. BO XOpK ANCHORS (TIP.) 1LE COPY~ 0 N]e 'a RESAR ON BOTH SIDES STD 90 DEGREE ANGLE 9 OF OPENING U.N.O. 000 P$1 O CONIC. W/1 95 DIA. TYP, BOND BEAM O IJ-' eH REBAR 8• x 8• x 16" K.O. CO .O PROVIDE KNOCKOUT LINTEL BLOCK BLOCK FOR FIRST FILLW/3WO P.S.I. W j2 G It OMU COURSE CONC. W/1 #5 DIA. y 4) M BELOW SILL S FILL SOLID REBAR 0 +' m W/ (1) #S BAR FOR ALL 2 0 N WINOS WINDOW OPPNIN0'•6" r' AND LARGIll INDICATES FILLED Z I _ py1 �. a S• x e• K 18• (%LL FROM FfG. TO v LLJ CIVIL U.N.O. BEAM WITH 1 #5 ... BAR MIN. L() O ' OW . to Jm(o(n P. Model Name/ Number: 1820 TYP. DOWEL 25" V Plan Issue Date: MIN. UP (AG 530) Tuesday, February 2, 2021 KA PROJECT NUMBER: z. rE Qe .::SEE FOUN N PLAN ' 21-0685 SEE FOUNDATION FOR LO l I®NS PLAN Sheet: S I Of: MS01 I BLOCK WALL REINFORCEMENT N.T.S. LINTEL PLAN o SIMPSON META 16 2x6 #2 SYP P.T. EACH END W/ (2)'%"x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER "' 3 TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" °o i "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL ; MIN. 5 PER JAMB. VERTICAL o ~ SECTIONAL ® OVERHEAD DOOR CONT. P.T. #2 0 WOOD oee-uQHRaaa° aaeeb � � R R�tS' 61,� SYP 2" X r b TRIM S E 2"x6" P.T. WOOD JAMB '.vi "': ��t POOR AND CONNECTION PER GARAGE SLAB 'i°A�'•. L �. GARAGE DOOR MANUFACTURER P °°'© TYP, GARAGE DOOR E S10 0 �u TRACK MOUNTING DETAIL uunL' a ILL a o oif NOTE: DETAIL CD22 / 3-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. F v� a00 O NH J J J 00 88 LL LL LL i* N „, m Nti w a m T gc' Q��LL.� a w BLOWN -IN R-30 INSULATION PER FBC AAD ENERGY FORM SUBMIT -FED WITH ' P i9 -9 5 iY O R BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) 12 o �.- W m w € a D � m FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR SEE PLAN TILE ROOF (PER ELEVATION) s E £= F Z N a C) £ 0 0 ti o S PROVIDE BAFFLES AT EAVES SEE PLAN ~�� OVER APPROVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA g € � o W O 3 N (FOR VENTED ATTICS) El 0 El IN REDO.C.D ROOF SHEATHING - SEE SCHEDULE - i°- W,MY.FUSENGLOM FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES E[RSH] - ON FRAMING SHT. FOR SNT'G &FASTENERS, O u) OVER APPOVED UNDERLAYMENT z PER FBCR 905.1.1 OVER APA — o ROOF SHEATHING - SEE SCHEDULE- PRE-ENG. WOOD - N FRAMING SHT. FOR TRUSS ANCHOR (SEE PLAN) ' SEE PLAN FOR Z N N f Z Y Q /\V,i/Jj aa I [RSH] TRUSSES @ 24" O.C. — _ _ BRG. HT. 6 in I SHT'G & FASTENERS. a TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL FELT PAPER OR • ' METAL DRIP EDGE Z 1 TO BE INSTALLED ON OUTSIDE TRUSS PLATE ' 2x SUBFASCIA • (TYP.) FRAME FOR BUILT-UP V) U IN 1 FACE 3/4" P.T. NAILER ; r SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR,� /^' _ W a 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA �+-METAL DRIP EDGE L/2"DRYWALL CURTAIN NAILER� f 8 x 8 x 16 K.O. 1x4 P.T. @ WINDOWS h' LINTEL BLOCK END OF SUPPORTING BEAM, 2 X 4 P.T. PLATE NAILED w/ 8d NAILS @ 6 " KEEP IN 3/4" FOR SHEATHING C� w �V) CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. „ O,H, W/ (1) #5 DIA. REAAR & AND LATH WITH FINISH O.C. Ln •i'—� TO TOP PLATE WITH (4) SOFFIPLANS SEE ARCH. '^ SEE EIEV. 3000 PSI CONCRETE (TYP.) ALL SIDES / / (TYF4) FRAME FOR COR- U — N s+., iSd TOENAILS PRECAST "U" LINTEL N SEE SCHEDULE ' ° /,� vo �� \ O O NERS FOR NON LOAD va BEARING SIDES NAILED �® — 1/2" DRYWALL y / f0 O.vv V� = " SEE PLAN FOR HEADER SIZE < w/ 16d NAILS @ 8" O.C. N j o0 0o 0 vos <Nom Q� \\ ! / DAMS HOMES I5/32' OSB EXPOSURE 1 ON ' O.H. EXT, WALL W/ ALL EDGES BLOCKED. 1/2" X 8" J-BOLTS ( ) (TYP.)4 COURSE HIGH A.F.F. 1 CENTERED EA. ' MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/EACH SEE ELEV. SEE TBI3 FOR NAIL ATTACHMENT. SIDE w 2" WASHERS � / MU BASE FILLED w/ N / w .�--=1""'r '-- FLORIDA CONTRACTORS LICENSE N0. CRC1330146 PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL MGT. ON n FILL CELL -(1) #5 DIA. (-TYP) W/ (4) VERTICAL RENF W/ HOOKS INTO FTG & AT TOP NAILS AT 8" O.C. ALL BEDROOM WINDOWS. N REAR W/ 3000 PSI u CONC. ALL LOCATIONS OF COLUMN PLAN AI -Al 3000 GULFBREEZE PARKWAY „ SHOWN N FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN u & FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN ° N LOCATION OF OPENINGS IN r SIMPSON LSTA30 LUCi (:®UhliY PORT ST. LUCIE EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL a w/11-10d TO BEAM EC. STUDS ARE REQUIRED). & TO FRAME BELOW ♦ Job Information: NOTE; 44" MAX. SILL MGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW NSEAN. K W/ SCREEN WINDOW STOOL CEMENTITIOUS DECORATIVE PER SPECS PRECAST CONC SILL FINISH 7/8" THICK PER ASTM u C-926-98A PAPER ACKED FOIL R-4.1 INSULATION AT CMU BLOCK WALL u 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE T613 PER FBC AND ENERGY FORM '/ EXTERIOR FINISH • 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT Y SEE ELEVATION r ( c FOR MAILING SHEAT INFORMATION FOR AT EXTERIOR WALL SHEATHING. APPLICATION FTG. DOWEL #5 DIA. REAR l x 2 P.T FURRING W w to 07 m c R-13 INSULATION WOOD FRAME WALL PER FBC P.T. ZX #2 SYP. BASE PLATE 1 x 4 P.T. 17" IN CONCRETE - ABOVE EXTEND (ACI 530) ABOVE m O '•' m AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. OR 1 2" x 8" TITEN ( / BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2X4 C4 WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN. FROM END -SEE W507 WOOD ASE��\\ ON FOUNDATION PLAN w/10-10d TO COLUMN , OR 4x4 POST w/ 2X4 UNDER POST co 2 1n m �/ I � WOOD BASE � EACH END OF BEAM Y `-/ CV E FOR TERMITE SHIELD SEE FOUNDATION PLAN � SEE FOUNDATION PLAN FOR i O J w o FOR SLAB INFORMATION 1 - — - — - - — - — TOP OF SLAB fIt SLAB INFORMATION _ _ TOP OF SLAB , NOTE: 2 X 4 P.T. PLATE % r ^ LL J y�/ BOTTOM STRAPS MUST BE ♦ Model Name/ Number: 00 r Io INSTALLED ON INSIDE OF - GRADE GRADE COLUMN. DO NOT BEND v o STRAPS UNDER PLATE. v r 4 �r • ?w o 1820 PLACE STRAPS IN FILL °` \q - ♦ Plan Issue Date: CLEAN O :SEE PLAN FOR iv �,. CELLS w/#5 REBARr.; •. ,.•u „ (TYP.)4 COURSE HIGH CMU BASE COMPACTED °+ RE -BAR QUANTITIES - •• FILLED w/ CONC - SEE PLAN FOR FILL t , .; ! ..: : -•, • •:' SIZE. TOP OF COLUMN BASE - Tuesday, February 2, 2021 SEE PLAN ''• ' 2'-0" AFF ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE FOUNDATION 16" FOR FTG REQUIREMENTS PLAN 21-0685 NOTE DETAIL CD21 / S-2 MAY BE SUSSITUTED FOR THIS Sheet: Of: DETAIL - UNLESS NOTED OTHERWISE S-2 WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0° WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=r-o" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE NT•S� TYPICAL FRAMING DETAILS ■ U V m ro a 1" 1S5" iVi 4 u u (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED ISO ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (O = 0.148", Ir 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D - 0.162", L- 34/2") OR EQUAL (D = 0.162'. L= 31/2") OR EQUAL 10ENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA, x 51/2' LAG OPPOSITE SIDES OFTH E COLUMN. SCREWS OR EQUAL (SPACE AS SHDWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •r. F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. STRUCTURAL SHEATHING EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON — SHEET 6 R-19 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC— AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE I STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 �2X4SPF AT 16" O.C. >� STUD TO BOT PLATE: SIMPSON SP4 1/2" X W ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4"=1%0" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 4B" ` 7/16" MIN, NAILED W/ 8d COMMONS @ 3" O.C. @ 2x4 STUD 'L EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x 8 STUDS OF SPLICE 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 STANDARD �` I ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �� l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING T� I�� TOP PLATE W 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF �\ �\ TOP PLATE TRANSITION 12d NAILS @ 3" O.C. WOOD BEAM SEE SIMPSON HUC410 OR (2) z PLAN FOR SIZE ,r HUC210 \ ?a PIPE OR DUCT w/ DOUBLE 12d TO BUILT-UP COLUMN + +I Lll PENETRATION THRU TOP SPLICE a � ' SUPPORT COLUMN BUILT-UP MIN. I+ +I of TOP PLATE w/ MORE �� , (3) 2x4's OR 4x4 W/ (2)-10d I G O THAN 50% OF TOP ROWS 12d � ' NAILS @ B" D.C. EACH PLY 2X TOP PLATE TO O PLATE WIDTH INSTALL @ 3" O.C. ; (SHOWN AS 4 x 4) GABLE END W/ 16d SIMPSON PSPN516Z ' I I (2) SIMPSON HETA20'S NAILS @ 6" O.C. W/ (12) 16d NAILS TYP. ;y17 �,;, w/(12)-15d EA. TO COL TOP & BOTT. N *' STRAPS NOTE: @ ALL ECONDITIONS ATTACH STUDS BOTTOM SPLICE TYPICAL BLOCK CENTERED w/ (3)-110d NAILS + +I + + >v z.ara TO TOP PLATE W/ (4) 16d TONAILS (2) ONN EA. W/ OVER STUD WALL 'u '� Ea TO COL. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ "*,- TIE BEAM 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1/2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL GE15 I FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU_ 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2.8d EA. END EDGE VIEW P4 AT (3) 16d COMMON 24" O.C. NAILS(TYP)� SEE PLAN FOR WLL HGT. N N Nif I • . PER LOCATION I//100, �% ! a • • • ! I�II BOX HEADER EACH END WAgailliIIIIIIIIIIIA1 ! ' 1�iTl I ► I 1PmyAll A pZeI$] : te] "N CMU WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-( * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & SUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 2 (1) (2) >4' BUT <9' (2) (3) (2) (2) 10-W- 6' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP lad NAILS @ —` 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - it it HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZENO. & SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12' O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HT74 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 112" AT GARAGE STEP DOWN Xffe1ii■fi Alt L. WF09 I WALL HEADER DETAIL N.T.s. CDO41 BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. REVIEWED FOR CODE OOMPLI' ST. LUCIE COU"k BOCC 11 •m�'_8- N b M g i t a .a D (i li LL SX N yN W<'nm�5 a a W aI/1 y oagm �SB6 Z�m�o �ZZ o aF$w IO�Rmm w a o Mm EFL 0 O" C U)LL p �a e§' 'a WW1/N.FDSEfrG.COM ❑ ❑ El - Z W z o N aN _ Z n C4 (n () �v y C) !. V O ?� c � CA O lL 00 5rl~ C CD7Q < N O u0 QIIY pp t3 r%A MC L.IA ILA !"C FLORIDA CONTRACTORS LICENSE NO. CRC13301" 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: No O a z ° -0 L O W O 0 'I 04 O O m M 6i z .N-I In J W O_j ZD LL m U) (1) Model Name / Number: 1820 Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-0685 Sheet: 3 Of: TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O,C. MAX (2) 16D NAILS EA. END. SEE (RSH1 SAME SPACING AS B070M CHORD LATERAL BRACING _ - SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP _ TO BE LESS THAN (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C, OR EQUAL TO 450 8d NAILS @ 4" O.C. MINIMUM 2"x4" 10D X10.1131 @ 84 O.C, EA SIDE) CROSS BRACING "`�"-- WALL AND ROOF (SEE PLAN FOR -""� SEE LOCATION) -".- BLOCKING FOR SPECIFICATIONS 2x4-- 2x4 SYP L BRACE FOR 2x4 SYP SPF CROSS RIDGE GABLES 3'-0" TO 5'-11" TALL. PPROX 2x6 SYP L BRACE FOR THEN 48" O.C. AFTER. NAIL W/ 312d @ EACH FEND & (� GABLES 6'-0" AND TALLER. - --� CROSSING AT 45 ANGLE. ATTACH L BRACE w/ ` (NOT REQ4 1 WHEN FASTEN (1) SIM ON HGA10 12d NAILS @ 4" O.C. -SYPANNIN CONT 2x4 RACE CONNECTOR FROM GABLE TRUSS TRUSS BAYS (8P0" ILED) BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d , &IAGIINAL w/ 3-12d TO CHORD (MIN /PLATE NAIL GABLE TRUSS PER JOINT f� 1ST 4 BAYS) TO TOP PLATE w/ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- / 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT . 4 BAYS NAIL OVER X-BRACE AS SHOWN- ) 2x4 SYP OR SPF BLOCKING AT 48" O.C. MIN. BETWEEN TRUSSES @ 48" KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING TRUSS w/ 3-12d NAILS EA.MASONRY WALL SYP w/ (3) 12d @EACH TRUSS WEB ROOF SHEATHING, SEE NAIL TOP OF "T" TO GABLE40FT" TRUSS w/ 2.12d AND 1TB13 FOR ATTACHMENT OVER JACK TRUSSES, SCE TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON H8 w/ 10-iOdXi 1/2" NAILSPA"' `T{11111ttIDtR FASTEN (1) SIMPSON HGA10 tip s�0 T .....@ 48" O.C. w 8 1 4"x1 1/2"/ / ay a SDS WOOD SCREWS GABLE BLOCKING w/ 2-12d TOENAILSEND NUS PROVIDE 2X4 MIN. BLOCKING AT TO TOP PLATE BEAM / TO GABLE TRUSS w. 2-12d ti) v g.14+ CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ -.5 ;.. �o ;. W BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS ?f CHORD ACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE,•.. �� ; `Y. S" \ . A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T. S- `� °' htt WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP LL A TRUCTURAL --- - PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 m TOP CHORD WHEN REQ'D NAIL TO TOP CHORD p TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE Hlp 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"14" SPF OR SYP TRUSS BRACING SEE *SPACED AT 10'-0" MAX 8 s 9 B 2, �,� - [,,,r M00 PLAN €jog l E• as'��" Ili LL LL 2X4 BLOCKINGNam$ Ogam a BETWEEN TRUSSES HIP TRUSS w N B c a - §`y Qua W N SFCT-AA d CE TB03 HIP /RIDGE BLOCKING DETAIL N.Ts. TB04 TRUSS BRACING OVERLAP DETAIL (TYP} N.T.S. gg3,3££ F m f'3Y�� td Z� a O1 a O OV u0 -" W U J N 4 S .^N1NYd-fOSENG.COM ❑ ❑ ❑ Z vJ W Z TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 a U) (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS 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 LO VVV Z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED m IC__'J! l� 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 EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. �� H w 2. ALL BRACING (DB,CB,SB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFEO BY THE TRUSS MANUFACTURER ALL O LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. _ U A 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT O N C ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. m r- SEE TYP. TRUSS BLOCKING DETAILS U N SHEATHING _ c 00 y- �q ' +'j OD I 3 TO 4 TRUSS x4ASSHOWNco a Y TRUSS SPACES ALTERNATE DIRECTION D= Q N o m a�.m hh ®MIS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE 12)-1 NAILS W/ TOP &BOTTOMHS TRUSS HCLR/LL IN PLACE OF (4)) SOD SECPON TO EA TRUSS OR HCR/ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED @ RAFTERS GREATER THAN 8'-0" B-B 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING �p p•� /y y^� REVIEWED �yVlr 1'"l GULFBREEZE, FLORIDA 32563 PRE -ENO. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS VARIES ROOF CODE COMPLIANCE DIVISION LOCATION: SLOPE VE PORT ST. LUCIE 2x STUD WALL SEE PLAN ST. 4UCiE COUf�1f`�' CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. \ \ ' /®^� \ 2X4 SPF BLOCKING / ''. Tsai ♦ Job Information: VERTICAL SCAB 2%8 #2 (4112d WHEN IT LANDS VERTICAL ICA49" O.C. w/ XB 42d \ \ BETWEEN TRUSSES NEXT TO PRE{NG. TRUSS 2x8 gLKING. NAILED P EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3)12d NAILS WHEN HCLR/ILL IN PLACE OF (4)12d R REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ \ / THAN 8%0" \ 2x4 SPF BRACE ' •)f' \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & SHEATHIN RAFTER d \ \ \ ALTERNATE DIRECTION O CB \ a 2%4 BLOCKING BETWEEN BEVEL CUTS ` , TRUSSES W/ 12) 12d NAILS (OPTIONAL) , N L0 @ EACH ENO, CONT. EACH BAY B TB 2x4 SPF W/ (2) #7Xa1/2" / / TRUSSES C ALTERNATING DB WOOD SCREW EACH TRUSS SEE PLAN LU BLOCKING OR HS @ 49" O.C- / / d) (Y) PRE{NG. TRUSS \ / / >CN fY0 m y- STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP- d Ln m SEE PLAN FOR CONN KIMIN SIMPSON A34 OR \ \ / / C QJW� B 2X4 P.T. SLOCVJNG BETWEEN DIAGONAL WOOD 2zB #2 SYP RIDGE BEAM (USP MP4) N \ \ / / 2'-0" ON CENTER \ \ / ' ``^^ �U/)� �I° J m V J V / TRUSSES W/ (2}12tl NAILS @ AT 8'-0" TRUSS \ n / 2X4 SPF BLOCKING ♦ Model Name/ Number: EACH END MAX SHE BETWEEN TRUSSES V V MAX, / 13) 12d COMMON 24" O.C. WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN \ ( ND (TY / , ,\ (3)12d EA. END (TYP.) 1820 SEE PLANS FOR TYPE) ( 4 Fr @ 2'-0" O.C. MAX W / (3) IOD SEE PLAN v CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM STEEL OR WOOD 2X4 CONT' AT T & B CHORD BEARING SUPPORT ♦ Plan Issue Date: Tuesday, February 2, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z° SPACE KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-0685 2x4 S,Y.P. @ 16" O.C. Sheet: S Of. TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. T111315 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS 6" P, THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood Screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. L1 SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE can 6„ 3„ e ° 3" 3" Stu 3„ 3" I Ili III f i" I I 3„ 3" 3" 3" 3" 6 6 DOUBLE DOOR W/ SIDELITES 'A 'E g V. 6' iPACE :VENLY 2" 6 SINGLE DOOR W/ SIDELITES M" 61. J J E DOUBLE DOOR LOCATION OF BARRIER TO BE V-0aa IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. m TOP OF SLAB Fi Z I Ill II ° I f Ir - Ir V v a o1 o z 1°' I° 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. i" SPACE EVENLY I 8 8 ...a-......H................ ° SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROO RING NAILS, 3/8" MIN HEADS.6 PER SHINGLE. Pop1Da� s to use In valley O4nlerlina l SHINGLE INSTALLATION GUIDE �netw V�aA b��aP iaUrge �Utsa ' 3hd 2nA CDuhe" ,�GOUe , 0 ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT W'PUED ALL LEVEL VALLEY rE NURED, PANTED BEHIND FLASHING LOCATIONS) TER. WALLFINISH AND EXTENDING A MINIMLM of 6" ABOVE "x6-H GALVVERTICAL RISE OF FLASHING :VERTICAL WALLLASHING CONT. AT KNEEWALL T ENTRY ........, ,..,.., __.. ..,_ 6" X 6" H GALV. FLASHING DETAILS II66"NORM. NOTE: THIS DETAIL IS REQUIRED FusnlvG 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" \ x 3 1/2" PHILLIPS FLAT HD. "TAPCON` SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" X 2 1/2" PHILLIPS T\Itf 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU N 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 11/2" MIN- FMOEDMENT 2X WOOD FRAME BY OTHERS so WOOD SCREW SHEATHING BY OTHERS CAUILKSETWEEN FIN &SkEATHrNS EXTERIOR 3Ae MIN.; FINISH DISTAN BY OTHERS PERIMETER 1/4" MAX. CAULKBY SPACE OTHERS O.A. WINDOW HEIGHT FA EXTERIOR INTERIOR -- TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S so ,a mP EDGE. DRIP EDGE Al LAVES AND CABLES OF ROOFS. OVERLAP TO DE A MIN MUM Smi. SAVE DRIP [De-S SHALL EXTEND W SHEATHING AID EXTEND BACK( ON THE INIMDM OF 21n. dill EDGE AT EAVES PERMITTED TO BE INSTNIEO Em ER UNDER THE UNDFRI AYMFNT. F INSTALLER UNDERIAYMENT, THERE SHALL BE A 141n WIDTH OF EDGE CEMENT INSTALLED CHIP EUBE FLANGE. DRI-ENJi SHALL Be CALLY IASTENEU A MAGNUM OF 121n ON WHER" TIFF V""d AS DETERMINED IN WAGIUm Fastener Spadng (jamb, Head and Slip Fin' . • EReriarView RAW W11,1181x of i - Wall Framing: *2Sp*uWPinelFir Or Better j Silloone, / *10x1-112' Screw Minimum Penetration ead 1-3/0' Cross SeWon View Mnimwn 1 ur ' �` Silicone E derlor Step1 Messuretsbe sue theopening is 318"tD 112' larger than tewintgivam bath vlyd Ryand horizontally. • You may wish ro pre-dril the uistallation toles in the fin at thstme, OsMard Ile p&X#xAa1 hoAeral & Mft yM as VW arenas . Step 2 Apply a generous bead of allwne to the had#de of the mounting On. Use enough silicone to suffldcltly fill all witls beivreen OR fin and the wall sheathi . Step 3 Irsertthewindm into the opmmg tram the oualde. The w nalm Is labeled Inslde" and "out9de", but If them labels have been removed, the bead EXI ~ be to the IAI M it* b tdi Step Install shuns under the sat, adjusting then unM the unit is plumb in the Opening. Shan should be belated under the sa every 2feet. The willow sealld be baacal centered In the openingwW con oe than 1 9" belwem the window and watt from Step 8 Ina *IO x 1-ll7" screw 4" from the caner of tine fln at earls a,d pf tla trend, sti and bend' cobs. RV 6 Ir#dbt a reminirg fastener in B' imwmts fmm theconer Krews m the cede of each home member. Usecarenot bo ovx- let. Also, I Nre sure the wen go ins Shop a If desired, a foam Insulation can be applied to the interior gap bean .. the window and wall framing. if applied, &&must be th NON EXPANDING ! PPE EOAAN. Step 9 Sena ten windows am typically used in rooms with high mODD Ie; bathroom, , it Is reobnmended that the uRerldr gap between the windav and wail framing also be sealed With silkone and hoofed Ea as rrotto MWfee with the im#ata0m of wallboard, file or our. Step 10 .Once at construction Is complete, rerove the bubble wrap from nk Ihsside and outside of the window. If necessary, dean the Mays with a mild detergent and warm water usug a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE, 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: DAD' IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 1st Choice COUNTY APP. NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING :-K0 ;111►1419 � Z 1 &-3 GLAZ Florida Metal Prod cts Inc. FLAMCO "Off-rld a vent" FASTEN W17H 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, "FROM EDGE AND 4" D.C. TYPICAL MAX, FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAM KO BUILDING P ODUCTS L 11130 No. 30 R TED ORGANIC T UNDERLAYMENIT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL12328-RS 2nd Choicel I Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 83W5 FL15279.36 Swing Doors: THERMA TRULORP E 1st Choice +67.0/-67.0 FIBERGLASS DOOR D INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4' FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 THERMA TRU-CORP. FLU FL20 2nd Choice +67.0/67.0 FIRFRGLASS DOOR AND AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X W WOOD SCREWS MIN. FROM 467119 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/-146.3 The TapoD Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING Fi20403.17 Shakes NAILS 11/2" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 1O" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. NA. N A SHALL BE BEYOND WALL DRESSING Win ows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FL 17676.1 R9 3540 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO OR INSTALLATION THROUGVIDDE 5/81, MIN. EMBED. INTH 2X BUCK USE #8 WOOD SO WOOD OFBUCK FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture wlntlow SUFFIENT LENGTH TO ACHIEVE lire" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WODD SUBSTRATE. Mullions: M-1926 YeNCaI FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE 11A Horizontal I FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUMI EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 AIIN DOWS WITH MIN. IA' EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN, EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED SOLID SOFFIT VINYL 1 1/2" NAILS 10" O.C. IN DIRECTION OF SOFFIT LENGTH FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24 Ga" Ga. lVenized DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ WINGNUTS AT 12 h" O.C. BOTTOM 1/4"-20 FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 to a o 5 y 'p la to 00 00 To F , M Ln Q e TA ti ± a �p r�0 68LL LL IJl M D p hi9-0 m Z Ill tl i avw v i1, W N on a ¢ 3 mA'E 3 gin&, us eA a K J if:O� W a U y fi'P� WIMV.FUSENG.COM ❑ ❑ ❑ z � W Z N N d m Z z " m �Q) w d Wo � m _ a w� to c YZ m U mNE I F. t GO V to > — s55R U Go ®Goers �p alqaa 4,m' DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: O a z a o a U0 LIJ N M o a eN-I to 3 m i z H U m N a pJLij p J m W W FT Model Name / Number: 1820 I Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-0685 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING /' WEATHER /` RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. (Alt, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER R EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL , COMPATIBILITY SELF -A- ---- FLASHI DO NOT... BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR XJSCI ISTE. SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR.- EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) 2 Scale: NTS ESISTIVEBARRIER IWPO1 SELF -ADHERED FLASHING NAILING FLANGE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK -SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN / UP JAMB V. USE LIQUID NAIL BRAND f OR EQUAL WEATHER PROOF A LKIN O CAULKING G / SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING - 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 ERIOR 4T. FIN. -DING PAPER PE n : 12.0 in cm: 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING IDOW UNIT 3 WP10 SELF-ADHERI O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOWSILL RIM JOIST 2 WP02 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) BOTTOM OF THRESHOLD 8 z W P05 1 SELF -ADHERED FLASHING PATCH )HERED FLASHING WINDOW UNIT FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described In Section R703.4. SLOPE R703.1,1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the 0.3 in: 12.0 in SELF -ADHERED FLASHING accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as wired by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. - (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-malstive barter shall be applied over studs or sheathing of all exterior wells No. 15 asphsit left shall be appllad he ontalty, with the upper layer lapped over the lower layer not less than 2 Inches. Where EXTERIOR Joints occur, felt shall be lapped not less than 6Inches. Other approved materials shall be Installed In accordance with the CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water-reakrtive 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 manner to meet the requirements of the exterior wall envelope as described In Section R703.L 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 a water -resistive vapor -permeable harrier with a performance at least WIRE LATH Detail Instructions equivalent to two layers of Grade D paper. The Individual layers shall be Installed independently such that each layer a provides separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier Is directed between the layers. BUILDING numbered items In the list of Instructions below: Exception: Where the water-realstive barrier that Is applied over wood -based sheathing has a water resistance equal to or PAPER 1 Install self -adhered flashing in order as shown b numbers greater than that of 80-minute Grade D paper and k separated from the stucco by an Intervening substantially nonwater O3. y 2. Install flashing and weather resistive barrier to form water shedding laps Self -adhered flashing can be substituted for building paper absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible SELF -ADHERED FLASHING CEMT. FINISH SILO POTSHELF/ W P03 embedded in the adhesive layer) -for ease of installation and to minimize Scoring cuts flashing shall be applied shingle -fashion or In accordance with the manufacturer's instructions. Metal flashing shall be cOrmskm resistant. Fluldapplied membranes used as flashing shall be applied In accordance with the manufacturefe Instructions. All Bashing shall be applied in a manner to prevent the entry of water Into the CHIMNEY SHOULDER well cavity or penetration of 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered membranes used as flashing shall comply with adhere to substrate using a square piece of flashing material (6" x 6" AAMA 731. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM01281, RUBBERIZED RUBBERIZED ASPHALT ADHESIVE Minimum) AAMA 812, or other approved standard as appropriate for the type Of sealant. Fluld-applied membranes used as flashing In ASPHALTexterior 6. Fold as shown by arrows walls shall B comply with AAMA 714. The flashing P y I siting shall extend to the surface of the exterior wall finish. Approved ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit flashings shall be Installed at the following locations: tight t0 corner SCORED 8. Mechanically fasten as necessary 1.Extertor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically 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: r sEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1A The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing instructions or detalls are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. 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 NECESSARY IN CORNERS THROUGH the water resistive banner for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection 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. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ v 2 WOMA 300 or FMA/AAMA/WDMA 400. 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 7 4. Continuously above all projecting wood trim. S. where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. SELF -ADHERED FLASHING INSIDE CORNER V1/P06 S. At wall and roof Intersections. 7. At built -In gutters. 2 5 W P08 APPLYA UQUID FLASHING TO THE MASONRY ACCORDANCE WITH THE MAN FACTURER'S RECOMMENDATIONS, BEFORE W P09 INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 i Cement Plaster in accordance with ASTMC926 over wood 2nd floor Note: The building paper and metal lath must be installed over the top of the weep screed. - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1 /r' Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 718" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 - Building Paper I sheathing IJ{� Keep top edge Of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated nge 7/8" Weep Screed 1/2" Cementitlous Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish Block 2 1/2" Perforated Flange 1/2" Weep o- Screed Slab Install bottom edge of weep screed 1" below finish floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE •. FLv: 0 SSIO� .% � NWLnn It 0 1 DID g��g6 F 10 w AM "6 rn :J ti ri 0�� w runt o D�V` �.w Q�si�2 W W rp 2 RE ms ¢ -a3° o SILP- IL 2 -0 0 a a- G W 0U ? N oS wS WNIW.FDSENG.GDM ❑ ❑ ❑ z E, - $ o z Z a V - m nj Z N W 1 O � Y Ln - 0 W c /VV) M cM i" �m W toqo ! c ao c1e2e Q DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. ORC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: IX O a zLIDa)�� w DO N= a � m m > a)z Ln to d F- *eUm N 0_ILJJZ:) M o JM0Cn m Model Name / Number: 1820 Plan Issue Date: Tuesday, February 2, 2021 FI KA PROJECT NUMBER: 21-0685 Sheet: W WATER PROOF DETAILS 5" bath duct to roof cap w/ standard 70 cfm bath fan - f PRI:CA,'il EI TT2 CAP 8'F• _- _ _ FGIRESS 12x6 1 wcdINEWO D�j(�{y,p�,�, `135 ,' - VAUL: DMUNGl4�YVLYi Im VAu�r c I: I 13EL?l�ti)Oi�r1 #2 VAUi rED CEILI 4G _ - - , - d 1 m 12x12 rag - - ; LIBL 25 SH ftd3 " 14x8 1wcd 205 10, « 1R,1sH 1616 rag :... - 16x16 rag ; -e-e = �- f_ ' f BATE . -- 8,,, ,1 �, 4 �, AULTED GLG N. xD P , 14x14 rag, __ FAMILY RO 4 10•CEIUNo I i i 8 14x8 1wcd I I su Lc. 210 I i ; zwA L vT f f 8x4 1 we ; -------- __ __ _______ _____ 9 - t..i 10x6 1 wcd EDROOK4 #8 45 5., %f T_CEILING _e ff a o-_= `� '. �10x6 1 wcd I 6„ 2' 7 - 14„ 75 i cs* _ dl� Yt is el :� W 3068 : ' 31N PRiWICE PLAT FO ... .16" WIDE ; ' l FOR HVAC UNIT' PLA%rr LrDQC 8„ W� slzF 2 x18 fbrag 08.4"AF.g_ 14x8 1 wcd ; - - DININ R M 3 VAULBcD C „ s 7 VAULTED CEILING " 165 — --'— 12 13Owcd h . .. -p REFRIG. LMdttN42X42 A/C SLAB PUiEA �fpu I r• u I _ ; F BY BLDR MIN — VAULTEDCLG. :.l...¢. Lc - 9 T2x12 rag , ��9 ,�� ,2' FROM WALL 40 8x4 r::,:.r - ......................—... PRYER VENT „ STEP DN � u, 1 X12 rag 'EHRU P.DOF 1G' C ING ✓ PxYAx LET 35� . _ PUT: DN. ST s f V 12x6 1 wcd 22'F xFe4' ' F�29 - - - sa \/ 140 AEa1 BEDROOM 44 VAL'LTEDCOUNG /(2) i2` S.L.j I I zy W 141P INVERTED/aFi - f'-IARAt'.7E _ 31tAttS. PEH� ' , ra NIP wl 8 FLEV, 9* CEILING 4" dryer duct _ to roof cap EMM w/dryer vent box 1i�'CEILIN'G i SEE ELI YAMI N FOR 'Wi?dLYSLN SIZE & STYLE LNE JF CAI7AEE fiQSft ,; ii 3.0 TON W/5KW @240V PH ' ELD enre i+ 18x13 plen scale :1/811=1101, platform by bldr , — -- ' � AB a 7 (?VEE2HEFAD 00013 � 5" bath duct to roof cap w/ standard 70 cfm bath fan NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE" ROOMS Transfer ducts/grills sized in compliance with Florida ResidentialBuilding Code—M1602.4 balanced return air. EXCEPTIONS 1-3 FLOOR PLAN! SCALE:1/4" '01 ALL ELEVATIONS AREA CALCULATIONS 1gE FLOOR 1520:T.F. TOTAL JAtQ(AO1 1820S.F. GARAGE 39G S.F. COVERED ENTRY {@ ASEj 56 S.F. COVERED SA7I0I 137 S.F. TOTAL AREA UNDER ROOF 14,CS'S.F. Rating s o O o 0 Q v S S TILE C\J (� 00 N (—) (D <00 QS � � m L li ' ' %^ Z � Z W � =1 Q I— Mp W� Q D _j 0 D Q ly mELJ(nl)Q Must have a minimum clearance of 4 inhes aroun d the air handler per the State Energy code. All duct has an r-- 6 insulation value.