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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS (� TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING R318.1 CAST IN PLACE CONCRETE SOIL APPLIED PESTICIDES, CODE CRITERIA SHT NO; TITLE BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALLAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS) A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUC71ON (SEE SECTION 202, PLUS OR MINUS 1", AN, HAVE 2 TO 596 AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIND. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. NFPA 7044, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (AC131814) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: A615M GRADE 40 U.N.6. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CRCISS-REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT, 1F CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. ALUMINUM DESIGN MANUAL - 2015 EDITION ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OFTHE ADMINISTRATIVE AUTHORITY . PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: GOVERNING MUNICIPAL AND REGULATORY AGENCIES (A) (B) LOCAL STATE AND FEDERAL BODIES R703.7EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C9D.014, WITH A MINIMUM NET COMPRESSIVE INSTAL OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH OF 1900 PSI (f'm =1500 PSI)NSTALLATION 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.12A. PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL', CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS ExpANDED METAL OR B 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 u y c AT -,-_ _ 1/ !OVEN WIRE LATH SHALL )?_ ATTACHED TO WOOD SHEATHING WITH 7 . 2" LONG. X GAGE NAILS HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 AND HORIZONTALLY IRER 201.7 FRC 11703.7.1). 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 FLOOR 1-JOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED, *TL MAX 2" UP TO 40FT SPAN R703.7.2 PLASTER. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR * *TL MAX 3/4" PLASTERING W/CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9. TYPICAL FILLED CELL. REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 1.0. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. *+* TL MAX 1/2" METAL LATH OR WAND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. WIRE LATH 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING R703.7.3WATER-RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL. WOOD -BASED SHEATHING SHALL ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 2 0 20 THE T Ra2ESISTIVE BARRIER IS DIRECTED BETWEEN THE PLANE AND ANY FLASHING INTENDED TO DRAIN TO H WA E END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL S CONSIST OF ONE OF THE FOLLOWING. LAYERS. THE BARRIERSHALL SHALL BE USED. AT A MINIMUM ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. # 2 TOP CHORD DL 7 7 15 2 5 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* LL 0 0 0 0 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD 10 SO SO 10 TOTAL (PSF) 37 37 46 55 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC,. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYR., U.N.O. R703.4 FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 • EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN, APPROVAL FROM FOR OR INDICATED ON PLAN CONSTRUCTION. 9, SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: AT WALL NN D ROOF INTERSECTIONS ROOF DECK: PLYWOOD C­C/C­D, EXTERIOR • AT BUILT-IN GUTTERS. FLOOR SHEATHING: T& A-C GROUP APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD OL 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 PRESSURECOEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE V DENOTES PRESSURE (-) ALUE DENOTES SUCTION DIAGRAM AREA ® 5O (+) 27.6 (+j 27.6 10 (-) 29.9 0 37.0 (+) 26.5 (+) 26.5 20 0 28.8 0 34.4 s O 50 (+) 24.8. (+) 24.8 < 0 0 (•) 27.1 (-) 31.1 Q (+), 23.4 (+) 23.4 100 25.7 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x T-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.671, TO GET ULTIMATE WIND PRESSURES. 2. "a" - END ZONED$ ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA, CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 6 5 ELEVATIONS 6 TRUSS LAYOUT x S-1 LINTEL PLAN S-2 DETAILS S 3 DETAILS s S-4 DETAILS S-5 PRODUCT INFO SHEET E WP WATERPROOFING DETAILS 9 M-1 HVAC N v PV g I ST. Lucie County, Permitting m E .... `°°°° Q� BEN S p ' . s+A 0 T b v gA•iC4 D .cc �C4 OF tu S c o >,�pfri,,Ft �t.,.•4��b � v It m V 3 g I w II c w £ yyy 8 w 8 FCIO " �m m a* ffil Z LU §;2 ri PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES a N BOTTOM CHORD DL 5 (PSF) 1 �E LU o w"gg 6 4 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER j u 8 ®W ¢ Bw § a STRUCTURAL PLAN v5 �'� Z 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING " w P € I(/� • to m a -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. T+ S" ggo 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: a A' i g'USILI Z a �'� WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF), 18 � 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. '`-gin.,,, v e o y Q BALCONIES OVER 100 SQ.FT 100 (PSF) a O o 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) °� 9 g as ~ J THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES 9 V"A.FDSENG.WM ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 80 (PSF) 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) - Z ^, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 200 (PSF) AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) $ z m S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS; BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) - = Q e SHALL SHOW ALL TRUSSES; ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) 5 STAIRS 40 (PSF) : _ A LIFT CONNECTORS FOOT NOTES a (� A1. UPLIFT CONNECTORS SUCH. AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d.A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG s '8c to ¢S- TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOR V v I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w � F- NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR _ C) E MORE INFO, HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. pl � 1O N FIELD REPAIR NOTES s L/) � m_ GENERAL NOTES: BUILDER NOTICE: o �� � oMm 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED 70 BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the titleblock of these m w o` a E ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing LicensedUr m PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to ' I- 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLES" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALLA 32" LONG #5 6AR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error, The Builder and all subcontractors are required to ® (J �' r m THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations 3. FOR DURING BOND BEAM LESS THAN 1/a", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT, CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DAMS HOMES TO FOOTING I. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction, All construction MUST be in accordance to the 4. MISSED LINTEL STRAPS OR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2'A" ITTENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the MASONRY AND (7}10d LS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS 1720#). IF CORNER STRAP IS information found in 32 plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE �� MISSED CONTRACTOR T INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TRENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT. FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager at 321.972.0491 immediately. No backcharges 1 3000 GULFBREEZE PARKWAY will be considered for reimbursement by the Designer/Engineer v ' PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER without advanced notification " GULFBREEZE FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES. TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. cation and approval by the , Deslgner/Engineer. Payments will be made In accordance to the a MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) PORT ST. LUCI E 16d x 2-1/2" NAILS AND 5/8' ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT VI Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. B MASTER REVISIONS DATE DESCRIPTIONCA 9 0 r �',,DAM S HOMES a � z w (Da0) Of Northwest Florida > OM M N I: N U z m LO 1 - 0_w= a N J00W(n oo v ® Model Name / Number: , 2320 Vf v Plan Issue Date: a" Thursday, January 2, 2020 c mV KA PROJECT NUMBER: ReVIEWEDFyOR 9 19-8703 MODEL 232UCODE COMPLIANCE sheet: of: ST. LUCIE COUNTY BOCC COVER SHEET FILE COPY fir• BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPUFr MARK SPACING SPECIES CA 419 TOP BOTTOM BW1 1s" (2)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (%iOd SP1 W/ (6)10d SPF 402 STUD, (6) lOd PLATE STUD, (4) 10d PLATE BW3 1e. (2) SP2 W/ (6)1od (2) SP1 W/ (6)10d SPF 803 STUD, 6 16d PLATE STUD, 4 10d PLATE BW4 16" (2)16d TOENAILS (2)16d TOENAILS SYP NO UPLIFT BW5 S12 W/ (6)-iOd sP1 W/ (01od is- STUD 6 10d PLATE STUD, (41 10d PLATE SYP 439 BWB (2) SP2 W/ (6)1od SP1 W/ (%iod SYP 878 1s. STUD 10d PLATE STUD 4 10d PLATE 5W7 12• (2)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT SP2 W/ (6)10d SPi W/ (6H1od BWB 12• STUD, Is) 10d PLATE STUD, (4)1Ad PLATE SPF 535 (2) SP2 w/ (a)10d SP1 W/ (6)-10d BW9 ' 12" STUD, (6) SOd PLATE STUD, (4) 100 PLATE 6PF 1070 BW10 12- (2) Ad TOENAILS (2) Ad TOENAILS sYP 0 OBW11 SP2 W/ (BH10d SPi W/ (%lOd SYP 586 12. STUD, b 104 PLATE STUD, (4)10d PLATE BW12 12" STUD (6)10d PLATE STUD, ()610d PLATE SYP 1170 SW13 NOT USED 2x TOP PLATE TOP OF WALL /---DOUBLE SEE P� MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MS03/&1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MIDSPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS O TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0' SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B O 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. 3W= SNEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN.> REQUIRES MIN ALT.t SIMPSON 1/2" TITEN HD @ 32" O.C. - 7/16- OSS PLYW D W/ SAME EMBEDMENT W/8d NAILS AT 4'oc SEE GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO, 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. . 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "8W" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6, IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. GE T01 SIDE OFWALL PLYWOOD NAILS AT 4" m ( 1 IN FIELD ANDATTACHED 7/18" OSeEXTERIOR EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 7. ALL S 1 EAT ACT A SEE PLAN AND WALLS SECTIONS FOR STUD AND GRADE W1,BW 1O THESE S. IFTHE BEARING WALL IS INDICATED WITH THE BWI, BW4, BW7, BW10THESE WALLS ARE ONLY E BEARING WALL SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2K PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GVN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE HAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. Lod- 0148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFnu)) C1 (3) 2 x 4 #2 SPF (4) - ISO TOENAILS 0 W/ 1/2' WEDGE 9DTT2Z C2 (3) 2 x 4 #2 SPF ANCHOR* & (8)1/4" X 11/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR, (4) - led TOENAILS 0 (412 x 4 SPF #2 DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4 X 1 1/2" 2145 SDS SCREWS O4X4P.L#2 ABU"W/5/8•ATR** G--666b U`2200 SYP POST &(12)-16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G =12000 SYP POST & (12) -16d NAILS U = 2300 8 X 8 P.T. #2. ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST &(18)-16d NAILS U-2320 O1.8E 3.5 z3.5 P.L. Fb=2400 PSI HOU&SD32,5 IN/ (1.4)1/4" x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x a3.5 L8E Fb=24DO PSI 21/2' BOB WS & 5/8" EXOPY 5645 1MANIZED IF EXLI ANCHOR, OR ATR** C10 3.5 x 7 P.L. 18E Fb=2400 PSI HDU8-SDS2.5 W/ (20)1/4" x 21/2" SDS WS & 7/8" EPDXY 6970 (WOMANIZED IF DUO ANCHOR, OR ATR*** CL1. 5.25 x 6.25 P.L. 1.8E Ft=2400 PSI HDU&SDS2.5 W/ (20)1/4- x 21/2" SDS WS & 7/8' EPDXY ' 7870 WOMANIZED IF EXT.I ANCHOR, DR ATR*** 7 x 7 RL. HDUSSDS2.5 W/ (20)1/4• x 12 1.8E Fb=2400 PSI 21/2" SDS WS & 7/8` EPDXY 7870 (WOLMANIZED IF EXt.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/5-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2- ATR 6" EMBEDMENT FOR 5/8• ATR 8" EMBEDMENT FOR 7/8' ATR 5. IF ICI COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT. REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LBE) MAY BE SUBSIGUTED FOR ANY P.T. SYP POST NOTED IN THE PUNS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON Ys. GUN APPLICATION NAIL DIA{BNGTH NAIL SPACING ad 0.131" X 2 WY CA31' X 2 iY SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3' OA3V X 3' SEE PLAN BLOCKING & TOE 0,148' X 31A' OA31' X 3 4- NAILS & TOP PLATE 12d 0.148" X 3 WA" 0.131" X 3 -A' 8' O.C.(COMMON) STUD WALL b' 0 C. GUN NAIL CORNERS Wd 0.148" X 3" 0.131".X 3• 8' 0 C.(COMMON) STUD PACK 6' O.C. GUN NAIL COLUMNS 16d 0.162" X 31h" 0,131" X 3 -A' (2)16CiCOMMON) ISEE PLAN (3)16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2). 2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) -^�^�`\ M OSB FLITCH PLATE, NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS O 12• OR (2) SIMPSON HETA18 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 10 92 SYP W/ T/18" CONNECTION: PROVIDE (2) OSB FUTCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS O 122"' OR (2) SIMPSON HETA16 TO CMU A O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 412 SYP W/ 7/SS' CONNECTION: PROVIDE (2) OSB FU TCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS O 12". OR 42) SIMPSON HETASB TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2).13/4- x111/4" LVL CONNECTION: PROVIDE (2) 2.OEf0-2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) N) TOGETHER USING (2) ROWS HTS20 TOWOOD POST 1/4' z 31/2" SOS WOOD I pit (2) SIMPSON HETAIB TD CMU OR SCREWS O 16. O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4"x117/8"LVL 2.0E Fb=2800 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4- x 31/2" BOB WOOD SIMPSON HTS20 TO WOOD POST SCREWS O is" O.C. TYP. OR (2) SIMPSON HETA36 TO CMU EACH SIDE COL U.N.O.ON RDOF PLAN. (2) -13/4" x 18" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) (M TOGETHER USING 42) ROWS SIMPSON LSTA24 OR(2) 1/4' x 3112" So$ WOOD SIMPSON HTS20 TO WOOD POST SCREWS O la" 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 FLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2XIS #2 SYP SEE GENERAL HEADER NOTE #5 WI 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET -2)(10 42 SYP SEE GENERAL HEADER NOTE #5 1(2) W/ 1/2" FLITCH PLATE THIS SHEET (2)-2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET �� (2)-13/4•X 111/4 ATTACH TOGETHER WI(2)ROWS 1/4'X 31/2' (3> LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 18" O.C. TYP. EACH SIDE (2) - 13/4- X 7 114 ATTACH TOGETHER WI(3) ROWS Ile X 3 IIX H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16- O.C. TYP. EACH SIDE 6. HEADER SUPPORT NO. OF JACKS& STUDS RED. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING SIZE JACKS KINGS JACKS KINGS EA. END EA. END EA. END EA. END 1%01 3'-11" (1) (2) (1) (2) 4 0' 9'-0„ (2) (3) (2) (2) (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 121 o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. OD ;t I O M 0 0 N M C6 ITYP. 4 io I ------ -___-_--� M3 �. 29, g 11' 4" 13' 8" 6' 0" 10' 0" 8'8° 5' 0" 2' 8" 6' 0" 2- 8- 9' 8" 4' 0" BM5 BW2 4050 SH � 2 H1 O H1 S COVERED PATIO N 20'-0" X 10'-0" A 8' CEILING 2 4" H1 ��+�/ _ EGRESS O I MS03 EGRESS 25 SH DBL 25 SH iN S1 DBL 25 SH 2868 _ G.T - /� O v BREAK IN CEILING LINE �^JJ HOSE T BIBB BEDROOM #4 BREAKFAST NOOK MASTER BEDROOM & CEILING r J VAULTED CEILING S' CEILING � N > 14' 4" 15' 0" 3' 0" 2' 10" 5' 6" 14' 0" _ 36" FLAT BAR . TOP ON 341k" o WA 8, 6„ 2, 4„ 3, 6„ o ------- � = n N W N DBL-2068 2668 - - N w T R/SH, i MTE in Z .1 UL 8'. CEILING N in (n DC m -o 0 2 FR/SH = 1 m I• IL-2068 8' 0" F2' ci BEDROOM #3 8' CEILING M HALL 6„ INN 1 W CEILING -R/sH - 1i !O�° v VAULT RIDGE LINE ' DBL ---- VAULT -------------e__.__g(p3S_________\ w o ;r -1 D/W Zg FAMILY ROOM VAULTED CEILING t� t-'- I KITCHEN VAULTEDCEWNG , 6' 8" 2' 1., 2' 71 266 O i R 3 , CV ry0 r0 ;. c w , > LL N I N N �4 I 8' CLG. 3868 N 2' 6" 3' 8" 3- 4" a 2' 2" " 8X4 COLUMN <D 8X4 COLUMN J i 7 0* Lo. To CLG. - 11' 4•" TO CLG. \� 3' S" CEILING LINE 3068 oo _ _ 28 F AIMEVIM11 PTO W HIGH 0 3X4 N ' 42" HIGH A/C in I I ' KNEE WALL PROVIDE PLATFORM FOR M " SHWR 2668 I I W/ CAP HVAC UNIT VERIFY SIZE I WITH MFGR I\ 14 FD 2668 to m N ru'v 4' 2" w 00 a N NO r. 0 W , F i 3' 10" 61104 a 11 12' 2" 3' 6" 5' 6" 1' 7" 10' 1" 1 I 1 ROOM f HANSON BOX WASH = I 1 = TIC ACCESS o o w �. W.I.C" 110 N-1-10"x� d' DOLU-1- 10' CEILING @ 36" AFF I m TEN REQ. 8' CEILING iD 1 _CODE._ _; 10' CEILING DBL-2068 _ GIRDER ABOVE BEDROOM #2 W CEILING (V .-I 14' 8" ' 4" EGRESS I DBL 25 SH OI 7' 4" N in !li�lI IWs i.'' r" :r �4 O • _�S141 ELEV "B" ViAiMWLM 42" HIGH OD KNEE WALL -`vH W/ CAP 10'-0" HIGH WALL 11 DBL 2' 1-0' O" 16"SQUARE COLUMN )21 a "2 CRAFTSMAN EL TION NOTE: AT ALL FRONT ENTRY COLUMN LOCATIONS USE T IIE FOLLOWING: 16" SQ. CMU GAS W/(2) #5'S A.F.F. W/6X6 PO W/SIMPSON ABU66 W/ 6/8" TR & (12) 16d NAILS IN CENTER /COLUMN WRAP SEE ELEVATION F1 IR BASE HEIGHT ALIGN BEAMS WI H POSTS LMUN. DRY 'D W CEILING R/SH 2868 �-r'-,`ram r, H2 BW2 C2 DRYER VENT THRU CWO y501 ROOF MAX LGT 35'-0" &2 N D, NOTE: BUILDER TO PROVIDE 20' 8" APPLIANCE PROTECTION IF ___ I_________, REQUIRED BY MUNICIPALITY, '.ACCESS ATTIC SEE SHEET 4 FOR DETAILS i.LOCATE IN FIELD � 1 R21/21X 54" MIN ------------ 14' 8".. � 6' 0" � 12' S" _ 54' 8" 2 CAR GARAGE 8' CEILING N -- ----------------------- - ------------- , i , , , , , , , MS12 ' , 32 i , H ' 16 X 7 OVEIRHEAD DOOR 16' 0" a1" 4" SCALE,: 1/4" =1'-0" ELE�ATION I'B" 2' 8" in IN a -160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B ',T% +27.6/29.9 B +27.6/-37.0I1. +26.5 / -28.8 O +26.5 / -34.4 +24,8 / -27.1 O +24.8 / -31.1 O +24.3 / -27.5 +23.3 / .26.0 H 0 NOTE: 1 WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WAND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES 6 c WALL LEGEND N FRAMED WALL m BEARING FRAME WALL , ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING `s ATTACHED PER NAILING SCHEDULE ACT AS h SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR €� STUD SPACING AND GRADE. MASONRY WALL m { I TrORR> a .�` Q P "ti N S E. F,p rem✓ ', GENERAL NOTES E j: a6A 'I' N LU 1. R302.5.1 Door from garage into house must bee r it . �u-r- ei minimum 13/8' solid wood door, solid or o aTE c U Z honeycomb steel door, or 20 Minute fire rated door. 2, Bathroom exhaust fans must vent to the exterior of ��� afi • F • •" ���` tIs not ?L he building, bleVentilation shall be space attic ermitted to exit thTO Be! eJ. i t 13 1 pte P I the soffit if solid soffit is installed 5'-0' on each side OF w LD the venting. c 3, R302.6 The garage shall be separated from the residence and It's attic by not less than 1/24nch 0 (12 2.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all w habitable rooms above by not less than 5/8 inch xa (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also E V o �.$ N protected by not less than 1/2 Inch (12.7mm) $ toN gypsum board or equivalent. € u5 m 00 4, R312.2.1 Window sllis In dwelling units, where the ,; �g1 6 ti m � a!opening of an operable window is located more than m Q e.9 ?t Z W $ m m $ 72 inches (1829 mm) above the finished grade or '� surface below, the lowest part of the clear opening" $ 2 W Q o m oiut of the window shall be a minimum of 24 inches a°10% W"' M; vj 1610 mm) above the finished floor of the room in c $ w m' d w LA which the window Is located. Glazing between the 10 Z a H °' Z z o floor and 24 Inches (610 mm) shall be fixed or have g o p 0 0 openings through which a 4rinch-cliameter (102 mm) sphere cannot pass. € °TLC Z 0 r m T s4aga W 5, R308.4.2 All windows within 2'-0" of doors and in m a G - shower or tub areas will be safety tempered glass. : ❑ 6. Ceiling for exterior entries and covered porches to � WWA.FOSENOXOM❑- have 7/16". span rated OSB nailed per zone on 2 Ur m roof diagram nalling schedule or 5/8' COX. x16; Z 0 1X T&G acceptable for substitution. sc M O 7. EC: R402.2.4 Access doors from condttloned spaces to H Z ,i "Illik,. a unconditioned spaces (e.g., attics and crawl spaces) .aIr ." shall be weatherstripped and insulated to a level a equivalent to the Insulation on the surrounding 8. Laundry Note: (Unless noted otherwise) Provide dryer 3 �� - W vent thru roof max. Igt. 35'-05, washer & dryer units '" J (washer unit to be always on left side when facing v o c units) hansoh box @ 36" aff E U ' Ow 9. Ceilings for exterior entries and covered porches to be t V) m 7/16" OSB on underside of roof trusses shall be 9 Lei, zD 0 m bd m R3 attached to all from( ed members with 2x blockl -9m m m U N provided at perimeter. The OSB shall attached w/ 8tl E '-""" w � � nails at 6" O.C. field and 4" C.C. at es or 7d screw c 4 " R shank 3" O.C. field and 4" edges. Vinyl ceiling to be _ attaches t0 OSB per manufacturer Specifications U p * moUD •. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY 24 GULFBREEZE, FLORIDA 32563 3 € DIVISION LOCATION: PORT ST. LUCIE Job Information: 0rro 0 rg d � 3 s ZLO �m di O W N � Z HUM L0 a O .M3 E`D^ Z) c Model Name / Number: 2320 m _ AREA CALCULATIONS N T Plan issue Date: Est FLOOR 2332 S.F. c Thursday, January 2, 2020 t�g KA PROJECT NUMBER: TOTAL LIVING (AC) 2332 S.F. Y 19-8703 GARAGE 4378.F. Sheet: Of. COVERED ENTRY (BASE) 54 S.F. COVERED PATIO/LANAI 200 S.F. m TOTAL AREA UNDER ROOF 3023S.F. FLOOR PLAN (FILE COPY (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. GRADE SEE PLAN g a :• .i' 16" (2) #5 REBAR FM01 SINGLE STORY FIG REINF SEE PLAN=l _F. #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24"' CONTACT FOR OR UNLESS NOTED OTHERWISE REFERENCE FMASW FOR STEM WALL OPTION 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE OPTIONAL CURB FOR '�'I F F VARIES LAPPED MIN. 6" AND SEALED. MASONRY 0 ELEV. 0'-0" 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS W/ (1) - #5 BAR CONT. OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE o....', CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR HBERMESH OR NER-41A FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER& TREATED FOR TERMITES. * f ( 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. 70 REINF. N W/ 3 - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O.TYPICAL ABV. SLAB. HOOKED FOG SEE PLAN ; r DOWELS 17" EMBEDMENT W/ 25' EXT. ABOVE SLAB. ; (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS.. 5 EXTERIOR SLABS SHALL SLOPE 1/12' PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 1/2" = 1'-0" FM02 SECTION @ GARAGE 1/2" = 1'-0" 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX DRY DENSITY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR) IN EQUAL UFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED. FM03 THICKENED EDGE 1/2" = V-O" ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. Ak GAR. FIN, FLR. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE Ri ' 2.STORY: 20" X . 4" CONIC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 18" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" =1' 0" 2x ERG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY GAP. Ib97 FI 0 1'-D" X CONT. 2'0X 2'-0' 2'-W X 2'-S" 31-M x 31-0" 3'-5" X 3'-S' 4'-0" X 4'-0" 4W X 4'-S" 51-0" X 51-0" 6'-0" X "I 1'-0" 1'-0" 1'-0" 11-M 1'-0- 1'-0" V-4" V-4' V-4" 2 #5 E.W. SOT. 3 #5 E.W, BOT. 3 05 E.W. SOT. 4 #5 E.W. BOT. 4 #5 E.W. SOT. 5 #5 E.W. BOT. 5 �05 E.W. SOT. 6 #5 E.W. BOT. 7 #5 E.W. BOT. 2000 7200 11000 1Bwo 21500 28000 34WO 425M 61wo F2.0 ;; 5 FS.0 1 F3:6. F4.0 FA5 F5.0 f6 , 4" 16" 4 " 246 REBAR FM11 1 STEP DOWN BRG. 1/z"=1-0° FM12 I STEP DOWN NON BRG. 1/2"=1'-0" LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING SEE PLAN OPTIONAL CURB SLOPED GROUT W BEE PLAN OR MASONRY AT TO DRAIN 4"x4"x 18" 0 t; P. SEC ELEV. 0'-0" WITH CURB (1) #5 BAR CONT. (G.C. VERIFY) ;0 1774 "1 ' ' F'F. (SEE PLAN) 2 45 CONT. INSTALL LINING " 6 ' ° � 4j - 2 #5 BENT BARS W/ ''a-+" w w MIN. 25" LAP SPLICE MATERIALS PER m W FBC-R P2709.2 + •r +r - z %•` MUDDED FUR. M N • - �- SLOPED TO DRAIN #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2"=1'-0" FM18 TYP. STEP FfG. DETAIL 1/2' 1'-0- ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN. CONTINUOUS AROUND CORNER #5 CONT REINF. cc BY COLD BENDING THE BAR WITH SEE FNO. FOR MIN. BAR LAP OF 25" QUANTITY co #5 X 25" X 25" o c CORNER BAR ONE N E FOR EA. HORIZ.- REBAR, TYP. U.N.O. - (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4' PVC SLEEVE - W/(3) - #5 CONT. THRU FOOTING FM19 TYP. CORNER BAR DETAIL 1-1/2'=1'0^ FM23 TYP. FND PENETRATION 1/2'=1'-0" RIB 6" 6" FM03 F2.5 3 F2.5 F2.5 xx t0 29 8 2' 8„ ' � I m ; 4" PATIO SLAB w Q p, + W/ 8"x8" THK'N ' EDGE 11' 4" Id 6' 0" 2' 8" 3' 0" ' FM03 I 40 --- `---- � N I +. a0 3 FM01 d 5,8 4' 0" 6' 0" 7' 0" 1, 8" 3' 8" 1 8„ 3 TYP. CORNERS I STEP DOWN 4" v I I __- HOSE ; BIBS ; FM01 0 3 I I M I I >ti I I I � I I I I I N III ID ' b ap v I ^ �. FM01 N i DBL ' SINK 23' 4" 1318. 7' 0" NoC v iP , I o "V L 10 4 j I W/0 O ■'; 1 I; I L LAV yO —1 0 LAV - ` J -- / III IIL JI I I 1 F f/A� L� J. 1 f l ■ � f-------- -- ----- ---.---a ILA" I I ♦_/ 1 ■ s/O I' ti ` �1110 11LAV IXF ------ ? 13X4Its . I I I'\i m4¢•O ;ril inI' HVAO I" +III I e �' II Ilu � V. `G I S� i�+ VVYw II 3 IJq IQ i ���� �51` O+ PROVIDE CHASEI MASON TO COORDINATE W/ ; FOR HVAC UNIT i = — ' > 3 BUILDER LOCATION OF ELEC. '0 9' 10" ' ao \P� GROUNDING. SEE ELECTRICAL' `` SHEET FOR DETAILS " 1- .- ..- -------- -----------�--� --.� -�-i m Q`P i STEP DOWN 4" M-------""'------I 1 FM11 n i ■ ■ 14 3 I \ WHI i STEP DOWN 4" i 3FIVIll I - zo 3 So lO I 3 - 1q Uj IL 1 (Yi 1 r I 0 ■ ' ■ ' ' w I I I _ I I 5 r�A FM01 I a d ; a. FM02 3 I 3 - C.J. - - I I � `i FM02 1 I G FM03 1 1 oI I 3 in ---------------------- ------- ----" 4" STEPDOWN FROM ; ENTRY TO SIDEWALK ■ , 1 I I o o 41 0" 4, 0" 00 ; (2) #5. BARS (2) 05 BARS ; HOSE v W/IN F.C. ' W/IN F.C. BIBB -------------- T .................. .. 6, 0„ 12' 8" 2' 8„ y6' p" �`' 8"le I. 14' 8" 18 8" 21' 4" 54, 8„ FOUNDATION PLANT SCALE: 1/4'=1'-0". ELEVATION RBF, 2-1E- G) 0 g `11 Ny yy - 4R iN ik �® Z W }p( An cB�Pm q IX iQ� w $ g W Q SIM Uj W Q �yryo? � � o y z'R m Fp O Q J 'qi o C 0 yam$@ y 0 = 9fss, y dF: S NnMti.FD5EN6COM. ❑ ❑ ❑ Y z W z QQ a c QQ T to w E a Q O w 00 a ~ EC4E W � u W 0 00 F ® ¢T A a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: a / 0 m vN1 O N O w � @ g z W 4) 4) N ° ~ `J v � N TO ' I M N LOL7por a: ��<Umoa o _ p J Lu = SO o w Model Name / Number: -�_ 2320 Plan Issue Date: Thursday, January 2, 2020 � V KA PROJECT NUMBER: r 19-8703 m Sheet: A 3 Of: N f>A o FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,340 x 3 7,020 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,570 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,570 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A" = (.40 x 25,570) = 10,228 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,228 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 168 ASSUMED EDGE OF WALL m •H 2x6 WALL (FLOOR TO CEILING) 2'-8" USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. KNEEWALL CONSTRUCTION N.T.S. 2320 PLUMBING RISER RHG BIBB --- ------------ , I u 4 INSTALL FAN IBOX PREWIRE a s9 � CM r, ® I1 INSTALL FANS ` I BOX PREWIRE " , r r r , CM ATTIC ELECTRIC w. �I INSTALL FANS BOX PREWIRE L.1 INSTALL FAN BOX PREWIRE \ I � r r / WP I, GFI -------------------------------- , GFI ' iGFI , ///DISP GFI l GF ----------------- ^----------------- -- w W=' —I T- 1 1 GFI OR D _ 2C c� t _D�Q_� —1 \ ,A FAN I lu PREWIRE !GFII \ GFI I , I I / INSTALL FAN BOX PREWIRE FOR HOOD / I \ E ` 220 x I Y wGR @ 220W 42" AFF W.H. U " r ATTIC ELECTRIC W "\ IF REQ'D BY CODE a w \-------------- w GFI COACH LIGHT GFI @ FOR GARAGE \ 42" AFF DOOR OPENER ------------------ -------------_-----' � r , PLACE COLUMN \ i COACH LIGHTS ON NOTE: WALL BEHIND WHEN LOCATION OF METER AND PANEL BOX CRAFTSMAN ELEV \ ; TO BE BY BUILDER. IF NO GARAGE SERVICE IS USED , DOOR IS PROVIDED A DISCONNECT SHALL , r \ BE ADDED AT METER LOCATION. , , r .HOSE \ BIBB , r , r , r r COACH LIGHT ` �� - �_ _ _ _ _ . _ ' �� COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "BI' 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. ALLTRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIS (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD., 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 5' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 1S" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR $ SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING {� CEILING MOUNTED FIXTURE 1L u n u n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o 110 VOLT DUPLEX OUTLET CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET w GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT c=i 220 VOLT OUTLETO— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET L= DISCONNECT SWFFCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® ® GARAGE DOOR L.E.D. DISC LIGHT PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 -- 210 COPPER OR 4/0 ALUMN, IN 2" CONDUIT METER MAN DISCONNECT 200 AMP A/C DISCONNECT UNDERGRLOUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODEAPPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO, v- ks9 Nw9 Nco �$ =I W Q-�s U) rm LLI V $aar yam, 8� Z 0'Wi 2 C ®mL 0gmNm 0�O s� E W Q n d a cBFffi .9 O BOO V1 WN`M`�FDSEA'G.rOM ❑ 0 ❑ ") Z m z N O Z m 0 10 z ¢ a J z Y z a 4N $ i � w r ■ 0 DO w o Ln c m t1 � �m C14 E Umo� �Q c vv c ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: N O O N I— N �D Z m W7L U z t m N lLL l0 3 ) U a� z i—YUm L a QJLuZ) oo J m U) (/) Model Name / Number: 2320 VI Pian Issue Date: Thursday, January 2, 2020 KA PROJECT NUMBER: 3.9-8703 Sheet: 4 Of: ELECTRICAL PLAN I VENTILATION = SF / 300 / 2 * 144 = net sq Inches o 12 4e• On' RIDGE VENT 6 ALL ® Overhang distance S.F. of Area to be vented (SF) Total needed for exhaust for upper 1/3 Total needed for intake (soffit area, lower) Number of Off Ridge Vents for upper 1/3 nei LF. of Ridge Vent needed (can be used in co Lineal Feet of Soffit needed to meet re uire Lineal Feet of Soffit provided b' plan TOP OF BLOCK OP OF BLOCK — - - WINDOW HEAD HEIGHT h O Z. LITE TEXTURED DECORATIVE m CEMENTITIOUS COATING �O 25 SH FIN. F 2850 SH _ OF BLOCK 6 B i0 v� (2) 25 SH 2650 SH 4050 SH 48" Off RIDGE VENT 2650 SH LEFT ELEVATION "B" SCALE: 1/4" =1'.0" OP OF BLOCK LITE TEXTURED DECORATIVE in CEMENTITIOUS COATING FIN. R.R. _ 48" OFF RIDGE VENT ■ (2) 25 SH lass DOOR TOP OF —WINDOW HEAD HEIGHT _ LITE TEXTURED DECORATIVE m CEMENTITIOUS 'D COATING 25 SH FIN. FLR. REAR ELEVAT101 SCALE: 1/4" = 1'-0" O LR. 48" OFF RIDGE VEM1T WU CEMENTITIOUS COATING TRAN W/ V E TRANSOOMM ABOVE W OFF RIDGE VEM 12 ALL 6 WINDOW HEAD HEIGHT 34/2 SH 25 SH — _ — _ — - - — _ — _ ULATION _ Li 1 10LI ceded equally for Intake and exhaust 4,12 net scl in / sf 18.00 net s in If 138.00 net sq in / sf 1.33 ft 3023 s.f. 726 netsq inches 726 net sq inches TOP OF B K 0 ro 2650 SH FIN. FUR.—_ RIGHT ELEVATION "B" SCALE: 1/4" = 1'-0" FRONT ELEVATION "B11 SCALE: 1/4' =1'-O" 0 H a � I � I I m v 0 c N yr y� W � I ° \\\\'a\ Trig' ' E O 87 64 ;* a N 5 CV T A s v Q N. d� ga q ® J =ALL w w Y£€� W VQTm1aa� z 02 o� Z'Qa�e LL m aga �g W d� o N g� ao 3 i'- a www.rosENctcan. ❑ ❑ ❑ 6 Z N O Z W . Qo 3 �- o z E d G c W � y a w E E w �cm (6 � V 2 N E w O 00 i7 DO N U oaf R C Y Q 0 O Dp Q HC!NM v � III N C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 QULFBREEZE PARKWAY QULFBREEZE, FLORIDA 32563 a z DIVISION LOCATION: z PORT ST. LUCIE VI Job Information: No c i O 0 y;( X ` m U � � u7 LU o v c N '� 3 m Lo a o J LV � E yCo m cn cn rn Model Name/Number: 2320 3 Plan Issue Date: Thursday, January 2, 2020 w KA PROJECT NUMBER: 1M703 Sheet: 5 Of: NS -B SEE DE1 G.C. TO PR( BLOCKING 1 W/ APA RE( FOR SPAN F 7/16" OSB. SEE "HIP/R BLOCKING" ww ALTERNATE SPAN RATED 32/2.6 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 NIP SECTIONS 20'-0" MAX 20'-0" MAX '. T303 Q EQ. o' W _T 4 FF CONTINUOUS BOTTOM CHORD 'TX" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - o WIDE DETAIL TB01 v '0 COMPLY 4 - :OMENDATIONS- ATING OF DGE DETAIL Q ft Q O X Z. w Q m " _ - Q � V Q O ay � � Q a EQ. TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTB 4 FT. 2 - I � 4 Ff. I O' O xi r I I 4------------------------------------------------ 5 FT, 4 FT. O 5 4 FT. O2 ♦ ♦ 1 ♦ ♦ I I O ♦♦♦ vrO ", 1 OI O _. 11O O11_- 1 ♦ � ♦ ♦' 3 1 ♦: - - 4 FT. --------------- 4 Px O ROOF NAILING ZONE DIAGRAM O NAIL ATBASE 2ROWS @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O,C IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER SHANKNAAILS) NOTE: W/BdCOMMON NAILS @4"O.C. GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7116- OSS MIN. (SHINGLES) SPAN RATED 24/16 MEMBER IF GABLE END OR ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN ASIL' X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8'. 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" 0•C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 1 &32" OSB (2)- 2x TOP PLATE 15/32" OSB BEYOND EXPOSURE EXPOSURE 1 SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET Zx RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM /u u �II II II II II II II IF © �LOOR SYSTI SHEATHING II I I II II II SOLID 2x I I II 11 II BLOCKING @ ALL W � II III II II 11 SHEATHING n 11 III II II .11 EDGES(SEE �~ 0 III III II II SECTION X X) 11 OPENING III II 1 II 11 r - - III - - II II - - 11 It II II II II II -2xSTUDS w w I II If - - II I I I II 1 11 11 II II BEYOND. _ N III I I I II I II II II 11 SEE PLAN o y III I I II I II 11 It I i lilt I I II I 1-I L- II II II II i HORIZONTAL ,d al &\8d G11I �- 2x4 P.T. BASE PLATE BEYOND SEE PLAN a z_ wLL2 FL0a Fr w Fr J 0 ' 67L P X r)`}s�'�OOa3 O In03LL� ]�iwgp~ N W LLm1u AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) Ed NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION x.X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S -'_ CORN Ksc.BDULE FOR:ADAWHOMU-232CELWOW/20'x1O'LamI " PND.ACNAI CONNECTOR UPLIFT TRIES ID OWING POINT CONNECTOR ID DESIGN WING FASRNFR$ NOTES ADFI&O6 AD)8= A088, C1, C3 CS E] EErk LIN .UPLIFT -g;RAID, less HEIA16/PE, iR PSIMFG IB10N (9)1. x 1.1/2" H7 AIR AIE UP-: CSP. ESP, 115P H7P L/R -9'1#"r leis HIDA/PER TRUSS MFG lOAON IS) 10dx 1-1/2" vm L/R -I434Yor less 2jxTslo /.z)HnzO 2610a/162oa 148J Iotl: 1-I/2" 14a1 RDtl x la2'• POS•PUS L/R -980#or less HFDA /RIGA 10409/1040# (18)UAIx 1-1/2" I10110tl v 1-117" c G2, E3; H2, H3 L/R -2t6 #orless. MTSII /PEIXTRUSS MFG 990# (14)10tl a1-1/$" .1 L/R -17754or less (2)HEIAIG/PER TRUSS MFG 2365# (12l lEd ADS, ARIDMER, 001, 003, DER F03 F04 L/R 1522#orI- HEFA16/HUAI6 R"C#/ROTOR 91 lod 1/2" 9 ox 1-1/z^ A13 A15, 803, COLA L/R -851I., :esx HEEA16/H10A 1810#/10409 9 10dx1-1/2" 118110d A 1-1/2" Alb L/0. -1623 Np, 1., (2) HUA161121 HT520 1920#/2620# n)I6d I4OI wdx ,2^ GR2 L/R .1925 Ear lexx S)HETA16/(2)HETAIG 2365R/23fi5R 12116tl 1Gd 10W' L/R -2911 Na, less - 2)HE,A16/MCAT $365N/39fi5N 12) 16d 5/8'•ATR W/ IV EMBED w/.. 122110E x 1-112" SIMPSON SETEPO%Y@ MGi `KQI I/R -IRA#arlesi MTS32/Mn1R. 99O#/SEED 114110E p4@aax la/r' AIGtOWMN,C1' R. �1623 Ror las OTT22 2341p SDS SCREWS 14',AA IAUSS MAN UFARURER'. III I 11.UIR O DATE OF LAYUIIT DATE OF TRUSS CUT SHEERS:_ 1VI6/2019 I = LEFT, R= RIGHT &M= MIDDLE BEARINGS BFMINN L LOCATIONSER MEFEEREoCrEDTOTTRESS MANUFACN5 TRUSS DRAWINGS. -12" OVERHANG @ GABLES U,N,O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION TRUSS LAYO U 11 B„ -SHINGLE LOADING SCALE: 1/4" =V-O" n SIMPSON- CONNECTORSCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR S FASTENERS 06F SYP CONNECTOR& FASTENERS SPF SYP OFRAME TO HETA16 w/(900d.112"OR HTA16 w/(10)10d x 1121 OR MASONRY HETA20w/(9)1Wx1 V911 1810 NTA20w/(10)10dxl 12" 1585 ion ©FRAME TO FRAME H2.&4 w/(10)Bd NA1_8 NAIS 555 RT7A w/(10)Bd NAILS 515 585 © FRAME TO H1GAw/(1S)1Odx112• 1015 1040 m1SAw1(17)1Wx 11W BOB 1020 FRAME H1OA-2w4(18)10dx1 V2"AT2PLYTRUSSES 090 1080 RT162w)(16)iWx11/7AT2PLYTRUSMS D35 1000 OFRAMETO MTS12 wA14)IOd x 110(AT EXTERIOR MTW12wl(14)10dxl 7/2"(AT EXTE00R FRAME LOCATION INCLUDE ) 124 TOENAIL LOCATION INCLUDE 12d TOENAILS) 1005 119E OFRAMETO E MGT W/(22)1W NAILS AND SW A.T.R. w/iT' � MUGT15 w1(28)1W NAILS AND 518"A.T.R. w/ MUGTISEDMEMw/SILS AND MASONRY EMBEDMENT w/SIMPSON*SET"EPDXY M6 9E7"EPDXY 30 4495 TO HT920 w/(24)iW OF IFA tAT EXTERIOR HTW20w/(24)10dx 112'(ATEXTERIOR OFRAME FRAME LOCATION IN (3)12d TOENAILS 12"1310 LOCATION MILEGE(3)l2d TOENAILS 1285 1590 FRAME TO (2)HTS2Ow/(48)1Wx11/2'RTEXrERIOR (2)HTW20w/(4S)1WxI 12'(ATEXTERIOR FRAME LOCATION INCLUDE(6)l 2d TOENAILS 2980 LOCATION INCLUDE(0)12d TOENAILS (EA) 2,570 3080 FRAMETO fir'-2w/(18)iWNA1LSAND(2)SW A.T.R. HUGT2w/(18)1WNAILSAND(2)Y& A.T.R. O MASONRY W12"EMBEDMENEEWSIMPSON"SEf' 1W80 N/1Z EMBEDMENT w/SIMPSON"SET' 7020 97N EPDXY (110174 FOR 3-PLY) EPDXY (HUG" FOR &PLY) OFRAMETO H FGTR W/ (10) Ile IF T SDS WOOD SCREWS 340D 4725 RFUSM(12) ASS WOOD SCREWS AND MASONRY AND (2)12"x5' TITEN HD ANCHOR BOLTS (4)&1"x6"WEDGE�01.1" 7100 (1) LGT2 wl (16)16d SINKERS. J7 FRAMETO &M114"x2-1/4'TITEN2 1760 2030 MASONRY BEE NOTE#S BELOW O. FRAMETO (2)LGT2 W/132) 16d SINKERS &(14) 1/4"x 2 1 W TITEN(2 PLY TRUSS) 33MM 40OD-M (2) LUG72 W/(02) 1W SINKERS &(10) 3100-M 3100-M MASONRY/ 35]0-F 1/4'X3"WEDCffiSq.T (2 PLY TRIES) NWO-F 45M+ FRAME OR (28) ISO SINKERS FOR FRAME OEM9240.E OR (32)1 W SINKERS FOR FRAME (EA) JUS FRAMETO MASOMYI (2) LOTS w1(24) 1/4' x T BOB SCREWS 8(8)3/8"x5"TITER (2 PLY TRUSS) 4730-M 6570-M (2) LLIGT3 W(24) iM"x212"W525 SCREWS 8(4)3Al'x 5'WB(2PLYTRUSS) 6480-M 70" FRAME OR(52) 1W SINKERS FOR FRAME (EA) 5010.E 8960-f OR(66) 1 W SINKERS FOR FRAME (EA) S460d' 7710-F O BEAM TO HU410 OPT HUC410 d(18)iW 8(70)1W G#2680 RD410 OPT HD4101F w/ (20) 1 Sd & (10) 10d G#3080 BEAM NAILS LW1895 NAILS U61 SSG ©BEAMTO HU410 OFT HUC410 w/(18) TREN G#4600 HD410 OFT HD4101F w/(20)1W x 3' G#3366 MASONRY IW X2314• & (10)1Od NAILS UN1800 WEDGE"BOLT & (10) ION NAILS U#850 L2 BEAMTO MASONRY) HU4SOPTFwN;" /(8)1w NAIL3& (12) IW x 23N"MEN (TO MAE.) G0840 U#980 0=00 LWI135 HD46 OPT HU48 w/(6)1W NAILS& (12) IW x 23W TAPCONS(TO MAO.) O#1625 LNN030 (WO15 UAW FRAME OR (12)16d & IS) 10d (FOR FRAME) SYP.F SYP-M OR (12)1W A (6)1GO (FOR FRAME) SYP.F SWIM FRAME TO (2) HErA16 OPT (2) HUA20 1920 1920 (2) HTA16 OPT (2) HTA20 1870 ® MASONRY 1-PLY w/110)10d x 112"OR 2 355 2365 1-PLY w/(10) 1W x 11W OR �W 2-PLYw/(12)166 2-PLYw/(12)16d 14TSM16YO M101HAILSAND(4)1/4W 1/4- 955 1IF, HTWM16.1(8)1 Od NAILS AND(4)1/4'xl 314" 1145 1225 TAPOONS WEDGE -BOLT OFRAME70 N MASONRY OR I OR FITSWO W(10)1W NAILS AND (4) 1/4' IA' BOB 1110 HTWM20 W(10)1W NAILS AND (4) 1M"x13W TAPCONS WEDGE -BOLT 1145 1225 TO HIM W(8) BE! xi 10 RAILS AND (2) aWW OFRAME P MASONRY TITAN HD 7811 B10 FRAME TO OTT22w/(8)1/R xi 112'SDS W000 DTB-TLw/(8)1/4'x1 i/TWS15WOOD ® MASONRY SCREWS AND (1) VZO AEA. EPDXIED w/ IBM 214E SCREWS AND (1) 12" B A.T.R. EPDXIED wI 1510 1835 SIMPSON SET' (SEE NOTE414) SIMPSON "SET" (SEE NOTE #4) FRAMETO HITS W(26) 16d Y212'NAILS AND (1) S T 8 HTT45 w/(26) 16d x217 MAI LS AND (1) ® MASONRY AT.R EPDXIED w/SIMPSON "SET" 4376 E090 5WR A.T.R. EPDXIED w/SIMPSON SET" - 5006 (SEE NOTE 94 BELOW) (SEE NOTE 94 BELOW) RRAImm HTT4 vI/(18) 16d x212' NAILS AND (1) SW HTT45 w/(19) 16d x212" NAILS AND (1) ® MASONRY A.T.R EPDXIED w/SIMPSON"SET' 3610 4235 5l8'6 A.T.R. EPDXIED w/SIMPSON 'SET' - 4160 (SEE NOTE 94 BELOW) (SEE NOTE Ito BELOW) O FROME H1DSw/(Z4)1Wx11/2-NAILS 785 910 LWT1w/(23)SdxIIQ"NAILS 875 1045 ��E0 OFRAME U TO HM6KT WI (4)1/4Nl 1/2- SDS WOOD 700 RTI OM W (9)1 W x 1 10 MAILS 8 MASONRY SCREWS & (51 1Wa 1W TAPCONS 760 (4) IW x t 3/4"TAPCONS 1395 1395 VGT W/(16)im4 . BOB WOOD SCREWS& OFRAMETO MASONRY (1) W-8 AT RE EPDXIED wl SIMPSON SET" 3SB5 4940 ,WIT MIN. EMBEDMENT (2) VGT w/(32) IWX3-SDS WOOD SCREWS OFRAMETO MASONRY &(2) WIr 0 A.T.R. EPDXIED w/SIMPSON 51TU 7185 "SE1"w/ 12MIN. EMBEDMENT VGTw/ (16)1N'x3" SDS WORD SCREWS 8 O FRAMETO HDU4SO52.5W(10) IM"T2 IY2'SDS WOOD 3285 4585 MUGTiSw/(2211W NAIL38HTT65 w/118) 4160 FRAME SCREWS&(1)5/8"BAT.R ININA&Se(1)SWHAT.R. (2)HTT5,md 52)1Sd'WI2" NAILS& (2)HTT45w/(52)i6d"x21/YNAILS OFRAMETO Y FRAME (1)SB"e AT.R.(SEE MOTE#4) 1&7$ SOBO 5(1)SWR AT. .ISM NOTE #4) S005 RGNFRAI f`fTNNFf`TOR N(1TG0 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS I SEAMS wl M 12d TOENAILS. 2 ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER•U.N.O ON PLAN. 3. GC MAY USE EITHER SIMPSON OR LISP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #12"Ne TO TRUSS VERTICAL WE13w/(2) ROWS OF Rod NAILS 03-QC. STAGGERED. S. MINIMUM AIR. EMBEDMENT: S'EMBEDMENT FOR I2"A.T.R.B" EMBEDMENT FOR 5IS"A.T.R B EMBEDMENT FOR 7/8"AT.R. OF AT STEP• DEPTH 18 FROM LOWER SLAB). 5, SCAB TRUSS CI4ORD w/4'-O"2x SYP #2(MATCH CHORD LUMBER SITE) W 0 ROWS W O 4- FROM END &4"O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCHASPOSSIBLE, AO MINIMAL CONNECTORUNO ON FRAMING RAN 1 COrNECTIONFOR ALL ROOF FLOOR TRUSSES TO MASONRYWALLS/ UNTELS/ ICF WALLS UNO ON PLAN 2 CONNECTION AT 24.OR37" CC FENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY. WALLS SEE MEAL F812103 FOR MORE INFORMATION S. CONNECTION FOR ALL HIP JACK(COMER JACK) TO MASONRY WALLSACF WALLSAINTE-5 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32"OC VAX .1(2)AT EACH COMER, G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS Rd(2)12d TONAILS MINIMAL CONNECTOR UND ON FRAMING RAN` 1. CONNECTION FOR JACKTRUSS TOWOOD WALL OR BEAM © MINIMAL CONNECTOR UNO ON FRAMING RAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOWEXTERIOR BEARING WOOD WALLSAND/OR SEAMS 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 24 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R906,1,1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, RNAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL, AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS ® 2'-0" D.C. SECURE J-CHANNEL (TIP 12" O.C. a s 0 0 " ROOF ,H. TYP. f- 0 N D m c METAL DRIP EDGE + m 2 x SUB -FASCIA 0 ALUM FASCIA ~ a vlylkvil ©G.C. SHALL VERIFY SOFFIT. MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" . r�GEN3 '.Fd �.e o C4 V s 879 4 N P)o LV .may gTATE OF v � a L g F AOc DO LLi GO .111 ,R &� Z tlW,�ti�� 8 ~ �NfiUPI a qL " E UPI Q S -LLP2W '8 W P W! 1 Q 9 D- W V D: � "g 1-21 Z EI i o ILJL u75 Z 0�~ $gw ommo org g W Olt <�y a e o 'a e, �a03 6 �V .12. U F- F 'R D WWW.FDSENO-COM ❑ ❑ ❑ m Z N o Z M Q c - Qn 4--E m B W E o gg O w O Ln c m (/) U BN E 2 ®j)p C U) Y �� ¢andm AdEW® Awwd= LaONIkturIEM- FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE Job Information: NO LLLL.1���111��� 07 0 % 10 1 N 0 3 TJ i 0) 0 W AR O TH Ln 0) a N m O0 ON L $ N z F 0 LO 0 S o J 00 (n (n 00 LL Model Name / Number: 2320 Plan Issue Dater Thursday, January 2, 2020 KA PROJECT NUMBER: 1E-8703 Sheet: 6 Of: PLAN B LINTEL BEAM: - Ir 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION OONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 630) FOR MORE INFO TOP OF SLAB • MS021 TYPICAL SHEAR WALL SECTION TIE BEAM W/3000 P.S.I. ;. W/1 #5 REBAR CENT. /—SIMPSON SP I WAS) - IW X 11/2 SP6 OR BPS FOR 2x6 AND 2x8 WALLS PLATE SEE PLAN FOR TOP OF (PRECAST LINTEL- BE] SIZE OF LINTEL) PRECAST LINTEL AEG OAR RECESS ' TRANSOM�OPENING 4FRAME INRLL •� f AROUND WINDOW BY BUILDER SEE ,•; WFOS FOR MORE INFO i. (2) 2X8 WOOD HEADER 4: TURNED SIDE WAY ATTACHED THE FIRST PLY 2XS TO MASONRY WALL W/ SIMPSON MUS26 RANGER 4d EA. END. USING (6) 3/16" DIA. X 13/4" TAPCONS INTO MASONRY & (4) LOCI X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLYTO THE IST PLY W/10d STAGGERED 0 6" O.C. -OPENING N.T.B. MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #6 REBAR VERT, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. t' 2"x 42 SYP/SPF P.T. W/ . (3) 1/2" X S" "J" BOLTS OR ANCHRS OR BPANXIOH4 TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO �] FRAME (EXT/BRG/SHEAR) WALL O MS03 AAAOl KlOV nnnlN CnTlnnl nCTAIi N.T.S. #5 REINF. 20" MIN. LAP BAR q 03 OR#4 REINFORCING BAR #3 & #4 1 AP SPI Iri 25" MIN. LAP #5 STD. 90 EAR HOOK #S 0 #S IAO SPI F SCALE'.1"=1'-0" #E REINFORCING BAR * GRADE 40 U.N.O. "6 e� ICE MSO5I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 1/4-X21A- 12'O.C. 1 2x6 1/4"X21W 12"0.0. 2 2 x 6 1/4° X 2AE" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. u S�E�i --- i a i (2)2X P.T. BUCKS W/ 1/2" O.S.B.TW BETWEEN ; i FASTEN PT a r i NAILER TO ' MASONRY IF DOUBLE 2X NAILER IS USED, r USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. - F.C. EACH SIDE SEE PLAN 0 & GROUT SOLID BAR CONT. RM85 12" LINTEL DETAIL 3/4"=1'-0" GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. 11) #5 REBAR IN 11E BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O, 3. ALL STANDARD LINTELS TO HAVE MIN.. 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. = LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F- RULED WITH . GROAT/U- UNFILLED 5 RE6AR ATTOP R- RECESSED MIN. (1) 'D / CLEAR REBAR BOTTOM d B OF UNFEL CAVITY �FIEBAR ..TOP KNOCK OUT LINTEL BLOCK ` 5 caR 8F16113/1T �o � 1 1 „ GROUT `NOMINAL `WpMOY OF WIDTH d`3 RESAR AT AT #58EBA OF ''.,d" BOTTOM OF NOMINAL TOP o UNTEL CAVITY "CAW OM REIFPoRGNG 7$ 'ACTUAL PROVIDED IN LINTEL OVARIES) TYPE DFSIGNATION S" NOMINAL WIDM GFNERAL CONCRETE 1 INfTFI MATFRIAIS RLNLR41 INRTAI I ATON NOTLS 11 rc precast Ilmels c 8500 psi 1- P IdO NO mans head end bed IprAs. 2. rc p eatresacd iimds =6DOO psi. 2 Shan filled linmis as rapulnfd. 3, grouted per ARM C476 rg=. 3"0 w/ 3 hatell"on of llrW must comply wtm the ardihechrel and/or sruchael drawings. 4. nwdn,. 3/8" sgggr�Gqsa am W to 11" slump. 4. UUntde es msNfsduree with 5In" Wng needles at fire ante to accommodate 5. Concrete maenory m eta Law) per ASTM COO w/ vertical cell MrNrClr�g and gmAft.. minlmum net area csnpmssiwstr-pLd=190O pal. 5. Nl llntals meat or weeei L/3GD wrdw deflector, except llnmis 17'4' and 6. Rebar per AWM A016 Gratle W. orrgar wdh a nomhd Keight a w meat or exceed VIM. Restrasslrg WW per ASTM A416 green 6. Bottom fldd added rebar to be located at file bottom ofthe Total MVW. 7. 2701oev mlaxdiat. 7. 7/32" dweter wlre admps ere.1dad W One bottom epeci for meeharl anchorage. 7/32 wire per ASTM A510. S. Castlnpace comae mry be evvidetl In Compoeb, Intel hllsu of concate. a. Mortar per ASTM C170 type M or S. res"'ryrnh.. G. safe load ratinge based on natlonel desIM al per AM 318 errd AG OW 10. Rade Peewee Approwl Re. t38.1 f1 The exterior sUrIa of lintels 1.9.1R d Inexterior concrete meaonry walls shad hma e coating of.Wcoo applsd In accodanca wkh ASTM C WIL a, otAs eppra"ed ooatng. 12 Un:ale loatletl almullsroouely wkh veknl(gramard.pinO.rd hodmMel Oleterell 'oar. ahcud be ekockad fa CMUM Wedrg wth floe fdbving aR.atlon: AFPfed wrdcel bed y Applied hal[ontal Wad <LO Safe veto.l lead sate hmtrmtel load ' O O O,- O 0 ~,O r r 8RF6.OB/1T 8F8-0B/1T O Qa �:o•: ;a;� O O O O SRF141B/1T 8F16.181 .O. O O a) 0 r0; 'A�; 8F20.19/iT 0 0 O O 8FiF22-1121/1T SF241B/IT 0 O ' ED CID 8F28 1S/ST O O 8F32 IS/1T 0 PRECAST -W LINTEL W/ 3DCM SI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE B R R ANCHORS a`-10° SM. 80 HOOK (TYP-) -� I) E[1 HoOKf iF (9 fd REBAR ON BOTH SIDES OF OPENING U.N.O. ANGLE 3000 P.S.1 CONC. W/1 #5 DI . REBAR to PROWDE KNOCIFOUT BLOCK FOR FIRST COMPLETE CMU COURSE 7 BELOW SILL&FILL SOUR :. W/ (1) *8 BAR FOR ALL WINDOW OPENINGS W-8" AND LAROE 1-4 8"xe"x18" CMU U.A.C. _ 1 :1-1.1 1 1 11- 1 1 1 —kA I LINTEL PLAN SEE FOUNDATION Ski FOUNDATION PLAN FOR LOCATIONS SCALE: 1/4" = 1'-0". PLAN ELEVATION "B" MS01 I BLOCK WALL REINFORCEMENT NTS. ••• ��,T�®fir � 0 v $7 S4 N No * YY"' O 10 3 ST W H �- DO W 5 C"i U)ONO O'D g$ ? W r b"i id tr_ ai am8-� pC ~ Nti a fl W � w tAi Y 1 CC WSJ �$ oo Om � DO O I "y o rD m �£ W Q�d�a Oil BE, c Q ? 5 U J � c W"LRAEAALCOM ❑❑IEggQI��❑ z M N O Z t0 z� ¢r J C m Q a= � W F i � � E *7� D � 0 rmm �M F' c U 2NE - LA 0{ § 0 o � HE�.c t��o Q rnOm DAMS HGM Y) C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GUL.FBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 n DIVISION LOCATION: PORT ST. LUCIE VI Job Information: w a � N M v O N d N TYP. BOND BEAM 8' 8". 16" K.O. G S Z ED (D i1 x x LINTEL BLOCK 0) a) 0) FILL W/3000 P.S.I.LIJ CONE. W/1 #5 DIA. L �, d N (y) REBAR 9 .d1 m N L0 3 INDICATES FILLED CELL FROM FTa. TO w a a . //ay� N U W UiBEALL BEAR N. 1 #5 O j =5 20 O FLU^ W V J V J DO LL Vi Model Name / Number: 2320 TYP. DOWEL 25" � Plan Issue Date: MIN. LAP (ACT 530) � Thursday, January 2, 2020 g KA PROJECT NUMBER: 19-8703 Y � N Sheet: � � Of. o N LINTEL PLAN I SIMPSON HETA 16 EACH END SEE FLOOR PLAN FOR BEAM SPEC. i ICI ll d • ywy i I l l J N N 5 r J 3 ' it c e`e�t3 �ii '� $�• ��`�1y�.. '•.,,• '', _ :J: �, ''ill Tve No 87964 .a S ATE or L B mro�; ess s sA ;��`, •a NOTE: DETAIL CD22 / 8-2 MAY BE SUBSITUTED FOR THIS g DETAIL- UNLESS NOTED OTHERWISE v _ a � v U CD21 ENTRY CMU COLUMN/BEAM N.Ts. -0 v 0 E " a 0 <00 r Lu Z Aso e HM1m LL LL LL BLOWN -IN R-30 INSULATION PER FBC d i W Q� W '6 w '+ NwN ww AND ENERGY FORM SUBMITTED WITH g FY w& W V < F�- a a of PERMIT APPLICATION PROVIDE BAFFLES I} § s Z O a,5g G z o BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) w T sM. 0 tl (� .z" p ~ FBC AND ENERGY FORM SUBMITTED , L2 FIBERGLASS SHINGLES OR y s A 2 y 9 Eo �.. ¢ o 12 WITH PERMIT APPLICATION a; Z rn 5t�'- m SEE PLAN TILE ROOF (PER ELEVATION) o >• °� SEE PLAN PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT ' E W <d o -' o y (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA o J l PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. n r°- • a w+Jw.wsenc.com I� ❑ TILE ROOF (PER ELEVATION) (SEE STRUCTURAL NOTES r 1 OVER APPOVED UNDERLAYMENT FASTENED TO TRUSSES PER ROOF y ,� l NAILING SCHEDULE mp ^_ PER FBCR 905.1.1 OVER APA ) ////���' a` PRE -ENO. WOOD RATED STRUCTURAL SHEATHING TRUSS ANCHOR (SEE PLAN) " l 1 / Z `n TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES '' - — _ SEE PLAN FOR " /VV\:::///` FASTENED TO TRUSSES PER ROOF BRG. HT. $ / ' i Z ' NAILING SCHEDULE) 1/2" DRYWALL ao I J 1 TRUSS ANCHOR (SEE PLAN) FELT PAPER OR P 3 d ' 1 ETAL DRIP EDGETO tLAT � _ m ailiik FACE INSTALLED ON OUTSIDE TRUSS 3/4" P.T. ;' 2X SUBFASCIA �/ Z a (TYP.) FRAME FOR BUILT-UP 3 0 $ SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR (U — 1 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA " �� w12 tMETAL DRIP EDGE �� 6 .� 1/2" DRYWALL CURTAIN NAILER 6 B x s x 16 CO. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. 1 x 4 P.T. @WINDOWS A LINTEL BLOCK KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" �1JU — CONNECT ALL 2x STU 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. n W V) TO TOP PLATE WITH (4) N O.H. W/ (i) #5 DIA. REBAR& AND LATH WITH FINISH D•C. v t/1 c m SSd TOENAILS SOFFIT. SEE ARCH. SEE ELEV. o Cn N 3000 PSI CONCRETE 'E m PLANS PRECAST "U" LINTEL (TYP.) ALL SIDES % i /J \ O \ _ (0 M 1/2° DRYWALL — SEE SCHEDULE °m.° \ NERS FRAME FOR COR- w o o f N Oo O NERS FOR NON LOAD 0 U E SEE PLAN FOR HEADER SIZE u i Jo °° c" BEARING SIDES NAILED c $ .IV v < ptl vv W/ 16d NAILS @ 8" O.C. Rio = N " ♦\ Qa v a o/ C Nam 0 cO \ ° v° OPTION 15132" OSB EXPOSURE 1 ON m o to 4= m O.H. EXT, WALL W/ ALL EDGES BLOCKED. 1/2l' X 8" J-BOLTS MAXIMUM O T - 2X PLATES MAY BE 1 CENTERED \ TY ADDED BELOW THE HEADER W/ EACH SEE ELEV, SEET813 FOR NAIL ATTACHMENT. �� ( ) NTERED EA. ( P.)4 COURSE HIGH A.F.F. s DAMS HOMES v , _ _ PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" /1 SIDE w/2" WASHERS CMU BASE FILLED w/ CONIC a STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL - 1O #5 DIA. (TYP.) w/ (4) VERTICAL RENF w/ MAILS AT 8" O.C. ALL BEDROOM WINDOWS. " HOOKS INTO FTG & AT TOP N REBAR W/ 3000 PSI FLORIDA CONTRACTORS LICENSE NO. CRC1330146 N CONC. ALL LOCATIONS PLAN Al -Al OF COLUMN 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN N SHOWN ON FOUNDATION ai (G.C. TO VERIFY W/ FLOOR PLAN N &FLOOR PLANS " GULFBREEZE, FLORIDA 32563 N N LOCATION OF OPENINGS IN N a € EXTERIOR WOOD WALLS. IFDIVISION LOCATION: '^ PORT ST. LUCIE OPENINGS ARE INDICATED, FULL SIMPSON LSTA30 SEE FLOOR PLAN L w/11-10d TO BEAM FOR BEAM SPEC. sruDs ARE REQUIRED). & TO FRAME BELOW „ NNOL ON ♦ Job Information: LBEDROOM WINDOWS. VINYL FRAMED WINDOW r ell W/ SCREEN WINDOW STOOL A a CEMENTITIOUS DECORATIVE PER SPECS ' FINISH 7/8" THICK PER ASTM N PRECAST CONC SILL N C 926-98A PAPER BACKED FOIL R-4.1 0 INSULATION AT CMU BLOCK WALL v c `O ZX STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM 1/2" DRYWALL MORE INFORMATION). SEE T613 SUBMITTED WITH PERMIT % EXTERIOR FINISH - ¢ 1 ON SHEET 6 APPLICATION (SEE ELEVATIONS) , SY i FOR NAILING INFORMATION FOR m R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR F ( d d WOOD FRAME WALL PER FBC 17" IN CONCRETE - 25" _ '- C 8T P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. ' , 1 AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TrrEN BASE NAILER EXTEND (ACI 530) ABOVE ; W d N SIMPSON HETA20 m WOOD BASE Al 1 AlUILT-UP CORNER MIN 3 2x4 4D ON FOUNDATION PLAN W/1O-10d TO COLUMN ( ) O *' d HD) w/2" WASHER AT 32" O.C. � al WITH PERMIT APPLICATION MIN. 6" FROM END -SEE WS07 SLAB. ALL LOCATIONS SHOWN r Eg m N L � � 2 WOOD BASE FOR TERMITE SHIELD POST EACH END OF BEAM OR 4x4 POST w/ 2x4 UNDER d SEE FOUNDATION PLAN SEE FONNDATION PLAN FOR a TOP OF SLAB SLAB INFORMATION 1 m — _ — -—(`YI►� NOTE. 2 X 4 P.T. PLATE o INFORMATION O FOR SLAB TOP OF SLAB ' O J W r L * � —'= „ ° ', � � *— " •. « =,. BOTTOM STRAPS MUST BE co �. 60 ' 00 INSTALLED ON INSIDE OF o J W y , . GRADE GRADE COLUMN. DO NOT BEND L,, m VI Model Name / Number. (y} v I . N STRAPS UNDER PLATE. ° ° �Q° �r • ?g<° o g 2320 PLACE STRAPS IN FILL .. CLEAN �s w 'SEE PLAN FOR v �4' `a ,'� v " COMPACTED • a o REBAR QUANTITIES •�" CELLS w/#5 REBAR Ir u ° (TYP.)4 COURSE HIGH CMU BASE ♦ Plan Issue Date: FILL ' . :;. ; FILLED w/ CONC - SEE PLAN FOR x SIZE. TOP OF COLUMN BASE - .2 Thursday, January 2, 2020 16" SEE FOUNDATION PLAN SEE PLAN 2'-0" AFF FOR FTG REQUIREMENTS PLAN N AOUNDATION o V1 KA PROJECT NUMBER: a, r 19-8703 n NOTE: DETAIL-CD21 UNLESS / S-N MAY BE ERWITUTED FOR THIS m Sheet: Of: DETAIL •UNLESS NOTED OTHERWISE R _ WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=r-D" WS01 I TYPICAL WALL SECTION - 8" CMU CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE n TYPICAL FRAMING DETAILS FILE COP U C N N i0 V NNN Q C N yLy W Y 0 0 N y� 6 N i C 3 AI L 5 `m e LO Tp °sir > ®♦O N 64 ♦ Q -' 64 PROVIDE 2x4 ON TO 1 N o II7864 ;• OF 2x8 TO BLOCK OUT 2 ROWS 12d @ c 3 * m TOP PLATE ATTACH W/ 3" O.C. UBLE 2x4 6 1 -* c -to (2) 12d NAILS O.C. T OP PLATE (SOLID BLOCK w/ 2x6) r �- S ATE k� '. OF rN m .o�t'^;ry�.0R�.'•r,•?4,,.` 2x4 STUD PER PLAN w srrr`a 1i�; Ate,. 2x4 BEYOND AGAINST 2xB STUDS OP SPLICE a♦♦♦.♦ FL- Tee l7 t a s s u' NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 c 2 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE = SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD n (1) SIMPSONH2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE WZ 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 m NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF E a TOP PLATE TRANSITION 12a NAILS @ 3" O.C. WOAD BEAM SEE c° to '2 t u5 8v ~ - PIPE OR DUCT w/ OUBLE 12d PLAN FOR SIZE SIMPSON HUC410 OR (2) ' ;i HUC230 9 '� I Y TO BUILT-UP COLUMN 2 Z Uj PENETRATION THRU TOP SPLICE 8 I.s'S.w - ` TOP PLATE w/ MORE THAN 50% OF TOP . "r SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-lOd $ A a N g w 11 H Uj qm zLL Li ROWS 12d' PLATE WIDTH INSTALL NAILS @ 8" O.C. EACH PLY $ N '6 j- t Q W V � @ 3" O.C. SIMPSON PSPN516Z 48° ^ 1, (SHOWN AS4x4)g� 9? o ¢ 0: Z Qsya Z o `e" W/ (12) 16d NAILS TYP. MrN, TIO v � O O o TOP & BOTT. ; ;, ;' W (12M16d EA. COL ,^ Z YI f4c g m NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE ALT: (2) MSTAM36 STRAPS TYPICAL BLOCK .' 1, CENTERED W/ (13)-10d NAILS E u,J ry a m d a TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD a WALL 1 Ea TO COL. $, 8 a y I' s �¢ Op SIDE TYP. TOE NAlILS MAY BE SUBSTffUTED W/ 4,. TIE BEAM s ga s (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO F FD3ENc-coM ❑ ❑ ❑ TOP PLATE W 8d 2 1 2" x 0.131 NAILS o * NOT REQ'D. WHEN QT SYSTEM IS APPLIED d NOTE: PLATE LENGTHS MUST BE AT y N ? N mo LEAST 8'-0" LONG. TYPICAL -5 WF17 TOP PLATE SPLICE DETAIL 3/4"=r-o" o —x za `� }"' CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. u, w F D E — o E N? a ------------------ , SIMPSON HUC410 r eLo �� BUCKET SEE ROOF-------'--------) PLAN FOR MORE INFO h U ENE w O p r > �I 00 `, 1 ' 1 SEE ROOF PLAN FOR BEAM SIZE * CRIPPLES MAY/MAY NOT BE PRESENT. c N 1 & CONNECTION INFO itm o m a m VERIFY HEADER ELEVATION m 1� Q a (2) 2x4 LAMINATIONS W/(1) (3) 2 x4 LAMINATN)NS W/ (2) (3) 2 x 6 LAMINATION$ W/ (2) ROW OF STAGGERED ION ROWS OF STAGGERED led ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162", la 3-1/2") OR EQUAL o = 0,262". L= 3-1/2") OR EQUAL NQW% HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL KINGS JACKS KINGS SIZEJACKS EA END EA END EA END EA END LESS THAN 4' 1 (2). (1) 2) HEADER ANCHOR 1 JWA DAMS HOMES NAILED TO TOP PLATES, SEE FLOOR PLAN Lw- HEADER & JACK I FOR COLUMN SIZE & ui ,�� Imm� IIIIIIII n�i �I� - - - BASE CONNECTION INFO - a° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ,� HF&AGDERDE2E RAFTER TIES N0. & SIZE OF OPTION A 1/2"DEB FLITCHPLATE OPTION B 3000GULFBREEZEPARKWAY EACH END SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED = GULFBREEZE FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN T BEAM SIZE CONNECTION INFO 0 DIVISION LOCATION• 1) ADIACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. 51/2" LAG PORT ST. LUCIE x OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENEIRATE AT LEAST 3/4" OF 4) REFFR TO NOS SECTION 15.3 FOR THE THICKNESS OF N THE LAST LAMINATION, ADDITIONAL INFO. 2X CRIPPLES C% 16" O.C. SEE SCHEDULE W/ SIMPSON "' SECTION A -A w v . I Job Information: SP2 TYP 1 WF37 TYPICAL COLUMNS DETAILS N.T.S. TOP AND BOTTOM z-Rows lzd NAILS SCALE: 11/2" = 1'-0" STAGGERED @ 'o 12" EACH a * WHEN STUD LENGTH FACE OR 3-ROWS E O IS LESS THAN 12" USE 12d NAILS STAGGERED rro a) LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 M O STUD WRAPPED OVER OR GREATER HEADER TOP PLATE &NAILED A A ao O 0 FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES o 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO TO HEADER EACH SIDE FILL ALL HOLES _ SEE PLAN FOR _ -. TOP OF BEAM LL m FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) IN DOUBLE2x #2 �. Y a STRAP S.Y.P. HEADER W/ SEE ROOF PLAN o 7 Z m FLITCH PLATE [OR BEAM SIZE & CONNECTION INFO. n a N c U) 10d NAILS p HEADER. (U.N.OJ HEADER. W al o rn 8" O/C TYP. - � - � d y M FILLING AND BLOCKING AS E DOUBLE 2 x 4 REQUIRED FASTENED TO SEE FLOOR PLAN FOR o CO N 3 CRIPPLE STUD HEADER W/(2) ROWS TYPICAL COLUMN SIZE &BASE m m F— U a. (U.N.O.) OF 12d @ 16" O/C UNLESS CONNECTION INFO O J W Z) LO F.F. NOTED OTHERWISE N Q 0 J ' ^ , ^Ol / N/ OVERHANG 2 x 4 STUDS TYP. Model Name Number: • ' •• SIMPSON HTT4 W/ (18) _c 2320 16d NAILS & A 5/8" ui �7 '' .'• •; •' EXPANSION ANCHOR ° ° D Plan Issue Date: ;' W/ 6" EMBEDMENT U.N.O. OPF Thursday, January 2, 2020 I OR 8 1/2" AT GARAGE NlNG STEP DOWN �2 FOR OVERHANGS BETWEEN 5/8" TO 11/2" * * HOLD DOWN CONNECTIONS ,---SEE FOUNDATION .•PLAN a KA PROJECT NUMBER: NOT REQUIRED @BEARING P.T. BOT. PLATE FOR MORE INFO 19-8703 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHWT UPLIFT „5';' rf 7( s MS18 RETROFIT WALL OVERHANG N.T.S.WF09 T oSheet: S—V 01i DETAIL WALL HEADER DETAIL N.T.S. CD11 BEAM `{/ COMMON ATTACHMENT N.T.s. o TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - TO BE LESS THAN OR EQUAL TO 45* ' i MINIMUM 2"X4" CROSS BRACING 1 (SEE PLAN FOR ..-' LOCATION) BLOCKING I Jt� 1 ` c 1 1 ro I I 1 - I U O I N Q ' (3) 12d ' PER JOINT CONTINUOUS LATERAL BRACING- _ ,m 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 w/ (3) 12d @ EACH TRUSS WEB N O SS 3 a TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL d VIDE 2X4 MIN. BLOCKING AT ER LINE OF HIP/RIDGE, TYP. SEACEEN EENH T ENDTO TRUSS TOP Q p,E3LO ro lllt, RD ,�er� 9 stN .^AGE SF. Rat. �°i O ro v CN `- ND 7664 N USS ALTERNATE TO BLOCKING PRE-ENGINEERED OVERLAP TRUSS BRACING t a - _ a TRUCTURAL tE WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP _ �' T A f OF.(.'G.T.SHEATHING`>r PACE : S ` O 2X4 ALONGSRIPPED 2X4 SYP 02TOP q ���~`ADD R , CHORD WHENAIL TO TOP CHORDTO A^ PREVENT SHE- OF HIPPED TRUSS W/ a I" 34FT dSBi1%,SPAN FROM EXCEHIP 12d NAILS @ 6" O.C. 8 MAX 24" SPAN (EIG.I o SIDE OR BOTH IF (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR A m $ o N N m 6 SHEATHING SEE SYP TRUSS BRACING * SPACED AT 10'-0" MAX a c PLAN ro g . IN I N m _ 2X4 BLOCKING w 00 $ .& Z L11U BETWEEN TRUSSES HIP TRUSS 8m'Bi �- a W Q t _ SECT. A A 's m� i 9y"';'� W V> ��5 a s . boo' Z 1B 0 I TB03 HIP RIDGE BLOCKING DETAIL / N.T.S.TB04 TRUSS BRACING OVERLAP DETAIL TYP ) N.T.S. Y �T g - �/� w p m Ct CD j� w n m Z m •' 2i Q S TNC Vl' Q' Uj 1Na�� .76 ❑ ❑ y1°-g5 WYAV.FDSENG.COM ❑ N LQ M TRUSS NOTES: y u z � Z 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED a n z TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY TO 8 SHEETS OF SHEATHING ON ANY PAIR OF CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT o _ EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL V a-4-1m ti Lu LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20•-0' O.C. MAXIMUM. EACH INTERSECTION. E o 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT TRUSS u — 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. EXCEEDS STANDARD HEEL HEIGHT. `m w w DO m C tt,,,,...� //��. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH SEE TYP. TRUSS BLOCKING DETAILS im CO SHEATHING ro w O p 0 o Wc0If: m d 3 TO 4 TRUSS 2x4 AS SHOWN ALTERNATE TRUSS SPACES DIRECTION LO a JQ, _ Q 0�i O b�0 \'W N c� ' DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS"7t;�(2�1NAILS yTFLORIDA OR HCLR/LL IN PLACE OF (4) SOD SECTION TRUSS REQUIRED @ RAFTERS GREATER THAN 8'-0" B-B3000 CONTRACTORS LICENSE NO. CRC1330146 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP LE GULFBREEZE, FLORIDA 32563 PRE -ENO. TRUSS PLATE SECTION B-B TOP PLATE ro n DIVISION LOCATION: 2x STUD WALL PORT ST. LUCIE SEE PLAN d CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. Z y Job Information: VERTICAL SCAB 2X8ll2 (4) 12d WHEN SPF 48" O.C. W/ (4) 12d LANDS*EDO m N NEXT TO PRE{ryG. TRUS® EACH TOP & BOTTOM OR H5 OR LS WHEN HCLR/LL IN PLACE OF (4) 12d 'c B TS12'S REQUIRED & RAFTERS GREATER THAN 8•-0" COLLAR TIE cY C SHEATHIN EVERY 3rd ER2X4 NRAF BLOCWNG BETWEEN CBBEVEL CUTSTRUSSES W/ (2) 12tl NAILS (OPTIONAL)0 EACH END, CONT. EACH BAYB 2X4 SPF W/ (2) #7X31/2" ¢ CmALTERNATING DBWOOD SCREW EACH TRUSS O 0) BLOCKING OR H5 ®48" O.C. LIJN a N PRE{NG. TRUSS E OQ CUNT. ROOF SXEATHING AT TRUSS TOP tYJ N STRUCTURA75HEATHING CHORD AT ALL HAND FRAMED AREAS TYP. O 3 SEE PLAN FOR CONNECTION m ` Se U to 0. B 2X4 P.T. BLOCKING BETWEEN W/ (2)-12d NAILS @ AT AL WOOD 2x8 #2 SYP RIDGE BEAM p O r /•X ' /� DD LL' coTRUSSES V / V) 8'-0 EACH END TRUSS MAX - 2x6 RAKERS 0 2'-0"O.C. N MAX. w/(3)12d COMMON �, V Model Name/ Number; WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2'-0" D.C. MAX W / (3) 1OD 2320 CONC. MASONRY 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM N Plan Issue Date: T & B CHORD BEARING SUPPORT c TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Thursday, January 2, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING a M V KA PROJECT NUMBER; 19-8703 s N Sheet: Of: 0 TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N•r•S^ ROOF FRAMING Q AND BRACING DETAILS FILE COPY �J L f THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 114" 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, EVEI 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE w, 6„ 3" t7 O 3" 3" 3D 71 3" 3" III III E I 3" 6, 6' DOUBLE DOOR W/ SIDELITES pA fE n i" 6„ WACE :VENLY SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE, O M TOP OF SLAB pQ Z 1 - n - Alf ° I IN, Ilo,ll° I f - Ir - Ir 16" MIN. DIAMETER -I g I CONCRETE FOOTING D" SPACE EVENLY i E........ . ................ N \ • SEA ANT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING Pico,`NAILS. 3/a" MIN HEADS.6 PER SHINGLE. Oew %� Roof eedA Saw 7" ovv� 3A Ooorae enosao 29' no SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE _ ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY I TEXTURED, PAINED BEHIND FLASHING LOCATIONS) EXTER. WALL RNISH AND EMENDING A MINIMUM OF 6" ABOVE G" X G" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF SHINGLES 6° %6" H GALV. r FLASHING CON.. FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ FLAB IVG AT ALL VERTICAL WALL INTERSECTIONS \` WITH ROOF VALLEYS & ROOF CRICKETS FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. OTAPCONO SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT 1[7BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 'AA' 1/2" DRYWALL FLAT HD."TAPCON"SCREW THRU THE W'DOW FRAME INTO MASONRY A'' t A' JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X "WOOD FRAME -- BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN --A FIN &SPEATHING BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR. R9na 2&5 DRN EWE. PROM DRIP EOE AT EAVES AND WELLS OH SHINGLE Roofs. OVERLAP TO UE A M"MUM OF 3In (761 SAVE DRIP EDG S SHALL EXTEND Alh BELOW SHEATHING AND EXTEND BACK ON THE ROOF MINIMUM OF 2h. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNOFR THE DNDFRI AYMFVT, a' INSTALLED OVER THE UNDERLAYMENT, THERE SHALL SEA MINMJM 4in W OTH OF ROOF CEMENT INSTALLED On IHE DRIP WU H.NNGE. URA' EDGE SHALL BE MECHM ANICALLY IASTENEU A N.NUM OF 12in ON CENTER. WHERE THE Vesd AS DEInRVINED IN CCORANCE WITH SECTION 1301213 S 110 MPH L1'/T KM/H1 OR GREATER OR THE MEAN ROOF HEIGHT EXCEED$ 33 FEET 110 ( 8 mm) DRIP EDGES SHA.L BE MECHANICALLY FASTENED A MAX NUM OF G INCHES ON CENTQV 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. 1112" MIN. EMBEDMENT --00 WOOD SCREW TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S MIN, 1/40 MAX: SHLM'SPACE Maximum Fastener Spadrg (Iamb$, Head aw",s!. J 57BNb Mankind Bderla View of Rind WhbN Wall Framing: #2 Sprure/Pine/Fir Or SiliconeSaewMinimumPa., 40ad' Oton G Cross Section V iew Y Mnimvm _ S BmnE ElOerior Sheathing Stsi Meaarretobesmtiwowftis3#rtDifriamr NanthemndowsimbMveNmINandwk nand. - - F YOU may avian to predrill the ansallabon holes in the On at this im , #we frWaan stanalmft ft as are notntedissawnfifivVeld I,,*, Step 2 Apply a generous bead of Means to the bedside of the rnounti g rn Use enough s/icona to fitly NI all voids between the Fin and the wort theathhin . Step3 Instant the window aao the opening from the outside, The Window is labeled "hcMe" and ' outside, but IT thew labels have been removed, the gMng bead should always-0e to the heide Of the but Step 4 Install shims under the sit, adjusting th ern uni& the unt Is Plumb in the opening. Shms should be Installed Under the sit every 2 feet. The window should be basically centered in the OPERA19 Sam no more than 1/4"gap between the Window and wall ficieft S Ilwtalla010A1-1)2-scri hnn the comer ofthe an attach end Othe head sti and both' ba Sep 6 InaU the remaining fasteners; in a' increments from the corner screws to the center of each name member. use core not to over - tighten the Screws and planthem through the fin, Also, make" a the screws go in straight and do not muse the flame to bow. Wall framing should be a rranimumof #2 Sprum/Fineinh. Fasteners should be#10 screws ofsulfident.length to down 1-3/0"persetrattion into the wall and no less than ur fro To edgeoticanding. Fastener 4UMT itks seeded In each side of meet, to achieve 8° swan Step 8 If desired, a foam Insulation an be applied to the idedor gap between TIRE window and wall training. If aR✓ued, fhfrrnustbe the NON EXPANDING TYPE rOk M. Step Since these windows aretypimty used In rooms with high manure, is; 6athupolns, it is recommended that the Interior gap between the window and wait framing also be seaed wah stkvne and tooled so as not m Interfere with the Installation of wallboard, ale a trim. Sep 10 Once all construction is complete, remove the bubble wrap franc the inside and outside of the wmday. If necessary, dean The -.--.blacks with a mild detergent and wan Water using as oft cloth. Failure to follow these procedures will void any and all warranties. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment A pp roval # Method Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 4—L— W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS- Florida Metal FtAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off-dd a vent" "FROM EDGE ANQ_4LQ.C, TYPICAL MAX FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYMENTS HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15215 - R3 N STRIES INC#30 ASP LT ATURAT OR" F LT ATTACHED IN ACCORDANCE WITH R905.1.1 FL17206.1 2nd Choice Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice 1 +30.0/-32.0 CLOPAY 73W6 8x7 fL15279.36 Swing Doors: 1st Choice +67.0/$7.0 THERGLASERMA DORP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA TRU-CORP. FLUSH FL20461.19 FIBERGLASS DOOR OUTSWING BE ATTACHEDWITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/ -146.3 The Tapco Group 7" Staggered INSTALLAIT'ON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakesg NAILS 11/z" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16- TAPCON ANCHOR WITH MIN. 11k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO W000 BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL g7676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE I%- INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL18644.3 R3 Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVEA 11/ FL 18504.1 Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16- TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 1i4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. r� 3rd \ihDlCe .Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8° BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP 1H"-20 MALE PANELMATE W / FL16293.1 46 PSF TNT. PANEL MFG. INC. $ een Storm WINGNUTS AT 121h" O,C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT w/ POWERS CALKAN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 QPgl O t tTO,9�#ieo :r`J\�:.\G NSF••"Fs ra �' No 87864 S r fE cF '<u: r , m'•00 F.• >, O fi IA Jai®t""6D SIr§a}4'+A'` N rD 00 �i /R W00 a$ g E B VW o .-I m 7t aF Sk Z m Ci Et IL 01 oB a aG,��4 a w �J VQ -.4 era¢ as ` C' Z 0c $err] 'R �4s 3Mz° gyngV �ENY mmm2 LL m /QTANC �Q b � LU ii nao� Q N gvg g 9 w �WWV-FDSFAG.COM � ❑ I� l ' ) 04 WWW Z c�v (/�, z m Z N a J 0 — 0 Z o to (� ¢ Q y 'I--s w � o E fail NO — N wO w � c m 2 N Rio00 c a ¢mdm A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IVI PORT ST. LUCIE Jobinformation: M M N ro % 0 Do s 0 3 z m Lj 2 0 4) '-1 O 0) ~ m Z t0 ON LE U Lo d J m n n `� b W = S E J m (n (n co Model Name / Number: 2320 3 Tj Plan Issue Date: a Thursday, January 2, 2020 d2 VI KA PROJECT NUMBER: Y 19-8703 T m Sheet: 0 N S-5 O f: MATERIAL REFERENCE INFO (PSL) BILE r.nPV MECHANICALLY FASTEN AS FOI.-D UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior �WEATHER RESISITiVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703,4. A water-realstive barrier Is described as a Pe g BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is Intended to restat liquid water that has penetrated behind the exterior TAPE "� EXTERIOR SELF -ADHERED FLASHING 3/4"-l' BEAD OF CONSTR. SLOPE covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or SHEATHING BY LAPPING DOWN 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-resistve OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, " M1°"eO W1N0p'"% WALL BY 61N. UP JAMB L USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER RESISITIVE SELF -ADHERED FLASHING /� EXTERIOR / CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2Inches / BARRIER SEAL rocs of JohsTs /( ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where Joints occur, felt shall be lapped not less than 6 inches (152 Imm). The felt or other approved materiel UNDER DECKING shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the (SEE DETAIL WP07) SUBFLOOR requirements of the exterior wall envelope as described in Section R703.1. SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions sheathing, shall Include a wateraeelstive vapor-pormeable barrier With a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather RIM JOIST Refer to the number marked as ® in each detail that corresponds to the Grade D paper. The Individual layers shall be installed Independently such that each layer provides a separate continuous plane and any flashing (Installed in accordance with Section R703.4) Intended to drain to the resistive barrier above header to allow for fleshing installation water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barter Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 7 2 t 2 PAPER 2 O 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the waterreelstive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially nenwater-absorhing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW W p 01 SELF -ADHERED FLASHING IWP02 SELF -ADHERED FLASHING W P03 scoring cuts water into the wall cavity or rig framing components. self -adhered membranes y penetration of water to the builds structural frami used as fleshing shall comply with AAMA 711. All exterior fenestration products shell be sealed at the juncture with the EXTERIOR DOOR WITH DECK -SECTION A CEMT FINISH SILU POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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 NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. EXTERIOR SHEATHING RUBBERIZED ASPHALT Minimum) Fluld-applied membranes used as flashing in exterior walls shall comply with AAMA 71.4. The flashing shall extend to the RUBBERIZED ADHESIVE surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may van adjust folding of the flashing accordingly g Y Y. J g 9 9 y to fit i. Exterior window and door openings. Fleshing at exterior window and door Pe g openings shall extend to the surface of the UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight t0 corner g exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. g g - REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOt) Mechanically attached flexible flashin shall Coin p g9 gs comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be installed in accordance with one or more of the following: COMPATIBILITY i RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed in the SELF -ADHERED SELF -ADHERED FLASHING, v ' (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" RELEASE PAPER rO EYPOSE ADHESIVE AS SHOWN) fleshing instructions or details are not rovided g provided, pan flashingshall be Installed at the sill of exterior window and VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the BOTTOM OF THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drain q age. Openings using pan Hashing shall P e r MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. SECTION -A NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered designprofessional. (SEE DETAIL WP02) 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING OO Vl \ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WOMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. v 2 2. At the intersection of chinmeys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE 1 4 O 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER - BOTTOM NAILING 8 SEAL TOPS OF JOISTS UNDER DECKING 2 6 4. Continuously above all projecting Wood trim. FLANGE (SEE DETAIL WP07) 5. Where exterior porches, docks or stairs attach to a wall or floor assembly of wood -frame construction. S. 6- At wall and root intersections. SELF -ADHERED FLASHING W P 04 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK W P 0 5 SELF -ADHERED FLASHING W P06 HALFROUND WINDOW INSIDE CORNER 7- At built-in gutters. „ SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING ..;, 7/8" Cement Piaster Cement Plaster in accordance with In a n a accordance with _ - � ASTMC926 ASTMC926 -- --- SELF -ADHERED - � » - � FLASHING PATCH -. Felt backed metal Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING - with ASTMC1063 with ASTMC1063 DECK PROTECTOR - / Building Paper Building Paper ; . 7/16" O.S.B. ', -- 7/16" O.S.B. •Idd ,� sheathing sheathing DOUBLE �•�i SINGLE JOIST Metal Keep top edge JOIST SELF -ADHERED FLASHING Fleshing Of weep SOre9d SELF -ADHERED FLASHING t 2" below top of 2 -: - 3 1/2" block 3"MIN Unperforated . . 4 Flange 7/8" Vulcum Weep Screed cauk bottom O5 joint only Maintain Metal Flashing Bottom of Unperforated SELF -ADHERED FLASHING 1HO.8362x;DECKJOIST WP07 SELF -ADHERED FLASHING OUTSIDE CORNER WP08 PPLYA LIQUID FLASHING TO THE MASDNRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S R'S RECOMMENDATIONS, Wp09 Weep Screed 11/2"to2" Flange 7/8" Weep Screed INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish o • • o, All inside and outside II EXTERIOR WINDOW UNIT °" needo be miter CEMT. FIN. cut and caulked all BUILDING PAPER Cement Plaster in butt joints need to •ence••o• SLOPE SLOPE with ASTMC926 •o••• becaulked using SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) _ over wood 2nd floor Vulcum caulk for all (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH - 21/2" Perforated "•0 Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o• Screed Plaster over block EXTERIOR 1 st floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 g Note: O The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL N WP 10 SELF -ADHERED FLASHING WP 11 SELF -ADHERED FLASHING W P 12 SCALE: NOT TO SCALE CEMT. FINISH W NDOO HIEAD CEMT. FINISH WINDOWSILL CEMT. FINISH PARAPET WALL the weep screed. *. No 3 I fi Js N g W pv w5 Cm 0 N 00 v W Ldw W �g a Ui w Z 0 _2 C 9ii<6 Z a" �La V woo 3 � o ,A �mm pop O m J $ark Z vI aNaFid a �w W a �Q ) Ev 4 ao5 WWA.FDSms.Caw 1111 ❑ Z M " J Z N M o Z a � d t� V J Z RRa (W' ,Q) f- oC, E u-O Q W o to c m N (6 oM U W N E OO 0 111110 c! ram), c a a DAMS HOMES___ rAA\ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: O O 0 N m z 3� m UJ o eH rnV L a ! rn / z m Cq 101 cc U Lo a- 0JLLIZD S o J 00 (n (1) m [VI Model Name / Number: 2320 VI Plan Issue Date: _ Thursday, January 2, 2020 VI KA PROJECT NUMBER: 19-8703 �, Sheet: W P R WATER PROOF nFTAII Q Of. FILE COPY EGRESS 25 SH BEDROOM #�4 8' CEILING 12x6 lwcd 5" duct 115 7" 12x12 bath to roof cap 9' fan 70 c f m s DBL-2068 N — W � — RSH In _ 8r COLIN x4 wcd� 20 4.. R/SH x M - � m DBL-2068 _ 8" A 4- H 10x10 1Ox6 1wcd 65 10' s" W N 6„ BEDROOM #b3 8' CEILING .1'-1 201111111111111111 R/SH DBL-2068 g" 14xl 8 s" 14x8 1.wcd BEDROOM #2 160 8' CEILING 14' 8" In EGRESS DBL 25 SH CONC. PATIO 14'-0" x 10'-0" DBL 25 SH 12x6 lwcd 7" 1 —_-11-- -18xl8 rag 7' 0" r•1 pi 284I�— G.T. �� BREAK IN CEILING LINE 12x6 lwcd 125 BREAKFAST NOOK VAULTED OILING 7" VAULT RIDGE LINE N `C ILY ROOM D CEIL IN CEILING LINE T 10" d FOYER 10' CEILING iO 3068 w/ (2)1068 S.L & 5020 TRA%. ABOVE C ENTRY 0 n r J 3068 E WALL 891GH 14x8 1wcd IN 2ROOM 0, CEILING 26 SH j DBL SINK 1050 D/W10x6 1 we Z_ KITCHE VAULTED CEILI G w M J EGRESS DBL 25 SH MASTER BEDROOM 8' CEILING i• •• II5 17 both duct •• • •• cap =P,,Afan 7 -,IV pommil I �IM r 8x4 lwcd u • • : s� 25 i J1 � 5" bath duct - ljo m roof cap •• ACCESS ATTIC LOCATE IN FIELD I • to roof cap w/dryer vent .. ♦ GARAGE 8' CEILING 00 s = I 1 3.5 TON W/5KW @240V 1PH 18xl3 plen platform by Z-1 bldr 16 X 7 OVERHEAD DOOR FLOOR PLAN SCALE: 1/4" = 1'-O" ELEVATION "B" AREA CALCULATIONS 1st FLOOR 2332 S.F. TOTAL LIVING (AC) 2332 S.F. GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI 437 S.F. 54 S.F. TOTAL AREA UNDER ROOF 2823 S.F. v s 0 � O s < — S Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.