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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: T UCTURAL NOTES: STRUCTURAL AL DESIGN CRITERIA rw INDEX ("IF DRAWINGSii� R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, �'� BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESS I STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" SHT NO: TI LE - , PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: `THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-ACOR". 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. PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAIN 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS EN 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A- THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHA A615M GRADE 40 U.N.O. REINFORCING FOR FOOTINE REINFORCING SHALL BE POSITIVELY SUPPORTED BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORIN EPDXY, THEY MUST FIRST CONTACT THE ENGINEER 0 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON BE IMPLEMENTED. 1`303.4.1 CONCRETE STRENGTH 1 PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLAC ENT,+AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. S OF ALL TOP BARS OF BEAMS. CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, OR 11/2" TO FORM U.N.O. A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE. CROSS WIRE WITHIN GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP EMPORARY 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 ADH SIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT REC RD FOR WRITTEN APPROVAL. GAS PREVALENT AREAS, APPENDIX -I- OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE D WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE" EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70.14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318.14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES -(ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. EXTERIOR COVERING MASONRY WALL CONST. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: INSTAL ATION OR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL IGHTI GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI) I� 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTN C27 12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A IMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP S" TO 11". CONTINUOUS MASO RY IN EC7IONS ARE REQUIRED DURING CONSTRUCTION. 4 4.. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL 3E AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL E H1 E N POSITION AT THE TOP AND BOTTOM AND AT MAXIMUM SPACING OF 192 DIA OR 10FT, WHICH EVER IS LESS. REINFORCING SHALL BE PLAC D IN THE CENTER OF THE MASONRY CELL WITH MIN 1 2" CLEARANCE TO INSIDE FACE. / 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS, 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM.PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. -TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACIN G.SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR O DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER. CODE ACI 31&14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS ER C DE. GROUT SHALL BE FLUSH WITH TOP OF WALL (A)GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR FJOIST*** LL/360 LL /180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 1 ±/2" LONG. 11 GAGE NAILS HAVING A 7/16" HEAD, OR 7/8" LONG, 1 6 GA • STAPLES, PACED NOT MORETHAN 6 INCHES ON CENTER V RTI A Y AND HORIZONTALLY (REF. 2017 FRG R703.7.11 R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3WATER•RESISTNEBARRIERS. *TL MAX 2 P TO 40FT SPAN **TL MAX 2" " U *** TL MAX 1/2' GENERAL ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTIONS SHINGLE METAL TILE HEAVY WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLATE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONS IST SIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSIONRESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT. ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. ROOF PS (PSF) ROOF (PS ROOF (PSI) ROOF PS (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, HFAf� WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN P OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTU FRAMING MEMBERS SHALL BE S.P.R#2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACTWITH'CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E F1�2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR! WALL!AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD CC/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48124) SHEATHING SHALL FINISH RUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEE PANES AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTABARRIER UN ESS P NCE ECIFIED. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 LL L* BOTTOM CHORD BOTTOM CHORD L 0 10 O 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NONCONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADI N G TOP CHORD LL TOP CHORD DIL 40 (PSF)COMMMENTS: 10 (PSF) 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 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O W 27.5 (+) 27.6. 10 (-) 29.9 (-) 37.0 20 (+) 26.5 (+) 26.5 (-) 28.8 (-) 34.4 O Q 50 (+) 24.8 (+) 24.8 O '0 (•) 27.1 (•) 31.1 Qs 5Q (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'C" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 1-) 26.0 GENERAL PRESSURE NOTES NOTES: I. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-O" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT a S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS o SA DETAILS s S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC v x 5 c `�y altf'gff o N rororo o ` �:"v� �� : is N • U. 61 rir �i�.w serJe " � VA0 �rPr'68�bibfim q�`\SY ' 190 c � °D cP 1 1 160 MPH OPENING PRESSURES BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPUET MARK SPACING SPECIES CAP.(pIU TOP BOTTOM NO BWl le" (2)16d.TOENAB8 (2). 16d TOENAILS SPF UPUFF BW2 18" SP2 W/ (6}10d SPI. W/ (6}10d SPF 402 STUD, (6)10d PLATE STUD, (4)10d PLATE BW3 16" (2) SP2 W/ (6)10d (2) SP1 W/ (6)10d SPF 803 STUD, alt iod PLATE STUD, 4 10d PLATE NO BW4 18" 2)16tl TOENAILS (2)18d TOENAILS SYP UPUFr BW5 SP2 W/ (6F10d 3P1 W/ (e}10d 16" STUD, 8 10d RATE STUD 4 lOd PLATE SYP 439 (2) SP2 W/ (6) iOd SPl W/ (6}10E BW6 STUD lOd PLATE STUD, f4l 10d PLATE SYP 878 NO BW7 12" (2) led TOENAILS (2)16d TOENAILS SPF UPLIFT B-- SP2 W/(e}10d SPS W/(6)lOd 12" STUD, (6) 100 PLATE STUD, (4 10d PLATE SPF 535 (2) SP2 W/ (e) SOd SP1 W/ (6}10d BW9 i2" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12' (2)16d TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/ (B}IOd SPS W/ (6}1Dd 12, STUD, 6) 10d PLATE STUD,(4) 10d PLATE SYP 585 BW12 (2) SP2 W/ (8) Lod SPl W/ (6}SOd 12" 1 STUD, 8 10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED 2x TOP PLATE TOP OF WALL. tp_jr-DOUBLE SEE PLAIN mV MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/93 FOR CONNECTION INPO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH ---SEE MS03/S1 FOR NO UPOFr CONNECTORS ERG WALL TO INDICATED IN WFO9 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 F.F. SEE FOUNDATION me:µ" PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7"- INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW=SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. •> REQUIRES MIN ALT.: SIMPSON 1/2' TITEN HD @ 32' O.C. T/16' OSB PLYW'D W/Bd NAILS AT 4°oc Etl6 SEESAME EGENERAL NO BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEEFLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UND, 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPB AND SPS CONNECTORS CAN BE SUBSnTUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 8. IF "BED" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/83.1 OR INDICATED DETML FOR PROPER CONNECTIONS FOR 2nd FLOOR TO 3 ON (NOTE: THIS I 2 STORY P ECT ONLY) FIRST FLOOR CONNECTIONS.NO L4 S FOR S 0 ( 1 L A 6. IF'SW' IS INDICATED THE WALLIS CON310ERED A SHFARWALL AND REQUIRES MIN. 7/16- DSB PLYWOOD W/ Ed NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL 15 INDICATED WITH THE DWI, BW4, OW, DW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 8. SP1/SP2-0Rn/E ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. IOd= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) OONN. & FASTENER UPUFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - Led TOENAILS 0 C2 (3) 2 x 4 #2 SPF D172Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS (3) 2 x 4 SYP #1-0R (4) -16d TOENAILS a(4) 2 x 4 SPF #2 D7T2Z W/ 1/2" WEDGE ANCHOR- & (8)1./4' X 11/2' - 2145 BIDS SCREWS FEB 4x4OST W/5/8"AIR** G - 6668 U=2200 SYP POST &(12)ABIJ4 NAILS & (s?J -16d. NAILS ex8P.T. #'I "" G-23000 SYP POST &(12) led &(12)-18d NAILS U-2300 8x 8 P.T. #2 ABU8) 5S AIR .. - G - 24335 C7 SYP POST 16d N &(18)-18d NAILS U=2320 3.5 x 3.5 P.L. 1.8E Fb=-2400 PSI HOU5S1392.5 All (14) 1/4' x 21/2" BOB WS & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HDUSSD62.5 W/ (14)1/4" x 1.8E Fb=2400 PSI IWnI IF FIT.I 21/2' SDS WS & 5/8" EXOPY ANCHOR. OR ATR** 5645 c1-o 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU8 SD52S W/ (20) 1/4' x 21/2' BOB WE & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.). ANCHOR OR ATR*** C31 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU&SDS2.5 W/ (20)1/4" x 21/2" BOB WS & 7/8" EPDXY 7870 (WOLMANIZED IF FXT.). ANCHOR, OR ATR*** 7 x 7 P.L. HDU8SDS2.5 W/ (20) 1/4' x 12 1.8E Fb-2400 PSI 21/2- SDS WE & 7/8" EPDXY 7670 WDLMANIZED IF EX.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1 SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. S. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/8' ATR 8' EMBEDMENT FOR 7/8' ATR S. IF (C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMN$ (LeEQ MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.iENGTHNAIL SPACING Ed 0.131" X 2 W 0.131' X 2IA" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS led OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 "4". 0.131" X 3 14" NAILS & TOP PLATE 12d OA48" X 3 %' OA31' X 3 "A' S' O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK " 8" O.C. GUN NAIL COLUMNS led 0.162" X 3 %" 0,131' X 3 M" (2)16D(COMMON) ISEE PLAN (3) ISO ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE GONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS FUTCH PLATE. NAIL SIMPSON LSTAW OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA18 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB HITCH PLATE. NAIL SIMPSON L5TA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST 2 ROWS OF NAILS @ 12"' OR (2) SIMPSON HETAIB TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M OSB FLRCH PLATE. NAIL SIMPSON LSIA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 32d NAILS @ 12" OR (2) SIMPSON HETA76 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) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4 x 31/2' SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL U.N.O. ON RODF PLAN, EACH SIDE. (2).13/4"x317/8-LVL CONNECTION PROVIDE (2) MS 2.0E Fb-2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 3/4" x 3 1/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS* 16' D.C.TYP. OR (2) SIMPSON HEIA1STO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 18' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 12) 1/4' x 31/2' SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2. SEE PLAN POR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H7 (2) - 2X6 92 SYP SEE GENERAL HEADER NOTE #5 WI 14Z FLITCH PLATE THIS SHEET HB - O -2X8Jf23YP SEE GENERAL HEADER NOTE #5 - W/ 1/2" FLITCH 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 W/ 1/2" FLrfCH PLATE THIS SHEET H6 (2)-13(4-X 111/4 ATTACH TOGETHER WI(2)ROWS 1/4-X31/7 LVL 2.0E Fb=26U0 PSI BOB WD SCREWS W IT O.C. TYP. EACH SIDE H6 (2)-1314"X9114 ATTACH TOGETHER WI(3) ROWS 114' X 3 1r2 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ Is- O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - 3' 11" (1) (2) (1) (2) 4'-0" - 9,-0„ (2) 1 (3) (2) (2) 10'-0"- 16'-0" (3)I (4) (3) (4) GENERAL HEADER NOTES 1.. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE tat FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WRNIN BEARING WALL SCHEDULE FOR REQUIRED ED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12". O.C. ALONG EACH EDGE OR (3) ROWS IF 2x1O 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. 0 M k0 S2 HOSE BIBB '-0" 25 SH 4" BW1 2 DRL 95 SH 18" PRECAST ABOVE - -16" PRECAST AE bVE ° EGRESS) "I Q o FIBERGLASS TUB /SHOWER " 'pD:. 5 $H. N = W MS03 rn IY"•: 1668 M a LANAI w W w O S1 IA O 8'-0" CLG H1 " 4'-5" 2'-9" 2'•4" 4'•10" � 9'-4" (o O BEDROOM 4 8'-0" CLG O BATH 3 8'-0" CLG 2650SH OW NE'S BEDROOM 8'-0" CLG ap TEMP. N2 ~ ° H1 QEpF (2) 3050 SH 2868 q o a BREAKFAST O O BW3 7'.4" 1'-G" 3'-8" � T Lr. ° 10'-0" CLG 2-2068 2668 �s1%. 2868 "cp - Y 8' CLG Z 36" FLAT BAR -1 TOP ON 341h Fi LINE G.T. - - - - - - _ R/SH mowv N 0 WALL uI " 4'-0" I 2'-4" 3'-7" 3'-11" 3'-0" 19'-0" 114'-0" -R/SH _ _'. ._ (V 2-2068 2668 t _ - 00 IN____ ' R R/SH 2 - R/SH , 4'-10" 3' 8" W.I.C. U, N I = �I BEDROOM 3 KITCHEN FAMILY ROOM g '" N r c+ 8'-0 ,CLG V ) I ap °D L �2 G.T. R/SH I R SH I FUR ., 2, 4 C I = V o N o LINE o o. 4 0 OP'G rS BATH O S BATH Now -� uFURy -8- 2,-4" I 8'-0" CLG cJa rn 8'0" CLG LINE LINE I DROP , M 10"X12" a w 1 N 2468 R/A ;. ; CLG -` - - - - SOFFIT ?A " 0 I IW- .�,.. 2868 -------------------- ® ` 11'-4„ 5'-4" , 3'-6" 3'-10" 8'-8" O" ` 3'-3" 0" 10" 1" O M BDN E R ° A/C 0 s,_D" DlI COL T 2 FLAG LINE SHWR 8'-C" CLG \ ° O OTILITY DINING ROOM I 771F ' 8'-O" CLG 6 10'-0" CLG '�- 10"x12" FOYER1 I I c2 C8 ' - SOFFIT 10'-0" CLG @10'-0" F'W 3" X 10" 5'-4" 4'•10" Y2-2668 TUB SHOD]R.I / I I Im n I CORNER PROJECTIONS i i �� 10 LI J� @ALLLOC'SED j ROOM ��,rl SHOWN d I I WP39 1F J L IVING I INVERTED HIP TO 10, -, ,> I I� I� N MS03 S 3- W N R/SH W.H. a 0 pt Li _ J .2868 MS03 S1 S• 1 WF01 I O I I W .. BW2 C2 ... H4 O ,:.. BW2 VERIFY WI S-3. WF02 DOW TYPE © ; ; :i 8 N \ S01 \ H1 WITH ELE ATION EGRESS \ (2)-:.20 SIDEL17E MS03 111S" 5'-0" 8'-0" ©Q TRANSOM ABV. MET. T'HLD S1 EA SIDE OF ENTRY \ \ DBL 26SH i i MS03 Si ---------------• ATTIC ACCESS 5'-6" 7'8' ID V \ LOCATE IN FIELD O.M. 11 SEE ELEV. WF21 \ 10'0" T 22" X 36" MIN ; ENTRY s3 O \ - - Ii 10' CLG a II DBL 25 SH II q iip 11 t BfY13 1 8' CEILING 2 CAR GARAGE op 8�_O" CLG i O ; ; TYP CD23 ; 5 a ll S2 " CD23 N S2 •`r TYP CANTILEVER CANTILEVER -----------------------------------------------• I BEAM BEAM '-4 6'-0' '4" 12'-0" , I I I I 12'-0.. 8'-8" 13'-4" 12 ; � I r: O I I I , 16 X 7 OVERHEAD - 4'-4' 16'-0" 4'4' 13'-0" 6.$„ 14'-4" 24'8" 34 -0" 58'-8 SCALE:1/4 V-O" ELEVATIONS 11CR" CHOSE BIBB n y v L0 -1 ENCLOSED -EXPOSURES ry A +27:6%-29.9 ©+27.6/-37.0 +26.5 / -28.8 O +26.5 / -34.4 I +24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN -ULTIMATE' WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND FRAMED WAL. Nn+ BEARING FRAI\AF WALLIS y s o ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. R MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. 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. R302.6The garage shall be separated from the residence and R'so c tJy not less an 1/2Hnon (12.7mm)gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable r om above b not less than inch 0 S y S a 5/8 C (15.9mm) type X gypsum board or equivalent. Where the separation Is a fioorcelling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 4, 13312.2.1 Window sills In dwelling units, where the opening of an operable window Is located more than 72 Inches (1.829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 Inches (610 mm) above the finished floor of the room in which the Window is located. Glazing between the floor and 24 inches (61.0 mm) shall be fixed or have openings through which a 44mch-diameter (102 Tim) sphere cannot pass. 5. R308.4.2 All windows within 2'-0" of doors and In shower or 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" COX. iX T&G acceptable for substltutlon. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crew] spaces) shall be weatherstrlpped and Insulated to a level equivalent to the insulation on the surrounding surfaces. 8 Laundry Note: (Unless noted otrierwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson x @ 3 " box 6 aff 9. Ca llings 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 OS8 shall be attached w/ Sc 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 speciflcatlons REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC AREA CALCULATIONS 1st FLOOR 2516 S.F. TOTAL LIVING (AC) 2516 S.F. GARAGE 5555 S.F. COVERED ENTRY (BASE) N L ct- COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF v ``ir:1111111/s�A' m • v 1 gA . HL : O E -S� = ' . ND 6 Gt' o c T :*� OF ` N N 1111 � m O W g�C113 0 NN R to 00 ro `; Xa U 4u it 0 9mmd 2� {D OO t LLC N S�m�PBa�Wg a a � °4 z g O 5T4•- o U w2 nW�€W cd m O -EW m 8 m EE m5 e a a 9tg�% u ' r L° m WIWl.FOSEN6.CIXN ❑ [1 ❑ UI m Z � g Z W Q 0 a Ln -x z n 8 Ln 0 Q y W T- (.0 1 E IF V -0 w O �m In � H C i� ONE W OO �i I- rip �I n U -U x .Qdc�d DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST'. LUCIE ♦ Job Information: i Cr. 0 z UD C W N `_ G0 0) N N Z E 2 N 1- C.� m t0 p 00 ao LL o VT Model Name / Number: 2508 ♦ Plan Issue Date: Thursday, April 23, 2020 ♦ KA PROJECT NUMBER: i 20-3002 Sheet: Of: I 0 FI nnR PI AN I LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,508 x 3 = 6,600 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1100 WATTS I EACH 400 GEN LIGHT'G & RECEIPT. + APP. CIR. - 36,074 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 26,074 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT T CALCULATIONS I FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A" = (.40 x 26,074) = 10,430 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,430 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 168 ` -dNSTALL FAN BOX PREWIRE aINSTALL FAN /\ /' BOX PREWIRE INSTALL FAN ({�`� / BOXPREWIRE1, GFI / IWP ♦ � L GFI INSTALL FAN 4/BOX PREWIRE 3 1 ------ --- CMr 1 I - i - GFI - CM z 4b I I ♦ GFl; 20' \ O FOR HOOD \? ��.. C r 7 �.-t- I r-_T INSTALL FAN(' O I FOR D/1N FAN AI ' BOX PREWIRE GFl; GFI J PRE WIFjEi v I, ATTIC IF EQ D BY CODE I GFl ' GFI /0- z 1 1 I FI — - / GFl I I`7 I I \ 1 1 I / r I ♦ II , II l � I , - r- - GFI -- ----- INSTALL FAN GFI BOX PREWIRE m 40 I \ x r 1 1 I rIT—� GF I I I 1 O 1 I \\ -LoFL1 I I \ --—— ——— — — ———— 220 W.H. I — — — �: INSTALL FAN J r _ -' ' ' BOX PREWIRE ---------- - 4 I I 1 ELECTRICAL \ w GFI PANEL @42" } `\ V WP LOCATION OF METER AND PANEL BOX ---- -r- I I \ \ GFI \ w TO BE BY BUILDER. IF NO GARAGE SEVICE ATTIC ELECTRIC " \ I DOOR IS PROVIDED A DISCONNECT (SHALL 7F REQ'D BY CODE BE ADDED AT METER LOCATION. -------------- II NOTE: GFl KEEP COACH LITES OUT / OF BANDING, QUOINS, AND ® 42" ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION - II 11 FOR TRIM. 11 11 II 1+ GFI FOR GARAGE - DOOR OPENER --- 1 1 I 1 I I 1 1 , 1 1 I HOSE I I ' BIB@ ' I I ---Flu ------------- COACH LIGHT i COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-0" ELEVATIONS "CR" ELECTRICAL NOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DEFECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND USTED IN ACCORDANCE WITH UL 217 B. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED WALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36' FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF85 dBA AT SO FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR. WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLEINSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24", THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E400214 AND NEC 41 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFI- BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX o CEILING FAN OUTLET 110 VOLT SPLIT SWITCHED OUTLET W GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES (t WP WATER PROOF W/ GROUND FAULT v - 220 VOLT OUTLET (9— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV� T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER RECESSED �LLIIGHTING O THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED BAMEASUNDERGROUND WITH ELECTRIC AL CONTRACTOR 200 AMP SERVICE 200 = 2ID COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 20D AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #BTO FNAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAI. POWER CO. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC m' w C0 o IC1133 s $gBHAaWay ga�a s�2`°'. m °m ° m y�y mI; L95oti in2 � s W g a www.m8wa.ca,1 111111 (� M � N o Z M z v - ¢00 o a — Y Q v M N W f � p £' I V —$ � wO � c m r- U 2 04 E ! F w c a�Y ¢ m o WO 4 DAM MKS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: LL O Ln Z rl c W 0` y a) V ch h N NA E ®"MM_I�L�U^:r^^ N J W VJ w 00 ® Model Name / Number: 2505 Plan Issue Date: Thursday, April 23, 2020 VI KA PROJECT NUMBER: 20-3002 Sheet: 4 Of: ELECTRICAL PLAN OF BLOCK FIN!, FLR. m )POF BLOCK ui r DOW HEAD HGT 111121111111111 FIN. FLR. UTE TEXTURED CEMENTMOUS COATING DBL 25 SH DBL 3050 SH 48" OFF RIDGE VENT m wr EVERT iv 70P OF BLOCK ''.. _—_—_—_—_� —_—.— _—_ _ . N"DOW'HEAU m m 23 SH LITE TEXTURED FlN. FLR. cwwnTI0u5 COATING Wcr.RoaE van 6 RIGHT ELEVATION "CR" SCALE: 3/16" =1•,0" M OF BLOCK � 'I DOW HEAD HOT _—_—_—_—_._._—.._--y__— O m LITE TEXTURED CEMENTmOUS COATING FlN. FLR. 25 SH 25 SH 2868 48" OFF RIDGE VENT 2650 SH 1 2650 SH 3. @ GARAGE LITE TEXTURED 25 SH CEMENTITIOUS COATING REAR ELEVATION SCALE: 1/4" =1'-O" a 12" X 24" — DECO LOUVER (fyP OF 2) i TOP OF BLOC .AMW_IJEAD_f o I OD00 i0 FIN. FLR. a DBL 26 SH 16"TRANSOM ABOVE VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net eq Inches of vertting needed equally for Intake and exhaust Soffit product provides 4.12 net sq in/sf Ridge vent provides 18.00 net sq in / If Offridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF). 3448 s.f. Totalneeded for exhaust for upper 1/3 828 netsginches Total needed for intake (soffit area, lower) 828 netsginches Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be used in combo with ORV) 45 Lineal Feet of Soffit needed to meet required 151 Lineal S F. provided by plain i 219 44" VR RUNE VENT 11 LEFT ELEVATION "CR" SCALE'3/16" -1'-9" REVIEWED FOR CODE COMPLIANCIE1131 ST. LUCIE COUNTY BOCC ERG 0 ENTRY .�., .. u iD — FIN FLR 3068 DOOR WITH (2} 72" HIGH COL DBL 25 SH 4'10" COL ON 12" SIDELITES & ON 28" HIGH 28"HIGH BASE 16"TRANSOM BASE (2) FIXED GLASS ABV FRONT ELEVATION TR'f SCALE: 1/4" =1'-O" %,kill Ito 5A' ''A '� .• v 9 O CV :UJ: cm 'Ailr �S i cc " 2 111.� y Egg 0grew It M a: es 'y� Os�wZ `d g Qgg ni =RfLL= W r6 m 42 Oa m 2 a ,S g'�3Ea IL " 2 5 o. gg�a m � Ww MSSNG.CoM 000 z z v M z0 J � o_ — s z o. i vas w E ! Q — i I w � C m i V, � n r— L — YJ ap y N o ® DAMS HOMES �� FLORIDA CONTRACTORS LICENSE N0.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE jV I Job Information: 0 'I 0 H Z :u to W 0) N �v o ® _r LID M N O EO U) (n CO Model Name / Number: 2508 VI Plan Issue Date: Thursday, April 23, 2020 VI KA PROJECT NUMBER: 20-3002 i Sheet: Of: I h ELEVATION - CR SEE DE G.C. TO PM BLOCKING' W/ APA RE FOR SPAN F 7/16" OSB SEE"HIP/R BLOCKING" Q ILL! a__ ** 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 20'-0" MAX 20'-0" MAX TB03 Q EQ. a - Q CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL T804- - - "X" BRACE SEE 4 )VIDE DETAIL TB01 y 0 COMPLY - - - - :OMENDATIONS - o ATING OF OGE - - - - v - - - DETAIL - - TT 4 O c 6 DID O - - - _ o a O Q O � � Q � w - - - - EQ. TOP & BOTTOM CHORD GABLE END BRACING Cm � 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT MEETS 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 4 Fi. 2 ; L--------------------------- 0------------ -----------------• I I 4 FT. 1 , I � 2 ,' I , I' O♦ x I L_-____ ___-I ___________________ ^__.-_.____-_-- 5 FII 4 Ff. O 0 '® 5 Fib. 4 Fi. O2 \ 1 11OQ 1 O`\ O �\ I q \ f--------------------- I. 4 FT.. O , 0 O ROOF NAILING ZONE DIAGRAM O NPJLATBASE 2ROWS @4-O.C-W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS@ 4" O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE). NAIL OPENING PERIMETER @ 3" O.C. W/6d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND Be O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O_C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER • NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END CDX PLYWOOD IL (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN 131 X 2 1/2 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERSbHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8'. STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8' SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4' STAPLES & 2" O.C. ON EDGE & 4" O.C, IN REID, FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSURE! EXPOSURE! BEYOND SHEATHING SHEATHING - •-G - - Ir - lI II II I u u u n PROVIDE I It BLOCKING AS II II _ REQUIRED PER - II SECTION X-X IF NOT FULL II II HEIGHT SHEET C 11 It II II II II 11 II ® LOOR SYSTE W LL SHEATHING 2x.RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 1/2' II I 11 II II II I II II II I SOLIDZx BLOCKING @ ALL w III III If 11 II 1 SHEATHING rn Ill III III - 11 11 If III II II EDGES (SEE N SECTION X-X) N = 111 I11 III OPENING III II I I - - - - I II If 11 III IIII - III II II III II II 11 I 11 It If 2x STUDS w w BEYOND. I I II 1111 7 111 III I I I 11 I II II IIII 11 11 11 11 I II II I I.? SEE PLAN o y III I. I I II IIII 'I" II II II I HORIZONTAL WALL ELEVATION DIAGRAM 'IS" = NAIL SPACING W Z W LL = ao�o. s N o�mg� �w2p~ N W K LL N LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE. TO WI (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS ALTERNATING STAGGERED 3- O.C. BLOCKING SECTION x-x 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTORSCHEDULE FOR: ADAMS HOMES -Mode125082CF CH MUSS ACTUAL CON NECTOR UPLIFT DESIGN TRUSS ID BEARING POINT UPLIFT CONNERORID RATING FASTENERS NOTES C1 C5,EI,CEV-E7VC,H7 L/R -Z98Nor less HETAl6/PER TRUSS MILE 1810tl (9)10S 1-1/2". Ell, B13A L/R -603 Nor less HETAl6/HETAl6 1810p/1810Y 9)lOd Il/2 (9110tln11/2. AllA16 L/P -S68Nor less HETAl6/HIRA 1810N/10a0p .(9)Iddxl '0, - OR)1ad x 11/2 FOl L/R -418NOrless H10A/H10A 1040C/LORCA (18)SOtlNl l/2 /18) lOd x 11/2 A17 L/R -1896 por less DHETA36/(2)MS2O 2365#/2620# 120)10d x 11/Z RI (aM I0d x1-1/2 a0)Sd. DOI .2 L/M/P -354por less H25A/H10A/H10A 565p/3040p/3040p 38)lDo xll/z (18)I0dx 11/2 ..IS L/R. -354Bor less H25A/HSOA 5650/1040. (10)ed (1M 10d x 11/2 T (911oa x 1 1/z A02A05 L/R. -]30Nor less HETA16/HIOA/110A 1B10p/1040N/1040N (18)10d x11/2 18) lOd x 11/2" (9) LOU! x 1112 AOSA ADIS, A01 L/M/R -1169 por less HETAl6/FORA /HELAl6 18300/3040N/SB10p 18)SOd xl 1/2 (911odx1 L/2" (9)10d x l 1/2" AO6 A08 L/M/R -905korless HETAl6/H10A/HETAl6. 18108/ lN0k/ 1810# (18)10d x 1-112" (9)10d f 11/2 B13B L/R -505 Nor less HETA16/MT512 1.10p/990. (6)lOtlx 11/2 1a Sod x 11 z (2)HETA16/QIHIS20/ (20)10d x11/Z A09 L/M/R 2424 Nor less (Z)ryETAl6 2365N/262"N/ 2365N (7 x11/2 (z0) 10d xa1/2 BOS COM. -.4PLFOrless TOENAIL 330PIE (1)16a Q@40.C. ))".`•� `PEN an04 PHI FEE, V2-V4 COM -224N or less PER TRUSS MFR. (14)1/4' 2 1/2 ADS W5 & A09 SUPPORT COLUMN CR 101 NTN16 -2424 korloss HDVS SOS25. 5695N 5/8"Poor,Ar,drar or ATR ♦tt Groat Al] SUPPORTCOWMNC2 IOINi.1 -18S6 Nor less DTT, 2145N (1).1/2"W.g ArdAr&18).. 1/4'X11/2 SDS54oPn TRUSS MANUFACTURER: PRORIIILD DATE OF LAYOUT'. DATE O F MUSS CUT 5HEE6 f L=tfn, R= RIGHT& M =MIDDLE BEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER R MUSS TRAVELNGA / O MARK TYPE OPRIME MABONI © FMW OR TRUSS BRACIN FFAMI AND ADDITIONAL © FRAME FPAMI ROOF INFORMATION FFRAMI SEE SHEET S-4 E FRAME OFRAME F n=l ©FFVMETO MASONRY OFRAME M MASONRY 0 FRAMEM MASONRY ©. FRAMETO MASONRY) FRAME ©8 FRAMETO MA30NRY1 VH U � 1 m U U r` o cH Ln c I rH m c I c� c I o o ¢ T-+ 0 e-1 0 ri rl 0 0 ci O c-I 0 tV 0 m O O In O o r- 0 Do O 0 U 1 ¢ ¢ ¢ ¢ ¢ a a ¢ ¢ o ¢ Q¢ ¢¢ a ¢ a ¢ ¢ ¢ ¢ ¢ C3 TS- ¢ 5 C3 J� CS 64 Ob C5 O N O oo U CJ E7 E7 00 E7 o E7 ado c-1 E7 0 © _J E7 q E7 E7 4" C S 2 C S o CIN 7 E7 E7 E7 7 7-0-0 7-0-0 E7 E7 E7 E7 wl E7 E7 E7 E7 U U E7 o N rl rl rl N m Q E7 E7 00 m m a a a co a o E7 E7 E7 E7 7 DO C E7 c� F 2) 0 E7V E7 00 G E7 C o 0 3/12 VLT E7V •E7V E7E7 2) 8'-0" CLG NLG 1C., ; � E7VA B01B If 11 fill 11 it 11 1-0-0 N 601A D01S m E7VB B01A B01 C L D01S $ D01S Bell E C O E7 UT � UQ1 BRG. 8'-0" AFF DOI W/ KNEEWALL B01 © TO 10'-0" AFF B01 Q v r B01 O F01 GE15 B01 (N GE15 S3 S B01 B01 CANTILEVER B01 TRUSS PLAN HCR11 CONNECTOR a FASTENERS 8PF arP IETAI6 W (6)I BOX I W OR HETA20W(9)I0dx1 VT 1810 waA W (IONM NAILS Sol Ml H10AwlRa)1Oda112 Iola 1040 N(I8)10dx 11/TAT 2PLYTRUSSES am logo 18 W(U)10d. 110(AT EXTERIOR 8a3 PoO Arn DONINCLUOER112d i0ENAIL3 LON ARM NAILS AND WB' A TA. 11117 am 3985 MUG WENT. SINPSCN "8ET'EPO%Y ITE Ow/R4)10dx11W(ATEXTEPoOR Err 1TION NCLUOE (9)t2d TOENALg 12A6 ldi0 L( 20 W(4B)I ON x 1162s(AT EXFFRK)R 2480 1820 R)H ANION NCLUDE(MINI TOBIll LOD w/(161104NAILBAtO(2)W A.T.R. HW " EMBEWENTWMMPSON"8ET' 10880 . EPD%V (MiT3 WR 3PLYJ .11 B)1/4'x3"SDS WOOD SCREWS 3400 4725 RE 1llExa• TEEN HD ANCHOR BOLTS 1T60 2p9.3 ENCRIEN BEL W) ET2Rg(a) LOW .rs2WP1ITEN(2PLYT 35 I"x21N'TITM4 /F SS)G RIERAM89)11 �18tl VNIERS FOq FRAME (EA) q 3t3.R4)flEN(2SLYTRLJ W3 47 Or lod.NTxFRAFDR dread, e. ailagry USP-CONNECTOF CONFECTORBFABTENERB MAIB W RpltOdx t t?OR NrnzO W npnadx 11rr RTIA W ROOM NAILS loss t870 sla See am o20 05 l6alo lips lips 0330 4485 12a5 1830 2WO 3080 W20 $no 1A0 %r(2PLYTRU33) 3100Id ISFORFRAME(FA) Sal W 212 WB2s & 5•WB RAM TRII88) SISSM L2 BEAMTO MASONRY/ xW60PTHLC R6 W 6 10d NAILS 8 (1 M.) OM840 L�Ba80 (M900D H)114sx'XW6W(6)tOtl NVL9A (OR(12)IM M'TAPCON6Iro MA6J Ob1C26 UBIB'M WIYd01 FRAME OR (12)16tld(8)100 (FOR FRAME) E(12))Md&(8)MdlFORFR 6YP.F SWAT 6YP4x ON (12)18dd(8J 100 (FOR FRAME! 3YI'xF SWA SYP-N FRAMEro (2) EETA160PTR) HETA20 1920 Iwo (2) HTAISOPi(2) HTA20 1r) 0 MASONRY 1-0LY W (10)10dx 11R" CA 2385 23a5 1RY W (10) I0d x 112OR 2430 2KY.(12)Md &PLY.(12)Md HTEM1Sw/(apOd WVLSAND(4)1l4"#il4' gas TIW HTWMi6W18110tl NALSANO (Q 1IPx13/4" 49 1H0 FRAME TO TAPOR wEDOEBOLT O MAEWW HTI IN(1O)tod MILSAND(4) 1Z4'# IRAs 953 1110 OR TWM20wl R IIII N NALS AND (4) 1M"x13H' TAPCONS WEDDE-BOLT 1140 122s ©. FRAME TO HIM W(0) W x11R' NAILS AND (2) wells T80 8/0 MA w TEAN M DTT22W(2) DR. I/T aos WOOD OI& W(ml/4•xi IoF Waia WC](1) OMail MASWgI' 9CAEW9ANU EPDXIED. 1935 2145 SCREWSANOR)12'BA.T.R EPOC1510 105 VMPSgJ'SET'SEE NOTE N4 SIMPSON°SET° ENOTEA FO HTTS W R9) MdW IYl NM1S AND III Ma' 0 HTT46W as) Md#12'NALSMF OFRAME R MAagJm AT.R EPOMEDwI BINPBW "3EP 4325 SOBO 52'a ATA. EPDXED W SPPSON - 5005 ENDIEN4MLOW Y4 GELDFRAME TO RET4 W(18) lad w I? NMB AND(1) was 0 HTT4a W JIB) IMd# 12' NALSAN® MAagJRY ATA EPOlOEDwI BIhPBWSET 3040 4205 :Vales ATR EMIGED W SIMPSON - 4160 SEE NDTEN. aFLO NOTEMML0OFRAIE TO FRAME H10Seff( lOdx112NMLS MIS 910 LUOTI.(23)8dx112NAIL9US 1045 fRAMETO FBI9KTW(4)1H'k112'SD8 Wb00 780 I"Llwe"Mi xl MENMLS MASONRY SCREWS&(5) 1M#il4• TAPCWS no (4) IRA° x 13M' TAPCONS 1395 1395 TO W3TW(ta 1/44T 6DB WOOD BCNEW68 VOFRAME MASM,l, (1) Wass A.T.R. EPDXIED W SMP30N"BET' 8666 4W W 12=MIN EMBEDMENT (2)WTW(32) iH"#' SDSWOOD SCREWS OPRIME MASONRY a R)aIWM A.T.P. EPOMEOWSIMPSON Sin 71M 'BET• W 1T MIN. EMBEDAENT FRAMETO VGT. (IRA) I/4'xV SD3 WOODSCREwsa HDULBD825w1(10)1H"#12'3U3w000 3286 MU0T15WR2) 10d NML68 HTT45 WRS) FRAME SCREWSa(q 52's A.T.R gpea idd NV LS a, II) Wa"HAT.R, 410 OFRAMETO Y (2)HiTB W@2118tlhQ 12'NAIL9& R)NTT4BW162118d# 1R'NAILS FRAME (f) 5®•B AT.R.(9EE NDIE A) 4VS SWO d(1)SB'BAT.R (BEE NOTEEI) - SOOS Acucvu Cnuxce°rnvumeR. i. CONNE EPoMMIMOSYT SN UFFAMRM,U1.00NPA . 2. STOFLOORTRU66ETnNS PROVIOEDBYTFUMMIMFAMMRUA.O ON PLAN. G.LMLYUWERUSSOWNECTNR"C 3. D.C. MAYUSEEFI'f1EHSES.S JFFRCONEDW(R 4. F2-MIN.OR RUSaE ONFUL HEIGHTNINS,SE£RUMTRUSIS ROWSOT. VERTICAL WE6W(q flOW60F i0d NVL6@3'O.C.3T/GC YiED. T.R.E T@CA CAME! EAMULSYPJ/12'x1'TOTRU63 S. l2"MIN. AT.R.EMBEDMENT@WUSONG BEAMLLN.O. 8. 32F)NI (2)ROWa 100@PFRW ENOSPO.C. CNgm W4•-0"2x SYTORL $1A EU39 CATICHp�LWBF.R AT CONNECTORIACATIW A4 MACH A6 POSSIBLE. MUCHAREOSIBRE �O TqJ MIMMAL CONNECTOt UNOON FRAMING PLAN 1. CONNECTIWFg1 ALL ROOF IFLOORTRUISESTO MAB WWALLWUNTELV ICE WM.L9 UNO ON PLAN 2. CONNECTIMAT24.OR 3P'o.C. PENDING VERTICALSPOR ALL FLOORTRUSSES PARALLEL TO MASONRY. WALLS SEE DETAIL F61293.1 FOR MORE INFCAMATM 3. CONMOTIONFOR ALL HIP JACK(CORNER JACK)TO MA80NRYWALLSBCFWALL84.INTELS 4, CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT ST O, MAR,. 12)AT EACH CORNBi.QC.TO VERIFYLOCATpND Np CONFL=R JIOFAP CA& )LAYOUT S CONNECTOL FLOOq TRU56E3 TD INTEPoIXi BEAPoNG WOOD WALUBE,lMBw/R)12dTWAILS 08 MIMMAL CONHECTOR UNOON FRAMING PLAN 1.CONNECTIONFgA JAq( TOWOW WAILOR SEAM © MIMMAL CONNECTOR UNOON FRAMIPx4 PLAN ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16' OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN Be ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - NOTE TO FRAMER --- IF ROOFTRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BYTHE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT. PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONALFEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS. LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 0R','''� RCI S' �soi Jay N Tg64 N a 7; 0 a ' r N Ee 7. F_ cq F OD g ry ei # J� ik D��mm lJL LL LJL. OF W a Q 3d� M7 �E dWw Z9€a� It 2F x mN4`o EC m m 2 Fi ¢0a B o yq� a Lo I" V P 3 m y. l 5$, - WWW.FDSENG.COM log W z t+7 N ZW c Q g a � ���I� 0_ U N3! N 4-J N o E w � n >p Ev � o N = I p ro E- c NE m w Oo 0 Ro U o 00 Q m o m II(=m ® DAM. OMICS c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IE PORT ST. LUCIE It u V Jab Information: m REVIEWED FO m >_ CODE COMPLIAN ST. LUCIE COUN o 0 BOCC �- 1'-0' ROOF O.H, TYP. 6 1 E 1 ; LO V M E DRIP EDGE + M N N HeA� V m Go (0 m •CL o-METAL C.M.U. !ALLCIF SEE TYP. WALL 2 x SUB -FASCIA `toy IF m �� ■ J. Uj IV � o . SECTION ALUM FASCIA o '^ J CO' V) `^ ( J 2x4 P.T. FASTEN TO Di Vj Model Name / Number: 2508 C.M.U. W/ 11/2"LONG T-NAILS 0 2'-0" O.C. SECURE!-0HANNEL 12" O.C•Y Plan Issue Date: CONTINUOUS VINYL Thursday, .April23, 2020 KA PROJECT NUMBER: w ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES 20-3002 SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE Z, � Sheet: Of, TYPICAL SOFFIT SUPPORT DETAIL 3/4'=1•-0" R tee ROOF PLAN CR U LINTEL BEAM: + 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 30DO PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK, CELLS WITH 3000 P.SI. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB 4- MS021 TYPICAL SHEAR WALL SECTION K(e SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL • SEE LINTEL SHEET FOR SIZE OF LINTEL) - r PRECAST LINTEL • REG, OR RECESS perk ' 141�L44" i r TRANSOM OPENING' r "FRAME INFILL " f AROUND WINDOW BY BUILDER SEE j• WFO1 FOR MORE INFO (2) 2XB WOOD HEADER i TURNED SIDE WAY ' " ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. USING (e) 3/16" CIA. X 13/4" TAPCONS INTO MASONRY & (4) IOU X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLYTO THE IST PLY W/lOd STAGGERED @ 6O.G. SIMPSON SP2'S TOP AND . GOT'. W/ 12 IOU NAILS ' 2-2X4 SPF @ EACHSTUD TOP PLATE SIMPSON LSTA30 2 x45PF AT i W/11.10d TO PLATE 16° O.C. & 11-106 TO COLUMN TYP. TIE BEAM W/3000 P.S.I. OONC. W/1 #5 REBAR CONT. SIMPEON SP4 W/(8) - IOU X 11/2 SP6 OR SP8 FOR 2X6 AND 2X8 WALLS LISP LSTA30 SIMPSON A34 W/ (B}Bd X 1 1/2 W/ 27,/lDd NAGS :: NABS @ TOP & BOTTOM OF HEADER DOUBLE 2z TOP PLATE SEE PLAN FOR HEADER 4x4 MIN, OR I14 LT -UP COLUMN NAILED TRANSOM i REFERENCE DETAIL I I O.C. W/i0d ®8S"" O.C. STANDARD HOOKS SEE / WFU2IF RADIUS I I t MS05 FOR MORE INFO / OPENING REQUIRED 1 I I SIMPSON MSTAM36 I MAY BE USED W1 TYR. FILLED CELL W/3000 III (8)1/4°X21/4" T1TBV5 F.S.I. CONC. TRANSOM OPENING I I 1 & 10-10d NAILS. W/1#5 REBAR VERT. ARCHEDORFLAT III .r INTERIOR BEARING WALL INTERIOR SHEARWALL 2x 4SPF AT I 2.2x4 SPF III i6" `SIL PLATE I I 132"EXTERIOR / LA7E W/ YiP.T.SILLANCHOR BOLT @ @EASE PLATE FRAME WALL I _ _ - DOUBLE 7X4 W/ LISP E 2 DOUBLE MP340 TOP B BOTTOM, 8" C.M.U. 2X8 P.T. W/'A"X3" I SIMPSON A34 W/ (8) TAPOON9 @ 6" O.0 T., 1 I I I lid X 11/2 NAILS 2"x #2 SYP/SPF P.T. W/ IN MASONRY OR 10d ' (3) 1/2" X S" "J" BOLTS OR NAILS @ 6" O.C. IN (3)1/2' X 6- EXPANSION WOOD. PRECAST RECESS ANCHORS OR (6) 3" X 1/4' OPTIONAL FRAMING TAPGONS OR I TO BE 2X4 SPF (8) 2 7/8" HILTI TIX-DNI UNLESS OTHERWISE NAILS IMPSON SPI W/ NOTED. *10d NAILS @ DOT I 2x BASE PLATE SEE AND LISP SP 24 W/ ... PLAN FOR MORE INFO 12-10d NAILS O SILL DOOR OPENING MS03FRAME (EXT/BRG/SHEAR) WALL TO M,T-S- RAAonniDv rnni ni�nrrnnl nETAII WFOS LINTELS AT ENTRY DOOR w/TRANSOM N.T.S. 2W MIN. LAP #5 REINS 'SAR �P 43 OR *4 REINFORCING ���8• BAR #3 & #4 1 AP fiPI xx 25" MIN, TAP 0 #5 STD. 90 HOOK #m 5G BAR #n LAP CPI ICF SCALE:1"-i'O' 36 MIN. LAP r OFF `--0 REINFORCING BAR MSO5I REBAR SPLICE DETAIL - GRADE 40 I N.TS. ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2114- 12' O.C. 1 2 x 6 1./4" X 241" 12' O.C. 2 2 x 8 1/4• X 2%- 12- O,C• 2 NOTE! TAPCONS TU BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAS� LINTEL a (2) 2X P.T. i BUCKS W/ 1/2" O.S.B. BETWEEN ; i FASTEN P NA LER TO i MASONRY IF DOUBLE 2X NAILER IS USED, USE 114-X 4 1/2' TAPCONS- SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: Ee O Ho 0 B r AT TC MIN, 0 RE41-C wvY CC:EEAR am. g r 7. a • • t�ouT a •6 A R®AR AT 0070M Q OF LRria CAY e 41`1 N9NFoa m ibis"ACn4fL MR lver` N LINT, ("WReu a- NayNA1 WD74 TYPE DESIGNATION ! . XLL� whN AMWi r a • ctaxLLFD OJANTITT' OF A 1 AT IF aOTTOM OF L141EL CAYItt 8F16-1B/17 IO NOMNIL WTR J j Ir L�. mIANfITY d •b 14cm r Vgesa RWT AT TOP MATERIALS 1. fo Precast Ilrttels = 3500 psi. 2. fc prestressed lintem - 6000 PSI. 3. fc gout = 3000 psi W/ maximum 3/8" Aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi, 5. Reba Provided in precast lintel per ASTM A615 GR80. 6. Field rebar per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relexatIon. 7. 7/32 will per ASTM AS30. S. Mortar per ASTM C270 type M or S. GENERAL NOTES I. Provide full mortar head and bad jointa. 2 Shore flli@O lintel, as mWiltl S. Installation of lintel must Comply With the architectural and/or structural drawings, 4. Lintels an? manufactured vertical tica S1/2'nfor notches and at the ends to aecommodate vortical call reinforcing end grouting. 5. All lintels Meet or exceed L/360 vertical deflection, except lintels 17 4 and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added racer to be located at the bottom of the lintel cavity. 7. 7/32" diameter Wire stlmps are welded to the bottom steel for mechanlaN anchorage. 8. Cast4n,place concrete may be pmvitled In composite lintel In Ileu of concrete masons units. 9. Safe load ratings based on national design analysts per ACI 318 and ACI 530 LoUntel min. depths are celled out on [Intel plan. If contractor Installs a deeper lintel than Indicated on the plan" doing Oils Increases the strength of the lintel arid Is approved without engineering letter. If a smaller lintel Is Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" beanng. Exceptiom Safe Wads for unfilled lintels must be reduced by 20% N bearing length Is less than (1-1/2"- Safe loads for all recessed Ilmeis based ran 8' nominal bearing. 2, N.R. = Not Rated. 3, Safe IMdB are total Superimposed a110Wab4e load on the sectlan apecmed. 4. Safe loads based on grade 40 a grade 60 field rebar. 5. Additional lateral bad capacity can be obtalned by the designer by providing addbnal reinforced masonry above the precast lintel. 6, One #7 mtmr may be substituted for two #5 rebars In 8" lintels only. 7. The dN100t may evaluate concentrated loads from the safe bed tables by calculating the maximum resisting moment and shear at dawey from the face of Support O 8 Pon Composite lintel heights not shown. use Safe bed tmm next lower height. 5 9. All safe loads In units of pounds per linear foot. O 1 5 i 1 i REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ; PRECAST'U" LINTEL W/ 300CPSI CONC GROUT SHALL BE FLUSH i AT OPENINGS SEE GENERAL CONCRETE WfTH TOP OF WALL I LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT r HURRICAlgp B R ANCHOR$ I I� I� STD. 90 HOOK ° ' OyP )— HOOK < n d 0 �F n W B 0 REBAR ON BOTH SLOES STD. 90 DEGREE m e OF OPENING U.N.O. ANGLE 3000 P.S.I. CONC. W/1 #5 D t TYP. D BEAM •, REBAR 8"xeB'OxNI6'K.O. I PROVIDE KNOCK -OUT LINTEL BLOCK . - BLOCK FOR FlIa3T FILL W/3000 P.S.I. ' - COMPLETE CMU COURSE CONIC. W/1 #5 DIA. f BELOW SILL &FILL SOLID REBAR I W/ (1) #S BAR FOR ALL ' r WINDOW OPENINGS 6'-G" AND LAIl INDICATES FILLED ' B S. x e- x 16" CELL FROM FT6. ID , CMU U.N.O. BEAM WITH 1 #5 T BAR MIN. i 0 _ u SEE FOUNDATION PLAN ' L SEE FOUNDATION FOR LOCATIONS PLAN ELEVATIONS "CR" 1 MSO1 1 BLOCK WALL REINFORCEMENT N.T.S. c TYP. DOWEL 25" I7 MIN.LAP(AC1 530) ) 1 1 T TORS veJ��PgL ®J B64 i s 01 N 0', ? 06 LU OF IJr- CQ I s r;:�r C r ee 1 ` "ti jxn^. I �#ts 2E:5 i18i orals � i H i $g a g 8c g Do Hill 5 O �g�sg o I- ILI 9' ra row ¢m3 15a3 m L I �0 L XRZ9 Z O O Bo IE L �g YrvAv.RrsLNc.bn ❑ ❑ ❑ V 0 Z M Z W - Q e � J a — C n N W 1 o E \V O I�,1�► c m Ln sTr.ru U 2 CA E W OC2 0 ~ OOP aI vY �d c Q 0 Otl0 1 a D�ILMB HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: Z C Un O y 0) LIJ U 0 m n7 N N N E 2 ' ID ® —ry3� �W/'j ZD W Lei co VJ ( / Model Name / Number: 2508 Plan ISSUE Date: Thursday, April 23, 2020 VI KA PROJECT NUMBER: 20-3002 Sheet: sol Of: I LINTEL PLAN 17 2x6 #2 SYP P.T. O SIMPSON HETA 16 W/ (2) Y2'-xS' EACH END SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT �`'•'. 8 W/ WASHER. MIN. 6 PER 01 TRACK TO JAMB. 0 o (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W2" o a n n o "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL E VERTICAL MIN. 5 PER JAMB. o I, E 0 SECTIONAL ® OVERHEAD a DOOR a P.T. #2 x v WOOD d SYP 2" X 6" N �. a TRIM o S J r 2"x6" P.T. WOOD JAMB TORS r✓r i •� F '••' ru ;; c m ` J~� o0 e g785A N DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB 2 :r -N TYP. GARAGE DOOR TRACK MOUNTING DETAIL o . � •. T E OF Lw'.; = S,� P• o ro $ �✓p'�t` LJ ��� ^ia�'i�� •gyp NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS ' °r rY.S' ; °-' i'.,i \,;°`° :3 r1°=+ DETAIL -UNLESS NOTED OTHERWISE v mimlm;1 a v o MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. a v CD21 ENTRY CMU COLUMN/BEAM N.rs. v a c m E vmmLP � a N ro N ec_W6 V :O'"' Nei QI Y �- �' � f• N Ol LL. lL LL Q pp F p s4m�1 m 4omn a " W w BLOWN -IN R-30 INSULATION PER FBC '" � E o- a `a°' P OLL AND ENERGY FORM SUBMITTED WITH m s 2 a' BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED ' PERMIT APPLICATION PROVIDE BAFFLES 12 AT FAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR Y e w IU b 0. m5 a o � m m � F � a-' 12 o a E ? a m d g ¢ PROVIDE BAFFLES AT EAVES 5� PLAN TIE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT �' s 8 o $ , 0 o o N SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING d t°- YM1YW.FDSEN6.COM ❑ ❑ ❑ TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24" 0 C. SEE STRUCTURAL NOTES '. ( ' FASTENED TO TRUSSES PER ROOF L' ro PER FBCR 905.1.1 OVER APA r 1 NAILING SCHEDULE) Z N m RATED STRUCTURAL SHEATHING TRUSS ANCHOR (SEE PLAN) Z m PRE-ENG. WOOD w (SEE STRUCTURAL NOTES TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF _ _ _ _ SEE PLAN FOR � BRG. HT. S ` nn � Z ¢N Q `o ¢ ' NAILING SCHEDULE) 1/2" DRYWALL ' '' • 6. W a I TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FELT PAPER OR ETAL DRIP EDGE TRUSS PLATE @ Z o. FACE 2X SUBFaSUA (TYP.) FRAME FOR BUILT-UP U „ — — — 1 3/4^ P.T. NAILER ;'Rr CORNERS min (3) 2x4 OR 8 U 1R" DRYWALL PLANS ' SEE ARCH' 4x4 w/ 2x4 POST UNDER EA o • (--METAL DRIP EDGE 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. «� n,U 1/2" DRYWALL CONNECT ALL 2x SPUD 2XSUBFASCIA CURTAIN NAILER rl, 8x Sx 16 K.O. 1 x 4 P.T. @ WINDOWS LINTEL BLOCK 1 x 8 P.T. @ S.G.D. „ W/ #5 DIA. REBAR & KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 AND LATH WITH FINISH O.C. E W 0 c m to TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. O_H, (1) H 3000 PSI CONCRETE u SEE ELEV. "U" TYP.) ALL SIDES / / ( op, \ \ (TYP.) FRAME FOR COR- / OO a c m ifO V m PLANS PRECAST LINTEL u oQ /J \ p A NERS FOR NON LOAD \ 1/2" DRYWALL SEE PLAN FOR HEADER SIZE $EE SCHEDULE u " p c ° ti BEARING SIDES NAILED / f V. p• p; \ '® ~ 5 °� - u P v v < w/ 16d NAILS @ 8" O.C. = o ^ m vp 0 to / too $ m OPTION 15/32" OSB EXPOSURE 1 ON<5 X J-BOLTS \ \ fu / ui m MAXIMUM OF (3) - 2X PLATES MAY BE O'H' EXT WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. ` / / (TYP.k{ COURSE HIGH A.F.F. (1) C T A RAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TBI3 FOR NAIL ATTACHMENT. (I SIDE w/2" WASHERS \ / CMU BASE FILLED w/ CONC 9 .., ° • ^. PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" W/ (4) VERTICAL RENF W/ STAPLE) 2" O.0 EDGES AND FIELD.ell(TYP.) NAM AT 6" O.C. NOTE: 44" MAX. SILL HGT. ON FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS. „ HOOKS INTO FTG & AT TOP o FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REBAR W/ 3000 PSI CONC. ALL LOCATIONS OF COLUMN PLAN AI -Al v 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN u SHOWN ON FOUNDATION v GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN & FLOOR PLANS a DIVISION LOCATION: LOCATION OF OPENINGS IN u m EXTERIOR WOOD WALLS. IF NO k SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E OPENINGS ARE INDICATED, FULL r w/11-10d TO BEAM FOR BEAM SPEC. z ♦ 1ob Information: STUDS ARE REQUIRED). P q & TO FRAME BELOW v ; NOTE; 44" MAX. SILL HGT. ON Y ,� ALL BEDROOM WINDOWS. r m VINYL FRAMED WINDOW - WINDOW STOOL W/SCREEN A CEMENTITIOUS DECORATIVE PER SPECS A H PRECAST CONC SILL ' FINISH 7/8" THICK PER ASTM LL C-926-9aA i M PAPER BACKED FOIL R-4.1 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL 1/2" DRYWALL MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM P EXTERIOR FINISH - SUBMITTED WITH PERMIT 7 m y ON FOR NAILING INFORMATION FOR APPLICATION r (SEE ELEVATIONS) i 7 R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE " 1 x 2 P.T FURRING FIG. DOWEL #5 DIA. REBAR 1 z 4 P.T. ^ - 17" IN CONCRETE - 25" REVIEWED IFU H < ,` L O �_ LO AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 ' BUILT-UP CORNER MIN 2x4 CODE COMPLIANC E - HD) w/2" WASHER AT 32"O.C. WOOD BASE Al Al (3) w/10-10d TO COLUMN / N N WOOD BASE MIN. 6" FROM END -SEE W507 ON FOUNDATION PLAN , , OR 4X4 POST W 2x4 UNDER POST ' ST. LUC�i`E i3 SEE FOUNDATION PLAN FOR TERMITE SHIELD ' SEE FOUNDATION PLAN FOR ' EACH END OF BEAM ' COUNTY U m FOR SLAB INFORMATION — TOP OF SLAB _ _ — SLAB INFORMATION TOP OF SLAB --- NOTE: 2 X 4 P.T. PLATE LiJ CN o a0 O� m BOTTOM STRAPS MUST BE CJ) UJ 00 INSTALLED ON INSIDE OF v 1 • a ° ♦ Model Name / Number: GRADE GRADe COLUMN. DO NOT BEND' v Q."c v • • v ( e STRAPS UNDER PLATE. v c 2508 PLACE STRAPS IN FILL mCOMPACTED o !SEE PLAN FOR ry RE -BAR QUANTIrIEs CELLS w/#5 REBAR (TYPr)4 COURSE HIGH CMU BASE ♦ Plan Issue Date: FILL T . FILLED w/ CONC - SEE PLAN FOR Thursday, April 23, 2020 SIZE. TOP OF COLUMN BASE - SEE FOUNDATION PLAN I_ SEE PLAN 2'-0" AFF ♦ KA PROJECT NUMBER: _I 16" FOR FTG REQUIREMENTS I� SEE FOUNDATION PLAN Y 20-3002 NOTE DETAIL CD= / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T o Sheet: �_� Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" W$01 TYPICAL WALL SECTION - 8aa CMU 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T7. I a 0 TYPICAL FRAMING DETAILS - _____ WHEN REQ'D RECESSED PRE -CAST LINTEL SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. W/(1) #5 REPAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3)16d COMMON ' STRUCTURAL TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) SHEATHING AROUND CURVE. MIN. 2 TITEN CUP EACH TRUSS ANCHORS TO 2x8 r, r, (SEE ROOF PLAN FOR TYPE) i FRAME OUT TO BLOCK EDGE LINTEL r (SEE PLAN) HEADER PER/ EXTERIOR SHEATHING ' 7/16" O.S.B. %<"' 2x8 W/ (3)12d % LOCATION ATTACHED PER NAILING EA. SIDE %�'i TOENAILS EACH END SCHEDULE TB13 ON , SHEET 6 STUD ANCHORING: '. .� 7/16" OISE W/ 6d , STUD TO TOP PLATE: 2X BlK'G. /16" OSB W/ 6d NAILS @ 16" O.C. R-19 INSULATION AT EXTERIOR ' SIMPSON SP4 TO O.S.B. NAILS @ 16" O.C. HEADER PLAN) ® TO SIDE &TOP IN WOOD FRAME WALL PER FBC yy/ 2 _ gd TO SIDE &TOP NAILER (SEE AND ENERGY FORM SUBMITTED EA. END 2x W/ (3) 12d TOENAILS EACH WITH PERMIT APPLICATION 2 X 4 SPF EDGE VIEW 2x4SPF CONTINUOUS 7/16" O.S.B. END TYP. (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) ; AT 16" O.C. BLOCKING ATTACHED EA. SIDE 2 X 4 P.T. TO 7/16" OSB W/ (2) 8d 2x4 SPF CONTINUOUS ; STUD TO BOT PLATE: NAILS. SEE DETAIL ABOVE 2X BLK'G. TO O.S.B. BLOCKING ATTACHED SIMPSON SP4 W/ 2.8d EA. END Ll TO 7/16" OSB W/ (2) 8d ' NAILS. SEE DETAIL ABOVE LINTEL '� • .� 2x BUCKS SEE MS11 1/2" X 8" FOR MORE INFO EDGE VIEW 01 7'-O" MAX NOTE: HOLD FRAMING 1/2" ANCHOR BOLT 10 WINDOW OR DOOR OPN'G BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WINDOW OR DOOR OPN'G WITH BLOCK FACE 8" CMU WALL VF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. IVF02 I DETAIL @ ARCH WINDOW FRAMING N.T.S. NF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1' PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2)12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 4g"M7N. 7/16" MIN. NAILED W/ 8d ` COMMONS @ 3" O.C. @ 2x4 STUD 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 SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING T� I�` TOP PLAT_ ___._.-..8d 2 /2" x 0.131 NAILS (SIM. w/ 2x6 *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF STRUCTURAL SHEATHING I I `� �� TOP PLATE TRANSITION 12d NAILS @ 3" O.C. WOOD BEAM SEE SIMPSON HUC410 OR (2) PLAN FOR SIZE HUC210 PIPE OR DUCT w/ OUBLE 12d ; , TO BUILT-UP COLUMN + +I PENETRATION THRU TOP SPLICE a ' MIN, VARIES W 4 +I N TOP PLATE w/ MORE ��� w Px4sT OR 4x4 W/�(2) 10dOIL ROOF SLOPE 14 o THAN 50% OF TOP ROWS 12d NAILS @ 8" O.C. EACH PLY 2X TOP PLATE TO 1GABLE o 3 PLATE WIDTH INSTALL @ 3" O.C. ' i (SHOWN AS 4 x 4) END W/ 16d I SIMPSON PSPN516Z (2) SIMPSON HETA20's WALL ORUSS. 2X4 CONT. 12d NAILS @ 6" O.C. I J w/ (12) 16d NAILS TYP. 98.M7N �, a. W/(12)-16d EA TO COL. TROOD SEE PLAN w/ (3) I J TOP & BOTT. +'� `' *� ALT:(2) MSTAM36 STRAPS COMMON NAILS EACH STUD TYP. T&B 1--- ,-, NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK �,4 CENTERED w/ (13)-10d NAILS +I n�asa. TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA, OVER STUD WALL , �, Ea TO COL. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ u TIE BEAM 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO SINGLE W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS 0 PLATE / PLYWOOD PLATE SHEANG * NOT REQ,D. WHEN QT SYSTEM IS APPLIED COVERING NOTE: TRUSS OR ROOF SYSTEM PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL .D02 SHEAR TRANSFER EXTERIOR WALL N.T.S. l N M m m w m 1" 114" 1i5" 14a 'h (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 1Dd ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.14E", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D - 0-162", L= 3-1/2°) OR EQUAL (D = 0.162". L= 31/2") OR EQUAL NDTFC, 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY. PROVIDE 1/4"DIA. x 51/2' LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OF THE 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) H. F.F. VERHANG •Y. 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 N.r.s. aE15 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 NF17 I TOP PLATE SPLICE DETAIL 3/4"=1' * CRIPPLES MAY/MAY NOT BE PRESENT. IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO O.S.B. OPENING G.C. TO W/ 2 -8d INSTALL (3) TITEN HD. EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS 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) 0'-0" - 16' 3 4 3 4 CONNECTOR REQUIRED SP4 AT (3) 16d SEE PLAN COMMON FOR WLL 2X CRIPPLES S 16" O.C. 724" O.C. NAILS(TYP)—p HGT. TOP AND BONTTOM P CIVIU— '*�—HEADER PER LOCATIONI----,,.1; p % 2� �`�/ "••�� �E.II ROM N • .r NAILS * O.C.• SIDE•' NAILEREACH END TYP. 2x W/ (2) 16d TOENAILS ! 2X4 SPF • • ! D T •�• :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• ROUND/ SQUARE•• • p :• I EACH END ---__._....ErAfffiIIIIiIIIIIIIIIIILTA CMU WINDOW OR DOOR OPN'G WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1-0" * WHEN STUD LENGTH ES LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"0/CFOR 2x10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 112" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. ,OD04 BEAM @ RAISED ENTRY MASONRY WALL I N.T.S c m REVIEWED FOR CODE COMPLIANCE! ST. LUCIE COUNTY , , y 9fi xgc W W N OO 00 i E•g R��N1"aBp �IL 3w MW ;a0-a I ge2 ayU J 5S0 i O m Z o Z In Z < J 0 a Y zQ o �Q) 1�— p U� 1`1 w v� t.nI- mM ir4 U ENE00 OD x Ni � c aoo <mom Q,;m DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE '� � Job Information: J O W O Lo _ V ` 0 m w y N N 3: � H�U�m1 � a _ J 00 Cn (n 00 u- VTModel Name / Number: 2508 TT i Plan Issue Date: i Thursday, April 23, 2020 VT KA PROJECT NUMBER: 20-3002 ' Sheet: w •v( Of: 6 TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20%0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING , TO BE LESS THAN ,- OR EQUAL TO 45* ' MINIMUM 2"x4" ' CROSS BRACING (SEE PLAN FOR LOCATION) ' • s•�.%"��—BLOCKING , w (3) 12d c PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS `o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP 0 w/ (3) 12d @ EACH TRUSS WEB w 'E m 3 m TB01 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. x P2X4 MIN. BLOCKING AT 'o ;5ROVIDE �Y81111)/ffI 8�'� rQA�I @ tis CENTER OF HIP/RIDGE, DGE, TYP. 3 �����,` ....... B tttt"".. N BETWEEN(2) E. N F •• i4 NAILSE TOP HTRUSS T E `o�j\�• ••, O CHORD �: Np 87.864 C N C -k ALTERNATE TO BLOCKINSx ° ••' �� 1. A TRUSS PRE-ENGINEERED VERLAP TRUSS BRACING 3 �� WOOD TRUSSES AT LEAST ONE TRUSSTRUCTU6" OVERLAP ��, A Tf PACE ----- SHEATHNGL G.T. ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 y Ill�litb ® Y TOP CHORD WHEN REQ'D NAIL TO TOP CHORD t TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF RE SIDE 2 (2) 12D NAILS MINIMUM (3) 12d c ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR m 00 SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING PLAN fpp 1� w m gggFC13 2X4 BLOCKING®Fa • BETWEEN TRUSSES HIP TRUSS �i m»�sNS a p $mm SECT A_A o$WTB03 N.T.s. TB04 N T s'gsmgLL HIP /RIDGE BLOCKING DETAIL TRUSS BRACING OVERLAP DETAIL (TYP) '5� a Ln 1�- J m rs� S5F�W ¢ ®�§ 5 WYWO.tDSENG.COM El 1111 ++3 oR p�p M// Z � TRUSS NOTES: Ma $ Z O z QJ 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2014 D- (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 1d BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED L Z a TO a SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OFANY ij CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREATHEY SHALL BE SPREAD OUT (///'''���' _ � EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,C8,88) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL c°i m w \ ' / �•^A w �`�� yy/// Cu LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. E •� -' 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 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. E U O om c mSEE -- A 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. to TYP. TRUSS BLOCKING DETAILS b�llM c [0 SHEATHING ° w 0 N E 1 a 3 TO 4 TRUSS X4 AS SHOWN ALTERNATE yy c O TRUSS SPACES DIRECTION Y M0w� _ Q o RUS DAMS HOMES VERTICAL SCAB 2X6 *2 SPF 48" O.C. ' W/ (4) 12tl TOP &BOTTOM OR H5 SEE TRUSS 12} NAILS m OR HCLR/LL IN PLACE OF (4) 10D SECTION TD EA TRUSS REQUIRED ®RAFTERS GREATER THAN B'-0" B8 FLORIDA CONTRACTORS LICENSE NO- CRC1330148 ••• 9 3000 GULFBREEZE PARKWAY SEE PLAN aIBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING 9' GUIFBREEZE, FLORIDA 32563 LATE SECTION B-B TOP PLATE PRE -ENS, TRUSS 7:2 SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: XSTUD WALL VARIES w ROOF If SLOPE / PORT ST. LUCIE SEE PLAN CONV. FRAMED RIDGE MAYBE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ / \ \ 2X4 SPF BLOCKING / / Job Irrformation: (4)12d WHEN IT LANDS NEXT TO PRE{TUG. TRUSS SPF 4W G.C. W/ (4)12d \ / \ BETWEEN TRUSSES / \ 2x8 BLKI NG. NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d \ \ / / B REQUIRED w/ 12) MTS12'S REQUIRED @ RAFTERS GREATER \ \ / THAN 8'-0" \ 2x4 SPF BRACE \ / of h @ 48" O.C. - NAIL w/(4) \ ory COLLAR TIE \ 12d AT EACH END & m SHEATHIN EVERY •(• RAFTER \ \ ALTERNATE DIRECTION O q.- 2X4 BLOCKING BETWEEN BEVEL CUTS \ TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END. CONT. EACH BAY • FOR s g 1 Z B TB 2X4 SPF w/(2)#7X&1/2' D ALTERNATING WOOD SCREW EACH TRU55 / / TRUSSES / / SEE PLAN REVIEWED. PI.1 '= I F I • Lj O '- �T U BLOCKING OR @ 48" OA. PRE-ENG. TRUSS CODE S° > M N CONT. ROOF SHEATHING AT TRUSS TOP / / ST_ L CIE eH G1 i STRUCTURAL SHEATHING CHORD ATALL HAND RTAMED AREAS TYP. \ \ \ / / p/�'�OUN� 4A V 13O„C ° 7 CV 04 G1 SEE PLAN FOR CONNECTION A34 OR \ \ / / � L � � � m CO p- B 2X4 P.T. BLOCKING BETWEEN (IMPSON USP MP4) @ \ \ / / O Z) V Lo _/y'� TRUSSES W/ (2)-12d NAILS @ DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / �Lu 1 J CO AT 8'-0° EACH END MAX TRUSS -*- 2x6 RAFTERS @ 2'-0"O.C. 2X4 SPF BLOCKING \ /\ / BETWEEN TRUSSES -I - - " ♦ MAX. W/ (3) 12d COMMON Y V @ 24" O.C. MAX.w/ Model Name/ Number: WALL BELOW TOENAILS 70 RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN , (3)12d EA. END (TYP.) (SEE PLANS FOR TYPE) 4 FT 0 2'-0. O.C. MAX W / (3) 10D CON / ,\ SEE PLAN 2508 COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT OR WOOD h m ♦ Plan Issue Date: BEARING SUPPOFIT T&BDHDRA-A Thursday, April 23, 2020 TYP. WOOD TRUSS BLOCKING ALTERNATE BLOCKING 1/2" SPACE � @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING gq ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING 20'3002 INFORMATION m 2x4 S.Y.P. r Sheet: Of: @ 16" O.C. IN IN TBOG BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N•T'S• ROOF FRAMING AND BRACING DETAILS I w f \\ THERMA-TRU INSTALLATION \\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record Concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE an 6" 3" 0 0 3" 3n 3n 3" 3n ' Ili - III f I f 3" 3" 3„ 6 6 6n DOUBLE DOOR W/ SIDELITES /A rE n ;PACE .VENLY 6" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'.019 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. m TOP OF SLAB Op Z 1 III 11 NI IN, 114,IIv r - Ir - Ir I v v o ai o z 1 ' a 16" MIN. DIAMETER ! CONCRETE FOOTING PROTECTION BARRIER DETAIL 1 N.T.S. ;PACE :VENLY W A. 51AIANT D NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/W MIN HEADS.6 PER SHINGLE. v A� deg CA`pe" 216, 1 31a0°GOursO ' < z a 7" / 7^ — E to use In 5th6.. valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT sham (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY I TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMIiM OF 6" ABOVE 6" X 6- H GALV. VERTICAL 0.15E OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF SHINGLES 6°xfi"HGALv. r FLASHING COtrT.1 FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ FLASHING 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 WOW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANIMP BLOCK LINTEL & SCREW W/3/16" x 2 1/2"1/2" DRYWALL FLAT HD. "TAPCON" SCREW THE WIDOW FRAME INTO MAJAMB MIN. 4" FROM END AN 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 2X WOOD FRAME BY OTHERS 5HEAT-ITNG BV OTHERS CAULK BETWEEN FIN AS14EATHFNG CAULK BY OTHERS O.A. WINDOW HEIGHT E)CTERIOR, INTERroa TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/40 MAX, SHIM SPACE SHW1 BE Matlmum Fastener Spacing (Jambs, Head and Sill) 4" A. M SRews AloBnorg Fin-' - Bich rlR View of fiwed 1ahrldUv Wall Framing: *2 Spruce/Pine/Fir Or Better �\ Sllitme f 110XI-112" Sae. Minhmurni penetration Glaring Cnoss Section View fa,0erlw SlaatlAlq Rep 1 Measure to be sure the opening 6 318"to 1/2" larger than the window sine bmh verbcall, and hortrmtaAy. you MY wish to Pre -drill the installation toles in the An a this time. 1M.' Im'sM tlamom Nn as senor Rep 2 APPfy a generous bead of silicone to the badmide of to mounting An. Use enagh silicone to sultod ndy All all wlds between the fin and the wet sheathing. Sig 3 Alert the window illm the openbg from the ouside. The window h fainted "%nude" and "Mftdje", but tthem lapels lave been removed the glazing bead shouts ~ be to the inside of the building. Rep 4 Install shims under the sill, adhsUng dawn und the taut 6 Pamb in the opening. Shuns should be installed under the sh% every 2 fee. The window should be baskaly mitered in the oposping with no more than 1/4° p between the window and wall ham Ship S Instal a#lox t,yr screw 4"from the corns M the An at each end dale head, sill and bdh'mbs. 946 Irsta%the remaining believes In r irsremmts from the corner screws to the center of each frane member. use cam not M am, Ughten the screws and pul them through the fin. Also, make mre do screws go in straight and do eat cruse the home to bow Wall training SIVIA be a minimum of #2 Sprum/Pine/19, Fallsoners should be#iD scref ofsuftdent length to adtkve 1-3/8"PeAebrabon Hto the wall and no less than 1jrfromM of Fasener entitles ne¢ded in wNslde ofhame to achMye B"Rsacing Rep 8 A desired, a (Dorm Insulation ran be applied to the interior gals between the window ore wall hamm0. If tippled, chismusibe M# NAA'IXPANDING 2i'PEFOAN, Step 9 Sim Mew windows are typically used In rooms with high mdshae, le; bathroom, it Is recommended teat the Ate for gap between to window and watt Awning also be sealed with s%imne and tailed was no, W Interfere with tie irsbudan a wallboad, We or trim. Sap 10 Once all construction kcomplete, remove the bubble wrap from the IhWdeand ourslde of to willow. A, nece%any, dean the blocks with a raid detergent and warm water using a wit loth. Failure to follow these procedures will void any and all warranties GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment A novel # Pressures Method pp Roofing: i DADE IKO Industrues, Ltd Cambric a AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 ; 1st Choice COUNTY APP. g NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. i W/ 3/8" MIN PENETRATION THRU SHEATHING i ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off -rid event" NID 4" O,C, TYPICAL MAX, FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND ITYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENIT SHALL BE APPLIED AND FL15216 - R3 INDUSTRIES SPHALT TURA ORGANIC ATTACHED IN ACCORDANCE WITH R905.1.1 17206. 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA, x 8" "1" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 FL15279.36 B x 7 Swing Doors: THERMA TRU-CORP i x 1111 r p/'TT, T flRR� oiy `e�`e Rg1 '.�\� .• p C S 6. S -*i1 N - a ccuj N TE OF 'ICJ C", N F= z' L R.'CXJ °d i�y2`, ry 41 • 11 5=x`e� #rlil%i 111%• y Fes-• .2 98 W goy t0 N wr- 00 # E � oo4N Vorrvrn � [i LL og BIT Ommz all?$ti` we 05 IT z, �h 31 H'G Q�9r 2 0' 30 ¢ I- i mg"a win" m m s- 8 LL LL ZHa`afi_,e a g e �g 0 08 ¢ON iry , ins gm� W `5 f m P o'H W Ww.lUSENa.d�l ❑ ❑ ❑ M - � ? N t+� 0 z M J 0 f Z o i W o E f u VW cD m I jl1 t/1 i) W 01 N N E w o 0 3 iiti; 00 Soo j U �o 0 1st Choice +67.0/-67.0 gE GLASS D00 N9W NG 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 v c m 2nd Choice +67.0/-67.0 THERMA TRUCORP. FL20461.19 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 FIBERGLASS DOOR I OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROMFL2 4 1 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. v THEREAFTER. TYPICAL ALL 4 SIDES 2 GULFBREEZE, FLORIDA 32563 Siding: DIVISION LOCATION: a „ 2 1St Choice +0/-146.3 The Tapco Group 7" Staggered Shakes iNSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING NAILS 1L/z" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL FL20403.17 PORT ST. LUCI E N.A. ISHALL N.A. 2nd Choice BE BEYOND WALL DRESSING N.A. ♦ Job Information: Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 SI ogle Hung (fin) ANCHOR WITH MIN. 1?A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FORE 5/8-1 SHOULD D. FILLED W/ #8 SCREWS OF SUFFICIENT LT-1. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF 3 2 1- N Of :-VIEWED FOR +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS PICtOr6 window SUFFIENT LENGTH TO ACHIEVE S Fi" INCH MINIMUM EMBEDMENT FL18644.3 R3 ; E COMPLIANC IN WOOD SUBSTRATE. o 0 LUCIE COUNT"" Mullions: I�VLG 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A ILA $ Z Horizontal M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM o FL 15804.2 — r_ OI EDGE DISTANCE Fixed Glass"" 1st Choice +50.0/-50.0 US BLOCK WINDOWS 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11A' EMBED. TO ALL FACTORY DESIGNATIONS 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" D.C. IN Hurricane Panels: 24" Ga b MALE PANELMATE W 46 PSF EXT/ HURRICANE STORM Galvanized DIRECT MOUNT. TOP s/a"-2 / 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 1211z" O.C. BOTTOM 1/a"-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approvhd 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 a w m U M CV N U FL18644.3 R-3 m Y U < a) m p OJL1J� W ' ^ Mv! , v) N OD o LL (0 N � � ♦ Model Name /Number: FL16503.4 R-3 2508 i v a ♦ Plan Issue Date: Thursday, April 23, 2020 FL16293.1 m Y ♦ KA PROJECT NUMBER: 20-3002 m Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS /� FOLD UP WEATHER NECESSARY IN CORNERS THROUGH - RESISTIVE BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS �•� �� �,? ,•'' DOOR ROUGH OPENING WEATHER TO BE USED. R703.1 General. Exterior wells shall provide the building with a weather -resistant exterior wall envelope. The exterior -WEATHER E WINDOW UNIT wall envelope shall Include flashing as described In Section R703A, A water-reslstve barter Is described as a WOOD FRAME CONSTR. material behind an exterior wall covering that Is intended to resist liquid water that has penetrated behind the exterior covering from further Intruding Into the exterior wall assembly. An exterior wall covering Is described as a material or ` Ir TAPE s EXTERIOR SELF -ADHERED FLASHING 3/4'•1'BEAD OF CONSTR. SLOPE SHEATHING BY LAPPING GOWN ADHESIVE TO BE APPLIED UNDER 0.3 In : 12.0 In SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOISTAND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, Insulation, or for aesthetics, includingbut not limited to, veneers, siding, extedOr insulation and finish systems, UP WALL BY6IN- OR L USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and empelllshments such as cornices, soffits, and fascias. U OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING WEATHER SELF -ADHERED FLASHING EXTERIOR 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. Such BARRIER TIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be BAF7RIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 arm). Where joints oecpurefek horizontally, with the upper layer lapped over the lower layer not less than 2 Inches g UNDER DECKING I" 'I� I , lapped not less than B Inches (162 arm)« The felt or other approved material (SEE DETAIL WP07) (, SUBFLOOR shall be c0ntlnuoua to the top of walla and terminated at penetrations and building appendages in a manner to meet the SELF -ADHERED FLASHING requirements of the exterior wall envelope as described In Section R703.1.sOs HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -based a RIM JOIST Detail Instructions sheathing, shall Include a water -relative vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather Grade D paper. The individual layers shall be installed independently such that each layer provides a separate v resistive barrier above header to allow for Meshing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive 2. Self -adhered flashing plus head Mashing under weather resistivestivebarrier BUILDING numbered items in the list of instructions below: border Is directed between the layers. /'� //'�� 3. Fold weather resistive barrier back over head flashing and t I J (7 I PAPER 1. Install self -adhered flashing in order as shown by numbers o seal with tape �V•�U( 2. I nsiall flashing and weather resistive barrier to form water shedding laps Exception: Where the water -resistive barrier that Is appalled over wood -based sheathing has a water resistance equal to 0 2 9 P greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially 2 2 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, SELF -ADHERED FLASHING scale: NTs embedded in the adhesive layer) for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle4behion In a manner to prevent entry of SELF -ADHERED FLASHING SELF -ADHERED FLASHING W PO y ) water into the wall cavity or penetration of water to the builds structural framing components. Self -adhered membranes FLANGED WINDOW WP01 WP02 scoring cuts used as y P leg pO FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER flashing shall comply with AAMA 711« All exterior fenestration products shall be eased nt the junMure with the % 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade INS or greater for proper joint nyc expansion and contraction, ASTM C1281, AAMA =, or other approved standard as appropriate for the type of sealant. adhere to substrate using a square piece of flashing material (6" x 6" K EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) Fluidapplled membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the 0 EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE surface of the exterior well finish. Approved corrosion resistant flashings shall be Installed at the following locations: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 6. Fold as shown by arrows 1. Exterior window and door openings. o o�9elthf h rhfr►! THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of Corner may vary, adjust folding of the flashing accordingly to fit P gs. Flashing at exterior window and door openings shall extend to the surface of the e,.�` UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior wall flnah or to the water -resistive barflor complying with Section 703.2 for subsequent drainage. 3 ♦ i';«• R REFER TO TECHNICAL SEE DETAIL WP01) tight to comer WY g g Q OR EQUAL WEATHER PROOF CAULKING LETTER ON CHEMICAL 8. Mechanical) fasten as necessar Mechanically attached flexible Fleshings shall comply with AAMA 712. Flashing at exterior window and door openings NSF •'• S �. COMPATIBILITY SCORED Y y shall be Installed in accordance with one or more of the following: < RELEASE PAPER N 1.1 The fenestration manufacturer's installation and flashing Instructions a for a pplications not addressed In the SELF ADHERED SELF -ADHERED FLASHING, w ' (BEFORE ro�olNc, scoae or manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where =- = * ' * GJ FLASHING EXTEND A MINIMUM 6" ADHESIVE AS SHOWN flashing Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and OF M VERTICALLY FROM 7 g BOTTOM OF door openings. Pan Flashing shall be sealed or sloped in such a manner as to direct water to the surface of the 3 ' �'•• 5 ATE P. •' i THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall .����F.•F• O•F �O •C,`a s MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. _ CL SECTION -A V NECESSARY IN CORNERS THROUGH (SEE DETAIL WP02) SELF -ADHERED FLASHING 12. In accordance with the flashing design h method of a registered design professional. E pBrppNp 13. In accordance with other approved methods. ;, ;n SELF -ADHERED J-4 In accordance with FMA AAMA 100 FMA AAMA 200 FM WDMA 250, FMA AAMA WOMA 300 or m F FLASHING O FMA/AAMA/WDMA 400. a 2 2 SELF -ADHERED FLASHING II 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both NAILING FLANGE I sides under stucco copings, a P 1 © 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER - 2 SEAL TOPS OF JOISTS 6 ti UNDER DECKING c BOTTOM NAILING 8 7 4. Contlnuousty above all projecting wood trim. E m 2 _ FLANGE (SEE DETAIL WP07) S. Where exterior porches, decks Or stairs attach to a wall or floor assembly of wood-ifalne construction. m a g9C103 WN 00 SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHING p /P O SELF -ADHERED FLASHING S. At wall and roof Intersections. q 3 m eIF 1 # 00 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK V V INSIDE CORNER WP06 � =5-gv � � � 8 8 .- J p MONK _ 7. At built -In gutters. � � � � � a0 gm m 2 me}0�a (tIN `oar° a Lq DECK PROTECTOR FLASHING x1 - F, 0 m 5 a WX iyy �l1 lk m 8,Z32 wmoB30SHEATHING �'�"1)`•-w"&2=^ o o I-7/8" Cement Plaster H^ins 718" Cement Plaster 's Sa F3ccordance with In accordance with $ "0SELF-ADHERED ASTMC926 n. 0'm L'2Oa mUASTMC926 o s �FLASHING PATCH$.sW Felt backed metal A wWWJUSENSCOM ❑ El lathe in SELF -ADHERED FLASHING accordance wdh ASTMC1063 _ aibackedlt he'rlaccO dance u� DECK PROTECTOR - With ASTMC1063 N //�e� 1 _ o h \ 1) Z N v., Building Paper u VVV/// z " 10 N Building Paper ` C c 7/16" O.S.B. i. 7/16" O.S.B. (�,�'J] Jlow SINGLE OUBLC %/i Sheathing %, sheathing o n f , JOIST SELF -ADHERED FLASHING , ' Metal Keep top edge �[n SELF -ADHERED FLASHING j Flashing of weep screed 8 N �„ •� 3" MIN / 2 31/2" 2"belawtopof �� o 0 Unperforated block U _ 0 4 ,. Flange 7/8" Vulcum L 0 c 0 O 5 Weep Screed cauk bottom s till m k.�•, joint only i(O Maintain 8 U m ci E Bottom of Metal Flashing v c o SELF -ADHERED FLASHING \ /tr / PO SELF -ADHERED FLASHING APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN 3-1/2" Unperforated a ~ 00 � `r IHO.8362x;DECK JOIST V y W P 08 t ) \ A / PO Weep Screed P a = o � N OUTSIDE CORNER ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE t/ r/ 1 1/2" to 2" Flange 7/8" Weep Screed U N o "' INSTALLATION OF THE BUCK/RECEPTOR. c N � s 0 Above Roof = cn o Sheathing 1/2" Cementitious - d m d m a', Decorative Finish 0 DAMS HOMES a o • • o, All inside and EXTERIOR outside corner will �FLORIDA CONTRACTORS LICENSE NO. CRC1330146 wwoow UNIT °' 3000 GULFBREEZE PARKWAY cut and caulked all GULFBREEZE FLORIDA 32563 CEMT. FIN. need to be miter e BUILDING PAPER Cement Plaster SLOPE in accordance butt joints need to M r SLOPE SLOPE with ASTMC926 ° ' becaulked using v 0.3 in : 12.0 in 0.3 in: 12.0 in Vulcum caulk for all DIVISION LOCATION: 0.3in: 12.0in (0.6 cm: 30.5 cm) over wood PORT ST. LUCIE (0.6 cm : 30.5 cm) fI00T REVIEW` (0.6 cm: 30.5 arh) VI Job Information: CODE CCU SELF -ADHERED FLASHING a WIRE LATH ST. LUCF 3 SELF -ADHERED FLASHING EXTERIOR B o ty FIN. M BUILDING PAPER CEMT. v O WIRE LATH SELF -ADHERED FLASHING Pasr ter Finish S Z CD WIRE LATH Block UJI n 2 1/2" Perforated \ 45 w m BUILDING PAPER BUILDING PAPER "u, a Flange 1/2" Weep o J N N Cement Z Plaster m to over block' o Q J w W o EXTERIOR lstfloor __I m WINDOW UNIT CEMT. FIN. Vi LL Slab Install bottom VI Model Name / Number: edge of weep screed 1" below 2508 finish floor h 0 � 7V Plan Issue Date: 2 OPTIONAL DETAIL Thursday, April 23, 2020 g m KA PROJECT NUMBER: 3 3 O Note; The building paper and metal lath 20-3002 Y SELF -ADHERED FLASHING LWP OSELF-ADHERED FLASHING WP 1 1 SELF -ADHERED FLASHING artist be Installed OVer the top Of SWEEP SCREED DETAILSheet: Of: CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL IWP12 the weep screed. SCALE: NOT TO SCALE N W r� WATER PROOF DETAILS a C e