Loading...
HomeMy WebLinkAboutBuilding Plans1 TERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACH EMENT R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WA TER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTI VE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OFTHE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. MASTER REVISIONS DATE DESCRIPTION STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA CAST IN PLACE CONCRETE CODE CRITERIA 1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS) A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) 4. CONCRETE COVER MIN. 3' WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70w14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 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 - (ACI 318-14) THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS 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) A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST 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 USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON PA PLYWOOD DESIGN SPECIFICATION 2012 EDITION LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL- 2015 EDITION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. 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 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 OF THE 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 MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( Pm = 1500 PSI)2. DEFLECTION CRITERIA MORTTO ASTM 3. COAR9 GROUT SHALL CONFO MSHALL BE TYPE "S",NFORMING TO ASTM C476 WITH A7MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 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. 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 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 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 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 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CPS 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 4OFT SPAN 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. •*i TL MAX 1/2" 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. it. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 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 FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY Of THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD 10 10 10 10 TOTAL (PSF) 37 37 45 55 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) - VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR ONG REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: GENERAL FLOOR LOADING ROOF IOR OR OSB FLOOR OSHEATHING: T&G ACECK: PLYWOOD G ROUPEI PA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL 1 OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING -GRADE LUMBER AND ITS FASTENERS' AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABL€: STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEC MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) 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) S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT 0ANY POINT ALONG THE TOP. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. MORE INFO. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-OAS 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 HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 0 50 (+) 24.8 (+) 24.8 a 0 (-) 27.1 (-) 31.1 e ! Qs 0 Y (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+J 23.3 (-) 27.5 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES INDEX OF DRAWINGS SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: E I DE BUILDER R NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY SUBSTITUTED T BE B STITU TED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. it is the Intent of Designer/Engineer listed in the tltleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed 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 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32' LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 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 Designer/Engineer are not PRIOR TO BOND BEAM G THE POUR.EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). 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 information found in these documents. An questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2'A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, 10BSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found i these plans should bea directed to our Quality +, MASONRY AND (7}lOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS 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 Assurance Manager at 321.972.0491 immediately. No backcharges MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1112" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS 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 will be considered for reimbursement by the Deslgner/Engineer PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER without advanced notification and approval by the 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. Designer/Engineer. Payments will be made in accordance to the - MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. 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 SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. DAMS HOMES Of Northwest Florida 000 GULF:REEZE PARKWAY GULF:REEZE, FLORIDA 3ZZ�.;3 MODEL 1755 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 2, ILE COPY JUr ST. Lucie County, Pern C�,' G a N `s gag F �i ro goo s1 yim^z �+ ®yE a _a ¢pLL Q �,gg^vvlLh w � Vi y F yy O Q yy Z�Z a¢ O g"�yg rymSm� mm0 a e�$ 0 d < o m g$ w .MSaG.omf ❑ ❑ ❑ U M Z � m 1) z M 8 W Z a QN Q `o a am s n' Z n �JJ v_ n,f6 w 1` WU Q (n C m N U N E W Opp RifN _ U � C) G 0 J7 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO, CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE ITI Jab Information: rf 00 O Ld i U 011 N zI---YUm M a O J Lu Z) JMWCISLo Model Name / Number: 5 175 d Plan Issue Date: a Wednesday, May 20, 2020 9 mV K6 PRO IFr.T NI IMRFR- d v x 20-3001 T n Sheet: Of: a N t m COVER SHEET GENERAL FOUNDATION NOTES 1 PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICALABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 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 LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE GRAVITY MARK SIZE DEPTH RGNrORCING (AP. Ilbs F1.0 1'-0" X CONT. 1'-0" 2 #5 E.W. GOT. 2000 52.0 2'-0" X 2'-0" V-0" 3 #5 E.W. DOT. 7200 F2.5 2'-G' X 2'-6" 11.0" 3 #5 E.W. GOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. GOT. 156DO F3,5 3'-6" X 3'-0" 1'-0" 4 #5 E.W. GOT. 21500 F4.0 4' 0" X 4'-0' 1'-0" 51k5 E.W. 807. 28000 F4.5 4''8" X 4'6" 1'-4' 5 #5 E.W. SOT. 34500 F5.G 5'6' x 5'-0' 1'-4' 6 #5 E.W. GOT. 42500 NiA 6',0" X6'-0" 1'4' 7 05 E.W. GOT. 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 2" SEE SHEET 3.1 FOR DETAILS AND SCHEDULES 3" VTR 1755 PLUMBING RISER GRSL FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & "B" JEWE® FOR COMPLIANCE JCIECOUNTY BOCC m LD I fff/,Tf, 4' 041 �Cj •Cj i - NO. VIC 873`Y04 e*: * 04 Rs °"° sTrTe c N 3 00 s €� F. +'000 5 8 4k 0 m ii LL ° M'Aryry ;�s�iw � a�NLL2 w W N ¢yygg'�g CI �g°m5 a a z qm3�. Z�N a zp g o z $ C, S W m5 m m � o�'�yy. '..Zn—a d a LL @ 229� 9 00 r § '� WWW.PDSENQ.COM ❑ ❑ ❑ M ��// O Z N O Z M p Z O ao � ^ a `� — Y z pq6 ` U-) Q W V � 0 w p (A W OO E �P ®< C)om am 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: M� li 0 I_ w °) L m \ GO CNLD 3 w i z H U CO M a 0 _3 Li Z) 00 J M U) (n IVI Model Name / Number: 1755 ♦ I Plan Issue Date: Wednesday, May 20, 2020 TT KA PROJECT NUMBER: 20-3001 Sheet: 3 Of: r� 4" FOUNDATION PLAN BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFF MARK SPACING SPECIES CAP-WinNO TOP BOTTOM BW1 16' (2) 16d TOENAILS (2)16d TOENAILS SPF UPLIFT BW2 16" SP2 W/ (6}lOd SP1 W/ (6}10d SPF 402 STUD, (6)SOd PLATE STUD, (4)10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803. STUD 6 16d PLATE STUD, (41 10d PLATE NO BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (6YIOd 16" STUD, (6)10dPLATE STUD,.(4) 10d PLATE SYP 439 (2) SP2 W/ (6) lOd SP1 W/ (%10d BW6 16" STUD 6. 10d PLATE STUD, 4)10d PLATE SYP 878 NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BWS SP2 W/ (6}iOcl SP1 W/ (%iOd 12" STUD, :(5)10d PLATE STUD, (4)10d PLATE SPF 535 BW9 (2) SP2 W/ (6) 10d SP1 W/ (6}10d 12" STUD, (6).10dPLATE STUD, (4)10d PLATE - SPF 1070 BW10 12" (2)16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6}10d SP1 W/ (6}10d 12" STUD, 8 10d PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SP1 W/ (6YIOd 12' STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE M803/S-1 FOR NO UPLIFT CONNECTORS BRG. WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION ' -. '..' ^;-•-" :- - PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO. EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ :. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD wax O.C. 7/16" OSB 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 "BW IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" DES PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE SW1, SW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lp) C1 (3) 2 X4 #2 SPF (4) - 16d TOENAILS 0 A2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2- WEDGE ANCHOR* & (8) 1/4" X 1 1 2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) -16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1 2" 2145 SDS SCREWS 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR* * G = 6665 SYP POST & (12) - 16d NAILS U = 2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G =12000 SYP POST & 112) -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 C8 3.5 x3.5 P.L. I -SE Fb=2400 PSI HDU5-SDS2.5 W/ (14)1 21/2" SIDS WS & 5/8" EPDXY 4" x 5645 (WOLMANIZED .IFEXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5 SDS2.5 W/ (14) 1/4" x C9 1.8E Fo=2400.PSI 2 1/2" SDS WS & 5/W EXOPY 5645 WOLMANIZED IFEXT. ANCHOR, ORATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF E(T.) ANCHOR, OR ATR*** Cil 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDUSSOS2.5 W/ (20) 1/ 21/2' SDS WS & 7/8" E " x OXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDUBSDS2.5 W/ (20)1/ " x C12 1.8E Fb=2400 PSI 2 1/2" SDS WE & 7/8" El OXY 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 #10R SPF #2 UNO ON PON. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6- EMBEDMENT FOR 5/8" ATR S' EMBEDMENT FOR 7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN. THE PLANS I COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. /LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING Sd 0.131" X 2 Jh" OA31" X 2IA' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF& WALLS I.Od OR 12d 0.148" X 3" 0.131' X 3" SEE PLAN BLOCKING & TOE 0.14S" X 3'A* 0.131' X - 3'A' NAILS & TOP PLATE 12d OA48" X 314" 0.131" X 3'A' 8 O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d OA48" X 3" 0.131' X 3' a- O.C.(COMM N) STUD PACK 6" O.C: GUN N IL COLUMNS 16d 0..162' X 31h' 0,131" X 3'A" (2)16D(COMM N) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK SEAM 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 12) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE, NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU - O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" - CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR 12) BEAM TOGETHER USING 12) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 11 1/4' LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 3.1/2' SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) - 13/4' x 11 7/8" .LVL .2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. (2) -13/4" x:16' LVL 2.OE Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" D.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM' NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT. TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE#5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) . 1 3/4' X 11 114 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 11Z LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) - 1 314" X 9 1/4 ATTACH,, TOGETHER W/ (3) ROWS 1/4" X 3 11Z LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 18" D.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2X4 WALL 2X6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA, END EA. END 1'-0' - 3'41" (1) (2) (1) (2) 4'-0"- 9'-0" (2) (3) (2) (2) 10'-0" - 16'.0"` (3) (4)' (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.D. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF. SEE PLAN co z N I I 16"e' I (2) #5 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR 'STEM WALL. OPTION 8' OPTIONAL CURB FOR '� FF VARIES MASONRY @ ELEV. 0'-0' "- - . ' - - - W/ (1) - #5 BAR CONT. F •� REINF. IN 2 STORY: 20" X 20" W/ (3) - #5 CONT. SEE PLAN • (2) # 5 REBAR BEARING FM07. I SINGLE STORY F1"G 1 1/2"=1'-0" IFMO2 I SECTION @ GARAGE 1/2 =1'-0`• I REINF. SEE PLAN 8" (1) 95 REBAR I CONT. FM03 THICKENED EDGE 1/2" 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE. OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF'. ` RECESS & PITCH DRIVE N �'' ,' • 2 STORY: 20" X 20" 4" C.ONC. DRIVE W/ 112" EXP W 3 - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 2x BRG. WALL 2 STORY: 20" X 20. (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) EEPLAN 4" 245 REBAR = 1'-0" I i = 1'-O" I I FM11 STEP DOWN BRG. 1/2 =1'-0=1'-0" OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" 0:udl SEE PLAN ELEV. 0'-0" WITH 8. CURB 0* t) TYP, SEC. (1) #5 BAR CONT. - (G.0. VERIFY) m Z i••"•i i i F.F. REINF. 1 (SEE PLAN) li r 2 #5 CONT. i INSTALL LINING '' ` - 2 #5 BENT BARS W ' *. vZ�. `* W U / MATERIALS PER w w FBGR P2709.2 MIN. 25" LAP SPLICE m m - ; MUDDED R.R. 16" •;�=e SLOPED TO DRAIN MIN. _ #5 CONT.I FM14 SECTION @ RECESS SHOWER 1/z"=r-0" FM18 TYP. STEP F1'G. DETAIL ALTERNATE: ' THE REINF. BARS SHALL BE GRADE REINF. I CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR 1 MIN. BAR LAP OF 25" QUANTITY 1 OD #5 X 25" X 25"� CORNER BAR ONE R E ) FOR EA. HORIZ. I REBAR, TYP. U.N.O. a ' - - - - (2)#5 REBAR I 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. I FM19 TYP. CORNER BAR DETAIL 14/2'=1'o- FM23 TYP. FND PENETRATION 1/2"=1'-0' I STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARSCO G (0. d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) " LLA'-0"-2'-0". 8"10" 16" 20" W/ (2) #5 BARS EIN >2'-0"-3'4 SO" 10" 20" 24" W/ (3) #5 BARS .>3'-4"-4'-0" 12" 12" 32" 32" W/(4)#5 BARS " >4'-0"•5'-4" 18" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 @ 18" O.C.TRANSV. SEE FOUNDATION PLAN C FOR F.C. SPACING ABOVE f SLAB LEVEL EVIEWED FOR DE COMPLIANCE LUCIE COUNTY BOCC ILE COPY NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL ' + BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SEE CHARTNTERSECTIONS, -MAX F.C.F.0 ' i � SPACING STATED IN SCHEDULE E SPACING (O.C.) C.) TO BE TIED TO #5 , " ° "� 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND � CONT. REBAR CONT. ERT. F.C. ABV. RON. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND ; (1) #5 HORIZ. CONT. TIED TO PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EA. VERTICAL REINF. BAR rc NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0' INTO SLAB/. STEM #4 TURN BAR 0 STEM #9 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO - WALLS GREATER THAN CONSTRUCTION FOR MORE INFORMATION 4'-0' (1) #5 HORIZ. CONT. TIED TO 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK EA. VERTICAL FILLING IS TAKING PLACE RN GRADE 8" MIN. I v .c. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" " TO TOP OF „ : s' �. „ - 18„ h * A.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" STRIP FrG. e "; I C. TALL (TYPICAL ALL CORNERS) COMPACTED CLEAN FILL " " - m! : .* S.IF STEMWALL IS WITH IN 5'-0' OF POOL OR WATER FEATURE FOUNDATIONS 1 IN MAX 12' LIFTS , STRIP FIG. W/ QTY OF "MIN. COVER *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. - j REINF- PER SCHEDULE O b 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE c (a SHOWN) PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 2 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0' TALL c FMASW I STEM WALL SCHEDULE Nrs 87B64 :�J^• AIF �v. � ty0 '✓i 1. ,'' S4 li 21.191 R t' (Ip -1 sp 3 L c �12 DNF 33 0 ��$Sg $$ N O it ¢ii d 41 W Ai H181� ZI& 5 3 2 O "Es, 13 W'=�m a m C, ■ m 5# � IL i 60 O N I. S Z 0o9 m g .a YAYY.F08FNG.CON ❑ ❑ ❑ Gm �. 0 Z a a �o a LL - � r tD ft3 rL ~ Wo W p c m C) GNE Q m o m 1 4 W DAMS HOMK =9 mom FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: `O 1 W O i U M J ` Y w D eH CN z (y) Q J Lu Z) ib o ♦ Model Name / Number: 1755 ♦ Plan Issue Date: Wednesday, May 20, 2020 VI KA PROJECT NUMBER: 20-3001 Sheet: ■ 3 1 of: °I SCHEDULES & DETAILS 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 = 1,760 x 3 = 5,280 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. = 33,830 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 23,830 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 O 100% = 10,000 + 40% OF' A" = (.40 x 23,830) = 9,532 + 100% OF "B" - (20,000) = 20,000 TOTAL WATTAGE = 39,532 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL 4 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. - ------ INSTALL FAN ' BOX PREWIRFF,. � GFl INSTALL FAN BOX PREWIRE 6� 1 W ' CM / I =� ® / TO BE LOCATED 1 PREWIRE I I / GF _ _ _ _ _ WITHIN 36" HORIZONTALLY / v OF THE PEAK, BUT NOT 1 , CLOSER THAN 4" / GFI VERTICALLY TO THE. PEAK. \ EAK OF VAULTED CLG. \ 1 Q ______________ /I dt 0 J ' CIRCUIT \���yyy � � FOR MICRO FOR Geh' l D/VJ (l} , \ ' d 7 I I GFl 1 I T / C RE ATTIC ELECTRIC I I ' IF D ' BY CODE - GH,'I / a ---- 220... CM I , ' I I 1 1 1 `- W.H. I I I �rl I Y1 I I 1 1 I GFI -----------------------' .., 220 GFI C& 42" AFF 171 � G a. I � I 1 I DOOR \ BELL WP ` GFl o w ATTIC ELECTRIC \ IF REQ_D BY CODE m� az U ;- CJ n¢, : NOTELLJ LOCATION OF METER ANDIPANEL BOX / W ul TO BE BY BUILDER. IFNO,GARAGE SERVICE _' COAC LIGHT DOOR IS PROVIDED A DISCONNECT SHALL / BE ADDED AT METER LOCATION. �' I Gs 'i . 42" AFF GFI 1 / FOR GARAGE DOOROPENER / "-----------------------------------------------• , 1 I I I / , 1 , I I , , NOTE/ BIBBE KEEP COACH LITES OUT 'rBANDING, QUOINS, AND OUND COLUMNS WHEN / POSSIBLE. REFER TO ELEVATION FOR TRIM. COACH LIGHT -- - — - '-- COACH LIGHT INSTALL FAN /BOX PREWIRE I' ;� a c� LA 1NSTALL FAN llllll..................111111BOX PREWIRE \f^i INSTALL FAN t>r.l BOX PREWIRE a ELECTRICAL PLAN SCALE: 1/4" = V-O" ELEVATION "All & 111311 BIBB WP GR ELECTRICAL NOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 35" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE, 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT L. 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 FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED 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 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR AWASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR 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-0i f0 TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET ° CEILING FAN 1.10 VOLT SPLIT SWITCHED OUTLET W GROUND FAULT INTERRUPT '2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET 9— DOOR BELL ItSPECIAL SERVICES OUTLET D0 F DISPOSAL RT.V. CABLE OUTLET L-= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING F BOX .JUNCTION Wp WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING ( `T®' BATH FAN W/ LIGHT C INTERCOM SYSTEM L.E.D. DISC LIGHT ® GARAGE PUSH BU VIEWED F OPTIONALOVERHEAOSERVICE IVERIFYFNALAMPSNEEDED I �OCC SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200=2/O COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN r DISCONNECT A/CDISCON��E CC 200 AMP UNDERGROUND SERVICE BV 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 # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH 6) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. _��s; 0 N 0 N (5 N m m N O c c EE " NOD m a j # u 0o I UI OaFIS� � LL p�r8ma G 'Fli €' Q�¢V;19a103 I W yw 6� ly W Y �aS°m8 W�Cm K m ZgO m o��yyg = d Qa y�A LL© C ¢� y g s '9 W W.RISENG.CGM ❑ ❑ O Vr In 0 yz N o m z ro Zw ¢a a a _ U W E V w � ^ (p ing 6 O c m� 5 n ° (6 m U eNEe o � ANI ADAMS HOMUS FLORIDA CONTRACTORS UCENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE B Job Information: a o N v O FL �Lo e w O = 0) O > N Y � m V 00 o vi N OJLu a o w y J M (1) (n Model Name / Number: -�� 1755 VI Plan Issue Date: Wednesday, May 20, 2020 FTj KA PROJECT NUMBER: :220-31001 S °' Sheet: �IS Of: IN TL 4 6 ELECTRICAL PLAN I BF TOP OF BLOCK WIND O HEAD HEIGHT 0 80 ;0 iD FIN. FLR_ 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48' OFF RIDGE VENT 48" OFF RIDGE VENT TOG OF RI neK RIGHT ELEVATION "A" SCALE: 1/4" = 1'-0" 12 6� TOP OF BLOCK D � _ _ WINDO N. LR. HEAD HEIGHT _ 25 SH (2) 25 SH WINDOW HEA LITE TEXTURED DECORATIVE CEMENTITIOUS COATING (2) 25 SH (2) 25 SH HEIGHT ;0 FIN_ FLR o OD _ 2868 PATIO DOOR REAR ELEVATION SCALE: 1/4" = 1'-0" 16" X 30" DECO VENT TYP. ® 1TFT"FRIEZE ' OF BLOCK _gg�LSQIB:- 0 in FIN. FLR._- 9 25 SH )CK TOP OF FLAT ARCH ® 8'•8" VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust "it product provides 4.12 net sq in/sf. Rid a vent provides 18.00 net sq In / If Off ridge vent provides 138.00 net sq in/sf. Overhang distance 1.33 ft- S.F.'of Area to be vented (SF): 2455 s:f. Total needed for exhaust for u.Eer 1/3 589 net sq inches. Total. needed for intake (soffit area, lower) 589 net sq inchesr Number of Off Ride Vents for u er1/3 needed 4... L. F. of Ridge Vent needed (can be used in combo with 0RV) 33 U neal Feet of Soffit needed to meet required 108 Li heal Feet of Soffit provided b plan 190 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RAISED SMOOTH CEMENTITIOUS E RETURN 2'-0" OF B _FIN. FLR. LEFT ELEVATION "All - SCALE: 1/4" = 1'-0" REVIEI pry, CODE CL',.: ST. LUCIE, BOC:C FILE C®PY' OF BLOCK -4/8 RAISED TRIM 35 SH 35 SH 9 ,�®®tttiiforf1F, eat � TOI4/f�" <. CN CN m in segg W m n c e01 �m F in c0 J00 iJF 0 6 LL LL mmm a Q aNe as 8 eLLa_@@p c`Y p a F2� 2 C GJ O P m ° w w .FDsema.coN 000 0 v Z N O Z Cv a Q c Q � Q c z o I've J}E w F /^i C E `v � O c m S�m� n� c u�a o �Q Q o)oRb 4.11111 '.. r A GAMS HOMES c FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a t DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 00 z �LO LO W L 0) M J W Y z N 1-- E m V OJLu N-' 00 o LL Zj co w r � a� J VI Model Name / Number: 1755 VI Plan Issue Date: Wednesday, May 20, 2020 jVj KA PROJECT NUMBER: 3068 DOOR W/ 2 1068 LITE TEXTURED DECORATIVE TRANSOM ROVE CEMENTITIOUS COATING FRONT ELEVATION "All TRANSOM ABOVE SCALE: 1/4" =1'-0" Sheet: ELEVATIONS -A Of: SEE DEI G.C. TO PR( BLOCKING 1 W/ APA RE( FOR SPAN F 7/16" OSB. SEE"HIP/R BLOCKING" 0 W a_ S ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING '. 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32-.) IF 1 TB03 USED, THEN THE ALTERNATE IS NOT REQUIRED AT HIP SE EQ O' W Q CONTINUOUS BOTTOM CHORD X. BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04- - o WIDE DETAIL T801 y: 0 COMPLY 4 ;OMENDATIONS- ATING OF _ _ q DGE a - -_ - DETAILul - - - - uj O b V c q X >y O 5/32" IS BLOCKING CTIONS w - _ - - EQ. TOP &BOTTOM CHORD GABLE END BRACING 0 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) "r BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FT: O l_______________________________________________________ I 1 I - 4 FT. 1 �' 0 3' 1 2 2 I A---------------------------------------------- 5 FIT. 4 FF. 0 O I O 5 - 4FF. --- -O2 O CIA. O3 O1 1 1-- O 4 FL. f------------------------.. O O -- ---``- ,--_ O 4 FF. O O 4 FT. O3 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4'O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: Q NAIL AT TOP PLATE TWO ROWS@4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE L• 8d RING SHANK NAILS @ 6".O.C. ON EDGE AND 6" O.0 IN FIELD NAIL INT. AT 3" O.C. W/ Bd COMMON NAIL ZONE 2:8d RING SHANK NAILS @ ZONE 3 8d RINGS SHANK NAILS 4" O.C. ON EDGE AND 4" O.0 IN FIELD E@ STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: iF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/Sd COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOT W/ 8d COMMON NAILS @ 4" O.C. 7/18" OSS MIN. (SHINGLES) SPAN RATED 24/16 GO (2) 8d NAILS 0 W O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE:) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN A31" 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 S PREFAB ATTACH WALL SHEATHING W ALTERNATE PANEL WALL SYSTEM / RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13 4"STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE THAN 1 8" 15/32" OSB (2} 2x TOP PLATE 15/32" OSB EXPOSURE/ EXPOSUREI. BEYOND SHEATHING, SHEATHING N 1 II II fl II 11 II PROVIDE I 11 BLOCKINGAS II. II. REQUIRED PER o SECTION X-X IF 11 NOT FULL I I I I HEIGHT SHEET II II II II II II II II ® LOOS SYSTE W LSHEATHING 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 1/2" N I I 11 - - IT- - -R - I IJ II II II I II II 11 I SOLID2x BLOCKING @ ALL = W III II II II 11 I SHEATHING In III / I I I I I II EDGES (SEE J Z 111 I I II I I I SECTION X-X) �- III 11. III OPENING II II I I - - - - II I II 11.. II II III - III II II 111 I1 It 11 1 II I II II II 2x STUDS w w _ _ I I II I BEYOND. y IN I1 II I II f II II II I SEE PLAN NI z III I I II I II II I I I II II I II II II II 0 W z W cL 0 � J W ILL7 Q0So Nw00 LL N LL 2x4 P.T. BASE PLATE BEYOND A. HORIZONTAL SEE PLAN WALL ELEVATION DIAGRAM TYP. U.N.O. 'IS'. - NAIL SPACING AT ALL PANEL BLOCKING LOCATIONS MIN 2X 4 #2 SPF 4 TURNED VERTICAL W/7116" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS@ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOC19NG AS SHOWN. BOTH ARE ADEQUATE TS13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.Ts. Aiv DurruNl L.uw1v1N i MANUFACTURER: T R='RIGHT & M =MI DDLE [-O CONNIE HETA16 / PEI H2.5A/PER HETA16, GT2 / 10mlI�I�I�I�I®I�I�MEMO \imimimimimimimI him I�f Iri 11� 0 • ■1 I ,I..IIII ■1 ( II ■1 �1 LLl�18�1�I�Ie�I�NI� ► ■1 �1� GEOS S4 LUC x 1 1/L 10d x 1-1/2" 10d x 1-1/2' ' 10d x 1.1/217 OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP -CONNECTOR SCHEDULE MARK TYPE CONNECTOR a FASTENERS 3PF SYP CpJNECTOR8FA9TENERB 9PF GYP FRAMET° HETA1Sw MI0dx1 VTOR HTAI8W00)IWx11WOR MASONRY RETAmw(9)Iwxt LZ' 1840 HTANw(I0)1wx112' 1585 1870 O F ANTE TO FRAME© H25Aw(1018tl NMLS 536 wRT7Aw000 NAILS 515 N5 FRAME TO H1Mw1(18)IW x i 12' 1015 1040 flT18Aw/OA10dx 112 895 1020 FRAME H1W,2w(18)1Wxt LTATEPLYTRU88ES 9x1 1000 16-2w(1a)iNx11WAT2RYTRUSSES Ma 1060 OFRAME TO MYW2 W414)IUX 1 i/2'(AT EXTERIOR SIOMFW12w(14)1Wx111T(ATEXTENOR FRAME LOCATION INCLUDES 12d TOENAILS 990 LOGTION INCWDE 9 tm TOENAILS 1005 1195 OFRME T " d NALSANDMATRW MASONRY MEOMENTw SNPSON TET' a3 41N OFRAME TO HTS20 w/(l4110tl x11?(AT EXTERIOR tyW HTYN wF54)10tlx11Q'IATEXTEHIOR .FRAME LOCATONNELUDE(3)12d TOEM49 1910 LOCATN)N INCLUDE (3)12tl TOFNAdl9 1285 1530 FRAME TO (2) HIM WMS)INx 1 V2'(AT E%TEFiD RI HPN20 x11d IATEXTERNIR FRAME LOCATMIMCIADE( 1"TOENNLB 2490 Y620 INCLUDE NCLUD LOWAONINCLUOE( 12tl roENMLS EA) 2g)0 woo TO HGTQW(18110d NNLSAN E)W A.T.R. HUT2T2 w/(18)10d NNL9AN0 (P)5I8"AT.R. OFRAME . MASONRY WI2EMBEMIENTW/&MPSONW7' imS) w1T'EMBEDMENTWISIMPSON" 7020 07M EPDXY(Hw-9FOR&PLY] EPDXY(MWSFOR& Y) OFRAME H TO FOTR W(1S) IN x 3• SDS WOOD SCREWS eaao 4TJg RFUSW02)WWMOOSCHEI1I3MO MASONRY ANDP) I2' x W ATEN HD ANCHOR BOLTS (4)3WWWMO0 BOLT 7100 O)) (181 ERNER9 FRAME TO N x TITER 1]50 2030 MASONRY (EENOTENMMLOM2 Q FRAME TO MASONRYI (2) LGT2 W(32)18d ENKERS B(U) IN"x2fa. TITER (2 MYTRU38) 960OM 40804A (2) LUGT2 W(92) IN BNKER88(10) 1N°x3"WEDGESOLi PLV TRUSS) 3WOM 3100.N 6246E 3T1"F (2 MWIF 4520.E FRAME OR(29) IN 9NNERS FOR FRAME (EA) GR(32118tl 9NKHR9 FOR R4AME(EA) O FRAME TO MABONflTI (11 LGT3 W 1141114' 17 BOB SCREWS d18198'x6'TTTEN (2 PLYTRU88) 4T36M %70.M (2) W3M W 7T4) 1W x 211T WS25 6466M 70gD.N FRAME OR(52) IN ENKERS FOR FRAME (CA) W,OF B980f SCREWS 8141 &B•xg"M12PLYTRUSS) OR(58)1Sd ENKHBFORFROME(F10 US" ]]10f 0 O BEAMSEAM HU410OPTHUO410 ((18)18d8(10)IW QN2380 HD4100PTHD4/GFw1DM16dB(NRIW (NOSl 1 umam ML9 ulim ©BEAMro HU4100PTHUG10wgzITTTBN O,RMIG HO4100PT ILN1dFw(2%1N"r M' GI'm MASONRY IN°x23V'8(10)10tl NAILS U41800 WEDGE,BOLT A(10) 1W NAILS UBBSD ©2 BEAMTO MASONRY/ HU480PT XUC46 w(0) 1 W NAILS8 (12)1N'x2We TREN(TOMM.) G31540 LAMM ZiaD HD40PTHU40W(9)1WW1LS B WOES `WlHi FRAME OR(12) IN B(6) IN (FOR FRAW BYP.F ucim SYPA (12)IWx9Wr TAPC°NS(TOMARJ OR(12) IN B(6) 1 W(FOR FRAME) UNI030 81`p.F MIS) BYP-N (2) FETAI9OPTE) HETA20 1920 i920 E) HFA1a OPT M HTA20 1870 0 ARmwMETO MABCNRV 1.RYw(10) IN x 1VT M 2MB ZIM 1.PLY W(10) IN. I Iz OR 2430 2RYw(12)16d 2PLYW(12)13d HTSMle W(8)1W NAILS AND (4) 19'N2114' 955 1110 rrrwm18w181104 NAL8ANO ({j V4X13M' 1145 1225 FRAME TO TAPCONS WEDGE -BOLT MASONRY OR HTSM20.1(10)1W NAILS AM(4)1/4'VW 955 1110 OR TWM20wl(1(III N NAILS AMID (4) 1N'x13N' TAPCO.NS WEDGE-SOLT 1I45 1225 TO H10SW(S)Wx1 i?NNLSANDE)3 A' OFRAME P MASONRY MAN M ]8D 910 DTT2ZW(8)iN"x11Y2'SMV100D DTBTZW(8)iwxl urm15WOOD O �NRY 905EWSANO (I)1l2"H AT.0. EPOMEDw/ IM N46 9CHEVA3AND (1)12'BAT.0. EPDXIEDw 1510 1880 '9 SIMPSONET' SEE NOTE") 91MPSON-SEP(9EENOIEA) TO HTT5W(M1WY21/2'N91UTAND(1)5NF0 XTT45w1�)18dx211T NASEANO (1). OFRAME MASONRY A1A.EPDXIEDwI BIMPSIXN SET' 4M WIN] 8N"S AT.0. BO%1EDw 9MPSON'EET son (SEE NOTE" BELOW) (SEE NOTE"9EL0 TO HTTdw(18)1Bd#in-NAILS ARD(1)W.B HTT45 WI18) IN%! 1IT NAILS AND (1) ®FRAME MASONRY ATR.EPDXIEDWSIMPSON•BE1• 3640 Q25 •"B AT.R EPDXIEDw SIMPSON'8ET - 4180 (SEE NOTE BELOW (BEE NOTE"BELOW/ O FRAME TO FRAME HINW/(24)IWXI 1m NAILS T85 910 LUGTiw (23)8dx1 12"NAILS B75 Imo O FRAME TO XM9KTW(41MN11PCSDSW D >60 RT1WW(W10dx1 I12-NNLSB MASONRY SCREWSd(M19N 21/4'TAPOOMI 760 (4)19'xIE4"TAPCONB im I'm TO VQTw(19)1/41@'SOSWWD9CREN98 OFRAME .MASONRY (1) EPS A.T.R. EPaMD w SIMPSON-SET' 9555 gA40 w Tr MIH EBHEOMENT (2)VGTWW)IAW' SMOD9CREW9 ®FNWETO =ONRv 8(2)518.0 AT.R®OXIEDW/6NMPSON 51]0 7185 •SET• W IT MIN. EMBEOMENT FRPMEro VOTw(IS)i/4wSDSMOD6CMW68 HD`MSC52.gw1(10)14°#1a-SDSWOW W55 INS MLgT13 W122110tl NNL8d HTT4a w(18) O FRAME 4160 SCREW38 (1) INS '0 A.I.R. 1Cd.NAIL68 (I)SAP9A.T.R OFRAME TO (2)HTfS w(52)18d'x212"NNL68 437g (2) HT146W(52) 1 13Y 17 NAILS; 606D FRAME (I)WIFAT.R.(SEE NOTE" 8(1)&R'4AT.R.SEENOTe M) g00g RPNFRu rn""".R NQTFz' I. CONWCTALLFLOORTRUBSESTOIWEMMBEA WWO°DWNMigEpMSW(2)I 1T WLS. 2. ALL OSTOTRL CONWOTIONSAREPROVIOEDWTRUBBMANUTZATURER. UN.CONPIAN. 3 G.C. MAY USE EITHER SIMPSON OR USPCONNECTKXdS, SEE FRAMING ELAN FOR CONNECTOR CALLOOT. 4. FOR 9NOLEPLYTRU99E9, SCA80N FULLHBOW 9YPm 2•x4'TOIRIJiT§VERTNJ.LW®w(2)ROWS°F10tl WJL3@9'O.C. STN3OERED. 5. 12'MIN.AT.R EMBEDVEW @ OMU BOND BEAM U.N.O. 0. BOAS TRINNlCNORDw4'-0"2x8YP82(MATCH CHORD LLMBER BEE) W!(;) MM INN l FROM END 84'O.C. STAGGEREQSIBLE. PT CONEECTONi LOCATOR A8 0.YJCH AS POSSIBLE. 1. CONNEC11ONFOR ALLROOFIFLOORTRUS9 TOMAS WWMJ.S/UNTELS"IEFWN UNO ON PLAN 2. CONNECTIONATWOR3 O.C. PENDING VERTICALS FORALL FLOOR /SUSSES PARALLEL TONA80NRY WALLS SEE DETAIL FB12W.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO R ( K) MAB ON AANONR11CF WALLB4MN W 4. CONFECTION TORALL CONTINUOUSRIFYLOIkTM OESNOIM RDroroC wJI QF YICAKE)CYCLrT (2) AT EACH CONNECT ALLC. TO ORIFYLOC3TOI DOES NOT CONFLICTWOOD I ALIaSE Ms.,))12d TO S. CONNECT ALL FLDIXi1HU93E9 TO INTERIOR BEARING WOOD WALUBEAM9w/(Z)12d TONMlB MIMMALCONFECTORUNOONFRAMINGPLAN 1. CONNECTIONFCR JACK TRUSSTOWOOD WALL OR BEAM O MIMMAL CONIELTOR UHOON FRAMING PLAN I. CONNECTIIX4 FOR N.LTRU66E6T0IWERIOWEXTEPoIXI BEMINO WOOp WALIe AIO/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN" 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW 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 ;REVIEWED FOR ODE COMPLIANCE ST. LUCIE COUNTY BOCC 1'-4" ROOF FILE COPY O.H, TYP. C.M.U. OR ICE WALL ° METAL DRIP EDGE + SEE TYP. WALL 2 x SUB -FASCIA xoo SECTION - -ALUM FASCIA 2x4 P.T. FASTEN TO - C.M.U. W/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECURE I-0HANNEL 0 12" O.C. CONTINUOUS VINYL ©G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 1 i�•. I� I) I I � t lr �FS� ee$eeeauttf>p�� 0Ni ~�a,G L FOyB`rti �iOrG�1eY .p iy1. t1t1 B94ee\ y C V I S a_ m f=^1 w E 182 IB .yx gpoasm ti tLO D pNp OD .#JI RJJF: .#L em DOnNm LL LL LL SS �85B8 D alp;" nCL�p U) I e2 £1a ae 1 p Q � � Agl TL W °'aOc 1 � I Eli � i Its �6IL 's V11z 2Na8 o o D: $ a m d Y "'M y O _I0 m 0 o W U y Be N°9 www.rDSENG.COM ❑ 1111 t Z N p M Z ao J a - I Z 0 o i v U a n � W E ( "U - 101qq u.. W O w Opp� �. 0 DD 00 v { i=.% CI O a `® ¢0aa ¢ m d. uD aElm ALI)AIMS HOMIES ( FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST LUCIE jVi Job Information: ry 8� Oi I i z ;v W N.) U e-I eE 2 /v 3 z Y U M m a o wa e 0 M U) U)00 Model Name/Number: 1755 Plan Issue Date: Wednesday, May 20, 2020 KA PROJECT NUMBER: r 20-3001 ' Sheet: I „ ROOF PLAN - A RYRMaIAT TT FRL c'RE4b wY' OL64R ° ars]uT 8 Rx1%xR AT pOTOM 9 O ' OF LMTEL CAYR• monorc RP16rnnW asn"Asia% PPOviD'I IN LMTaL Ivwlr+r a' rbMAAL e01.1 TTpE DESIGNATION F. Gli.$1 WRM 9ROYT / Y . U€iLL® r� OJ41rITY OF °a Rpd¢ 4T pOTTOM fF rnlil CAVIrY SFIIo-IE3/IT unr,wl.wrnu � �4uAenTT. of Fa NOMM4L HabM � R®ya A; 1b! MATERIALS 1. fc Pmcas: lintels = 3500 psi 2. fc prestressed III - 6000 pal. 3. fc gmul - 3000 psi w/ maximum 3/8' aggregate. A Concrete masonry urim ICMU) per ASTM C90 w/ minimum net area compreaslve strengN =1900 psi. 5- Reber provided In precast amel pa ASTM A615 GRSO. 6. Field mbar per ASTM A615 GR40 or GROG. Prestressing strand per ASTM A416 grade 270 low reaxation. 7. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M a S. GENERAL NOTES 1. Provide full mbna head and bed joints. 2. Snare filled lintels as. required. 3. Installation of lintel must comply With the architectural arch/or structural drawings. 4. Llmals are manufactured with 5J/2" long retches at the ends to accommodate vertical cell reinforcing and grouting. S. All Ilntels meet or exceed L/36D vertical deflection. except lintels 17.4- and longer with a nominal height of 8" meet or exceed L/180. 8. Bottom field added rather to ne located at the bottom of the Intel cavity. 7. T/82" diameter wine stirups are welded to the bottom steel for mechanical anchorage. B. CwtdOplace concrete may be provided In composite lintel in lieu Of "crew masonry Was. 9. Sate lead ratings based on rational design analysis per ACI 318 and ACI 530 10.1.1i min. depths are called out on Intel plan. If contractor Instalm a deeper lintel than. Indicated on the plan, doing this Irmreases the strength of the Ilmd and is approved without engineering letter. If a smaller III Is Installed contest FOR for approval. SAFE LOAD TABLE NOTES 1. All values based an minimum 4" beefing. Exception: Safe loads for unfilled I Irritate must be reduced by 20%IT bearing length Ia lose than 6-1/2". Safe loads for all assessed Ilteis based on 8" nominal bearing. 2. N.R. = Net Rated. 3. Safe loads am total Superimposed allowable bad on the "I assented. 4. Safe loads based on grade 40 a grace 60 field racer. 5. Additional lateral load capacity can be obtained by the designer by providing addionel reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars In 8' lmtels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum restating Roman and shear aC d-away from the face of supporL S. For composite lintel heights not shown, use safe load from next lower halght. 9. Al safe loads In units of pounds per III focL PRECAST'LI LINTEL W/ 30DOPS1 CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WRH TOP OF WAIL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R 10" STD. 90 HOOK ANCHORS _ I� {j I HOOK (TYP-) / Z$ REBAR ON BOTH SIDES STD SO DEGREE ANGLE 3000 P.S.I '4 OF OPENING U N 0. CONC. W/1 #5 DI . TYP: BOND BEAM REBAR 8" x 6' x 16" K.O. PROVIDE KNOCK -OUT LINTEL BLOCK BLOCK FOR FIRST FILL W/3000 P.S.I. COMPLETE CMU COURSE CONIC W/1 #5 CIA BELOW SILL • FILL SOLID REBAR W/ (1) MS BAR FOR ALL ' WINDOW OPENINN Ill . AND INDICATES FILLED S" x r x 16" CELL FROM FIG. TC CMU U.N.O. BEAM WITH 1 #6 BAR MIN. TYP. DOWEL 25' MIN. LAP (ACI 530) '. SEE FOUNDATION PLAN SEE FOUNDATION 'T FOR LOCATIONS n PLAN MS01 I BLOCK WALL REINFORCEMENT Nr-3 TYP. THE BEAM W/30D0 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 IAI -10d X 1 1/2 SP6 OR SP8 FOR 2XO AND 2X8 WALLS — ] DOUBLE 2x TOP PLATE 1' STANDARD HOOKS SEE M905 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. ' W/1 05 RFBAR VERT. ]2-1 OR BEARING WALL OR SHEARWALL IOR FRAME WALL 1� r " C.M.U. fY1 SYP/SPF P.T. W/3)1/2' X 8" 'J" BOLTS OR 3) 1/2" X 6" EXPANSIONNCHORS OR (6) 3" X 1/4" APCONS OR8) 2 7/8" HILTI TIX-DNIAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG EAR) WALL TO x11.111,nn irn,•r rani "I... I N.T.S. #5 REINF. 20" MIN. LAP BAR N #30R44REINFORCING ���e. BAR #A & #4 1 AP . PI IC 17 25" M.�� #5 STD. 90 HOOK "m SENFORC cBAR 0 #5 I AP API ICE SCALE:1"-1'-O' MIN. LAP #6 REINFORCING BAR IAP SPI-Ice MSOS I REBAR SPLICE DETAIL - GRADE 40 N.TS. LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR 1113000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO— O FOR OPTIONAL GLADD BLK. WINDOW �IIII NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL.SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL BLK CELLS WITH 30DO P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25' (ACI 530) TOPCFSIAB MS021 TYPICAL SHEAR WALL SECTION N.T.S. 9EE PLAN f01i TOP OF WALL AND LINTEL INFO. .(PRECAST LINTEL - SEE LINTEL SHEET FOR 812E OF UNTEI.) PRECAST LINTEL - REG. REG. OR RECESS fR\ I\S Rom, \'.!��.�J •.,"! .!! !!�>•!! Y TRANSOM OPENING lFRAME INFILL "s AROUND WINDOW BY BUILDER SEE WFOI FOR MORE INFO •� (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER 0 EA, END. USING (6) 3/15" DIAL X 1 3/4' TAPCONS INTO MASONRY & (4) 1od X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY WI STAGGERED ® 6" D.C. F.C. EACH SIDE SEE PLAN - OPENING - M807 I LINTELS AT ENTRY DOOR w/ TRANSOM N.T-5. O ATTA HMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4' X 29P' 12' O.C. 1 2 x 6 1/4' X 214" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECA3�--- LINTEL I ,a w � � BUCKS W/ BETWEEN ; I FASTEN PT i NAILER TO ' MASONRY I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 L/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I'll 2x BUCK DETAIL NS.9. ELEVATION "A" & "BD REVIEWED FOR CODE COMPLIANCE T. LUCIE COUNTY BOCC F��IIII.E �Ir I l V Ry999911T IlTtF TOR& ®ass F s� {� yY fx ga m � ry 00 cq 1- Do 00 p lC 13 5 L'mD S€a W LQ 1.2313 Q0 0w a W w g<.tm ; ¢ ? yNIE 2IS S-1 0m2 $'fillZ ! 81� z0 WWW.FOSEN6.COM 000 Z r- Z N Z M Z �1 Q o` J IL hy s z Vad J" W H I DO w LLn ^ C a t(�f�ggq L U 2 01 Elaw 1 "� N c 'Q L�f� ' D'S o tT�D i O DAM N M r* �I nn � III III I FLORIDA COMRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 W N y U N 3 E z V m M a O .�y3'� 'Wn N O _I W. U) U) Model Name /Number. 1755 VI Plan Issue Date: Wednesday, May 20, 2020 VI KA PROJECT NUMBER: 20-3001 Sheet: S 1 Of: i b LINTEL PLAN _ 2x6 #2 SYP P.T. ° SIMPSON HETA 16 W/(2)'/z"x5" EACH END SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. c OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 2 1 1/2" STEEL LAG BOLT �r'• 8 W/ WASHER. MIN. 6 PER 6.i•' TRACK TO JAMB. '� -a:•,' I, ,I • nl (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o q II 0 "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL ;� N 2 VERTICAL MIN. 5 PER JAMB. b SECTIONAL II I, C ® OVERHEAD DOOR CONT. o P.T. #2 8 w v WOOD SYP2"X6" a TRIM 2"x6" P.T. WOOD JAMB v m a` ptU S Fp a o Q 6`1 �i✓ .. „ E ��� a GrK, N o DOOR AND CONNECTION PER -k c� GARAGE DOOR MANUFACTURER GARAGE SLAB N° w TYP. GARAGE DOOR a '. OF TRACK MOUNTING DETAIL `T T y NOTE: DETAIL CD22 / S-2 MAY SE SUBSITUTED FOR THIS �``'°•:'°' DETAIL- UNLESS NOTED OTHERWISE a m G MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.Ts. v a 0 T N E ge Iq n � O "goy; 3LL D��nm LL LL LL 9 � e m a 10`�SM� a BLOWN -IN R-30 INSULATION PER FBC c �ua a s O a Po g 13 AND ENERGY FORM SUBMITTED WITH m Z S a z R-30 PERMIT APPLICATION PROVIDE BAFFLES n o g m €" W�€$ o j ^ O O a BLOWN -IN INSULATION PER FBC FORM 12 AT EAVES (TOR VENTED ATTICS) Wm m AND ENERGY SUBMITTED 12 WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR c m -- a a o r g a J PROVIDE BAFFLES AT EAVES SEE PLAN SEE PLAN TILE ROOF (PER ELEVATION) h\ OVER APPROVED UNDERLAYMENT o T B �+ o a o g e Z < p (FOR VENTED ATTICS) \ PER FBCR 905.1.1 OVER APA PRE ENGINEERED W000 s6 z III O FIBERGLASS SHINGLES OR RATED STRUCTURAL SHEATHING y i°-� www.rusouc.coN ❑ ❑ ❑ TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. SEE STRUCTURAL NOTES ( 5 ,n OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA �,. FASTENED TO TRUSSES PER ROOF ' I , , NA[LiNG SCHEDULE) v �w� RATED STRUCTURAL SHEATHING N ro g PRE-ENG. WOOD TRUSS ANCHOR (SEE PLAN) Z SEE STRUCTURAL NOTES- TRUSSES @ 24" D.C.SEE (FASTENED TO TRUSSES PER ROOF PLAN FOR BRG. HT. z < ¢ (�} i NAILING SCHEDULE) ~x. TRUSS ANCHOR SEE PLANPAPER I�I l 112" DRYWALL ... • R ' . a l 1�;_ TO BE INSTALLED ON OUTSIDE u TRUSS PLATE EfAL DRIP EDGE c Z a wr/I �� Mi " " FACE " n, 1 A . �./ti _ t, , ` ,' 314" P.T. NAILER • I V 2X SUBFASCTA SOFFIT. (TYP) TYP. FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR c 8 (9 $ N SEE ARCH. 1/2- DRYWALL �I 4x4 w/ 2x4 POST UNDER EA 'I'-' �++ fa -METAL DRIP EDGE PLANS // f 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. " ' 1/2" DRYWALL CONNECT ALL ZX SUBFASCIA CURTAIN NAILER 8 x 8 x B K.O. 1 x 4 P.T. @ WINDOWS LINTEL BLOCK i x 8 P.T. @ S.G.D. A W/ #5 DIA. REBAR & KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. E ki O w o 0 m .. W TH ( TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH n O.H. (1) N SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES / ,� (TYP.) FRAME FOR COR- g I'6 PLANS 1/2" DRYWALL PRECAST "U" LINTEL u SEE SCHEDULE u \ \ BOO !/ o \OO NERS FOR NON LOAD ° `^ u e r SEE PLAN FOR HEADER SIZE N / fo.°° V. V. BEARING SIDES NAILED o — _ P °v °° w/ 16d NAILS 8" O.C. ° m U o Q c'oas M 15/32" OSB EXPOSURE 1 ON O'H' 1/2" x 8" J-BOLTS MAXIMUM OF (3) - 2X PLATES MAY BE WALL W/ ALL EDGES BLOCKED. MAXIMUM (1) CENTERED EA. ( TYP.)4 COURSE HIGH A.F.F. a DAMS HOMES SEE. ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS i CMU BASE FILLED w/ CONC ° PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2' O.0 EDGES AND FIELD. I d (TYP.) W/ (4) VERTICAL RENF w/ _ 8 NAILS AT 8" O.C. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP 0 FLORIDA CONTRACTORS LICENSE NO CRC133O146 ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI CONC, ALL LOCATIONS OF COLUMN PLAN AI -Al 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION & FLOOR PLANS VS E `® FOR v GULFBREEZE' FLORIDA 32cJB3 (G.C. TO VERIFY W/ FLOOR PLAN H a LOCATION: LOCATION Of OPENINGS IN NDIVISION c �_ DE C O PLIANCECIE EXTERIOR WOOD WALLS. IF NO ., ' LSTA30 SEE FLOOR PLAN OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. ,°�' LCI COON ° � ♦ Job Information: STUDS ARE REQUIRED). A & TO FRAME BELOWSIMPSON 8 NOTE; 44" MAX. SILL HGT, ON 1� ^ �yOC V ALL BEDROOM WINDOWS. r VINYL FRAMED WINDOW WINDOW STOOL W/ SCREEN CEMENTITIOUS DECORATIVE PER SPECS PRECAST CONC SILL FINISH 7/8" THICK PER ASTM ,"� C-926-98A 2x STUDS SEE FLOOR PLAN FOR PAPER BACKED FOIL RA I INSULATION AT CMU BLOCK WALL u J , , FILE CO o � MORE INFORMATION). SEE T013 1/2" DRYWALL ON SHEET 6 PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 'J EXTERIOR FINISH - ; @ n FOR NAILING INFORMATION FOR APPLICATION r (SEE ELEVATIONS) $ Z c L0 R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WAIL PER FBC P.T. 2X #2 SYP. BASE PLATE l x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" ¢ - E° L. 1 � ■ � O L 0) '.•• 0r � CJ 7 M AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" T[TEN WLTH PERMIT APPLICATION BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 BUILT-UP CORNER MIN 2x4 E > �0., -ra 00 m m HD) W/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN Al Al (3) § �i a 3 '- WOOD BASE MIN. 6" FROM END - SEE WS07 POST , OR 4x4 POST w/ 2x4 UNDER m • ' a FOR TERMITE SHIELD SEE FOUNDATION PLAN , , SEE FOUNDATION PLAN FOR � ° ; EACH END OF BEM � m M FOR SLAB INFORMATION _ _ _ _ TOP OF SLAB - _ SLAB INFORMATION _ TOP OF SLAB NOTE 2 X 4 P.T. PLATE 16 ° � OJ pop LL _ BOTTOM STRAPS MUST BE % m U� Vn +� -, co _ * ,^ * " " ; �°_* to INSTALLED ON INSIDE OF � N ♦ GRADE GRADE COLUMN. DO NOT BEND ° Model Name Number: IF STRAPS UNDER PLATE. ° �^hyyK ° ,° ° 1755 CLEAN — o :SEE T#PREBARS IN LL \v°411 , d N WLMPACTFD j '+ °•... ,� P FOR ; RE-B QUANTITIES = CEALS wCE / :, %• 'r �� �, :�' (TYP•)4 COURSE HIGH CMU BASE ♦ Plan Issue Date: TT t-„ I, / FILLED w/ CONC - SEE PLAN FOR SIZE. TOP OF COLUMN BASE - Wednesday, May 20, 2020 16" `''FOUNDATION PLAN SEE PLAN �'- SEE FOUNDATION 2'-0" AFF ♦ KA PROTECT NUMBER: FOR FTG REQUIREMENTS PLAN 8 w 20-3001 r NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T '' o Sheet: �-� Of: CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=V-o" WS01 TYPICAL WALL SECTION - 8" CMU 3/4" 1'-0" a TYPICAL FRAMING DETAILS 9 STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE GE05 FOR -♦ STANDARD ♦♦ I♦ ♦1 ` GABLE END ♦♦ I FRAMING T♦ I ti I O I ♦♦ ♦ x 4 +I y I o 2X TOP PLATE TO GABLE I 202 END W/ 16d S- NAILS @ 6" O.C. a I � 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 I FALSE BEAM AT GABLE END N.T.S. V C FV r n m m w � W tu• LV (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d 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 - 0.102', L- 3-1/2') OR EQUAL (D = 0.162". L= 31/2") OR EQUAL L)) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY. PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SI DES OF TH E COLUMN. SCREWS OR EQUAL(SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTHE LAST IAWfVATION. ADDRONAL INFO. WF37 I TYPICAL COLUMNS DETAILS I N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. NERHANG FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 4B"M7N 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ UBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. I&Alfr TOP & BOTT. N. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'- * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL TACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) 2) >4' BUT <9' (2) 1 3) (2) (2) 1w-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U. N.0.) — �OFF� * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO H FADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HT74 W/(18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.s. STRUCTURAL SHEATHING I ' CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE T813 ON SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR ' SIMPSON SP4 WO WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. I STUD TO GOT PLATE: SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1,/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X B" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-I WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" D.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-16d EA. TO COL, ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM DD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. REVIEWED FOR EXT. OUT BEAM TO SUPPORT CODE COMPLIANCE' SIMPSON HUC410 TRUSSES IF SPECIFIED ON PLAN ST. LUCIE COUNT''' BUCKET SEE ROOF I PLAN FOR MORE INFO ; p®CC SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO 12 ' SEE ELEV. F'k -- -- - -- (NP) �@s"2l3"l(3F+ PRE-ENGINEERED WOOD T SIc $;2QO SEE FLOOR PLAN FOR COLUMN SIZE & ' UPLIFT CONNECTOR (SEE SCHEDULE) `------ -- --- ---' BASE CONNECTION INFO - 0 PT 10 N A OPTION B DOUBLE 2"x4" TOP PLATE OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN "x4" STUDS @ 16" O/C CONNECTION INFO SECTION A -A CRICKET AS REQUIRED SCALE: 11/2" = V-O" , ROOF PLAN BEAM SIZE & SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO— AA SEE PLAN FOR 777771 TOP OF BEAM O ,o :r EE PLA �f FOUNDATION N FOR MORE INFO CD11 I COMMON BEAM ATTACHMENT N.T.S. SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" !i O.C. FIELD R-19 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD ---� 2"x P.T. PLATE 1/2" X 8" "J" DOLT @ 24" O/C MAX 8"x8"x16"K.O. BLOCK W/ 1 #5 CONT. CMU WALL mm MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 I KNEEWALL ABOVE MASONRY WALL 3/4"=i'-o" '%%jillsill III 0 TO ®a° QF,° N a� 04 CNI m +b+E:i it% 3 1.m g F�w�g Yml, N Q N 00 to 66 TTvqvq 5 Q"5 D �Rm D�SSm� LL LL LL 8m'" 39"mwL4� sm B��ymy a uJ w 0- + IYa�mA ¢ m 0 SaSa y o8mv LL ZE e� e Q m pO a: ©� Oc. CJL fn O W U I ',�5 ❑ 110 �WWWW.FDSENG.COM Z m o E / Z N O ro Z 0 J (D U) —x Za Q E u — O W Ln c N o In U�iC. � V) mi C) w ry E o` o �C s, S a c ado Q moon PRAAAC LJPIMLC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 c � W j2 U 0) m TD m ai z F—�Um co a — p —jwZ) N ro o J m (f) W E. VI Model Name / Number: 1755 TI Plan Issue Date: Wednesday, May 20, 2020 KA PROJECT NUMBER: 20-3001 Sheet: S w Of: TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN ' OR BE LESS THAN 12". ATTACH 2x OUTLOOKER 0 24" O.C. TO TRUSS WITH MTS12. FOR d 1 ' OR EQUAL TO 450 O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. �. MINIMUM BRACING 8d NAILS @ 4" O.C. WALL AND ROOF CROSS BRACING T SHEATHING, SEE T613 J)i t (SEE PLAN FOR . 2x4 SYP BLOCKING ";,. J BETWEEN TRUSSES @ 48" FOR SPECIFICATIONS LOCATION) BLOCKING O.C. MAX. FASTEN TO EA. 2x4 SYP BRA FOR TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL , BRACE FOR 2x4 SYP CROSS BRACE GABLES 2x6 SYP6'-0" AND TALLER. APPROX. 8" FROM RIDGE THEN 48" O.C. AFTER. NAIL w/ ATTACH L BRACE w/ • , 3-12d @ EACH END & @ 12d NAILS @ 4" O.C. ' ` • GABLE TRUSS = CROSSING AT 45° ANGLE. (NOT REQ D WHEN GABLE IS 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT - CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 100 0 3" O.C. p W/ 3-12d TO CHORD (MIN BLOCK/PLATE N (3) 12d � PER JOINT ' - ) NAIL GABLE TRUSS 1ST 4 BAYS TO TOP PLATE w/ � 16d NAILS 0 4" O.C. CONTINUOUS LATERAL BRACING- 2x8 P.T. PLATE 1/2"x8" ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN- 4 BAYS AT 48" MIN.' INSTALL BLKG. AT TRUSS WEBS KNOCK D.C..C. COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP c W/ (3) 12d @ EACH TRUSS WEB MASONRY WALL o y N_ NAIL TOP OF"T" TO GABLE I ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 T813 FOR ATTACHMENT TB01 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON H8 W/ OVER JACK TRUSSES, SEE 3 10-10dx11/2" NAILS PLAN. m FASTEN (1) SIMPSON HGA10 m 0 48" O.C. W/ 8 1/4"x1 1/2.. tTA IDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING W/ 2-12d TOENAILS as ER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d p EEN TRUSSES W/ (2) 12D FRAMED WALL OR BEAM AND 1-SIMPSON HS w/ 1tl1tt ilppg EACH END TO TRUSS TOP BELOW, SEE PLAN. 10d x 1 1/2" NAILS oNT F Rs' o D C«� WOOD FRAMED WALL @DUTCH GABLEP. a CN CN S ALTERNATE TO BLOCKING •` �j0 O- PRE-ENGINEERED OVERLAP TRUSS BRACING Ni WOOD TRUSSESGE01 GABLE END BRACING N.Ts. G.T.HEATHINGLPACE t� OFAT LEAST ONE TRUSS 6" OVERLAP'� mADD 2X4 ALONGSRIPPED 2X4 SYP #2 TOP CHORD WHEN NAIL TO TOP CHORDeaaa%�(�TO PREVENT SPAN FROM EXCETHING ACK -----HIP 102d NAILS@6""0.CF HIPPED TRUSS /dy,MAX 24" SPAN (EIG.T SIDE OR BOTH IF 2 0 a m ROOF (2) 12D NAILS MINIMUM (3) 12d 2 SHEATHING AT 12" O.C. MAX PER JOINT LMINIMUM 2"x4" SPF OR SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING 8 o W PLAN E 1 oCJ13 q cONr 2X4 BLOCKING J €�Q a0 BETWEEN TRUSSES HIP TRUSS SECT. A A qy (t�nrym � m bbOYy si o",g m mV9H TB03 HIP / RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N-r.s. WW °SOD��s aa� p 8z ova Z ISN'aEm�oOpl- u� Y W ..2 . 8Na%O� W O J m ° WYN.NSENG.COM ❑ ❑©❑ z Rim WWW r TRUSS NOTES: ZZ � g CUz 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 c Q (1RUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND a BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BpRACING IS THE MOST COMMON CAUSE OF ACCIDENT — x IN WOOD TRUSS CONSTRUCTION. NBUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LINKED z p. TO 8 SHEETS OF SHEATHING ON ANYY P PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT m c EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. o 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADORION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL m �V) W F LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. _ m 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. Q E o 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 0 m ATTACHED DIRECTLY TO THE BOTTOM CHORD THE TRUSS, w 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. .O C m�0 SEE TYP. TRUSS BLOCKING DETAILS cf bD I+I SHEATHING m �� wU co 00 O 3 TO 4TRU55 4 AS SHOWN c ' �- { 00 m TRUSS SPACES ALTERNATE L, = p ^ N DIRECTION � c,pa� off, RUS :� Q o m \ W °o VERTICAL SCAB 2X6 #2 SPF 48" O.C. • : c TRuss (2)a NAILS:..�NIC�ED FOF� JAMS HOMES W/ (4) 12d TOP & BOTTOM OR H5 SEE m OR HCLR/IA IN PLACE OF (4) 10D SECTION TOE TRUSS �� REQUIRED 0 RAFTERS GREATER THAN 8'-0" B-B Y.•4..", -eE COMPLIANCE :�°-� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 SEE PLAN OU FILE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING ro`'..""T. LUCIE. COUNTY m 3000 GULFBREEZE PARKWAY TOP PLATE SCHEDULE FOR SHEATHING DETAILS pP�^�+ c GULFBREEZE, FLORIDA 32563 PRE -EKG. TRUSS PLATE SECTION B-B —�, S OCC a SE PLAN WALL VARIES w ROOF SEE PUW SLOPE w DIVISION LOCATION: CONV. FRAMED RIDGE \ \ 2%6 A2 / / MAYBE NAILED L MIN. VERTICAL S\ PORT ST. LUCIE CAB \ / (4)12d WHEN IT LANDS SPF 48' O.C. W 4 12d \ 2X4 SPF BLOCKING / H Job Information: BETWEEN TRUSSES / NEXT TO PRE -EKG. TRUSS / ( ) \ / 2X8 ELK" NAILED NAILED @� EACH TOP &BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / / SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12tlis B REQUIRED w/(2)MT512'3 REQUIRED ®RAFTERS GREATER �'�� �� THAN 8'-0" 2x4 SPF BRACE / a COLLAR TIE @ 48" O.C. - NAIL w/(4) / ) SH EATHIN EVERY 3rd \ 12d AT EACH END & '3EjE" RAFTER \ \ \ \ ALTERNATE DIRECTION c O 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ o TRUSSES W/ (2) 12d NAILS ® EACH END, CONT. EACH BAY (OPRONAL) s B Tie 2X4 SPF (2) EACH TRUSS TRUSSES n ALTERNATING DB WOOD SCREW EACH TRUSS z N BLOCKING OR H5 @ 48" O.C. / / SEE PLAN ¢ o 0) PRE-ENG. TRUSS / / m w C.)Iq M \ / / o0 STRUCTURAL SHE4THING CONT. ROOF SHEATHING AT TRUSS TOP \ / / p � � N 3 � ti CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / Q SEE PLAN FOR CONNECTION / / Xmi d 2X4 P.T. BLOCKING BETWEEN B SIMPSON A34 OR \ \ r TRUSSES W/ (2)-12d NAILS @ DIAGONAL (USWOOD 2X8 N2 SYP RIDGE BEAM P MP4) N 2 J m W EACH END AT 8'-0" TRUSS � 2'-0" ON CENTER \ \ / / `` O J � � N O MAX 2x6 RAFTERS & 2'-O"O.C. \ A / 2X4 SPF BLOCKING MAX. W/ 0) 12d COMMON BETWEEN TRUSSES T" WALL BELOW TOENAILS TO RIDGE BEAM Y @ 24" D.C..MAX.w/ VT MASONRY Model Name / Number: (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN \ / \ CONC. 4 Fr 0 2'-0" SEE PLAN D.C. MAX W / (3)10D / . 3)12d EA. END (TYP.) STEEL 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM T & B CHORD BEARING SUPPORT 1755 SPACE Plan Issue Date:" TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2r May 20, zozo , @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING sEEPLANFORMORE g KAPROJEWednesdaydayMBER: INFORMATION SHEATHING m m 2x4 S.Y.P. Y 20-3001 @ 16" 0.0. o Sheet: �-� Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON BEARING WALL DETAIL N•r.s' ROOF FRAMING Q AND BRACING DETAILS 0 91 Al L THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/41, 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. Predril ling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T, BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE M 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE Fill 6„ 3„ ° ° 3„ an 3n � 3" 3„ III L Ili f I f 3„ 3" 3" DOUBLE DOOR W/ SIDELITES M /E 6' ;PACE :VENLY ill 6 LOCATION OF BARRIER TO BE V-Orr SINGLE DOOR W/ SIDELITES DOUBLE DOOR 5 SPACE EVENLY I P�e -------- -- ------------- SEALANT NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING P NAILS, 3/8' MIN HEADS.6 PER SHINGLE. OvOr W use in SHINGLE INSTALLATION GUIDE Uadatw. ,oWsa use 3tdC° ..miss 0 ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPUED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIML'A OF 6" ABOVE 6" X6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STo SEALANT ROOF SHINGLES 6" X 6H GALV. T FLASHING Cow.. - , FLASHING DETAILS IHORIZ NOTE: THIS DETAIL IS REQUIRED Ftasn NG 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 t '; w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2' DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S IN FRONT OF MECH. OR APP. WHEN REQUIRED 11/L"AlEMIBEDMEt�iT BY OTHERSHE`R 27t W FRAMEOTHERS 08 W©QD 6iREW BY 4" DIA. CONCRETE SHEAT#'tIINMG FILLED PVC. PIPE. eYOTHERs ° CAULK (BETWEEN FIN &SHEATHING TOP OF SLAB Ex�/DI ° ISH low f'4TYJCetiL` M r .. Op t lr Ir I o z I' o r 16" MIN. DIAMETER g ! CONCRETE FOOTING N.T.S. r•.GIZA-f E a ER. CAULK BY OTHERS O.A. WINDOW HEIGHT" TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S age UAS ES OF MINIMUM ..ALL ECEN Wall Framing: 0125pruoe/Pine/Fir ors silla e 010 b1.1/2' Strew Minimum YanelTdaan Cross Section View h Mnimum vs- '' Sllimne Exterior Sheathing pate neba'arruw, xA a. I;aln,levnr{rorct uutivr.1 pit Rep 1 Meaaure 0 be sue the opening it 3/8" to 112" larger than the window alp¢ botlh vertcally and h ftmalN. ' You may wish to predrill the instsheton isles in the An at this time. the mhedMAN at the mounift ha as vair amna Rep 2 AP* a generous bead of silicone 10 the Midlands orthe mounUng tn. Use enough aNkone to suMckntly, fill aN Voids between the fin and the wall sheathing. Rep 3 Imsed the window Into the opening Man the otftde. The Mndow is labeled "Fads" and %utltle", but t thi labels have been removed, the glazing bead stmuH always be to the made of the billing.. Rep 4 install shims under the sill, ayustrg them until the unit Is piwnb In the opening. Shims Should be Instated under the sill Away 2 W. The window should be baskally amhred in the opening with no more Man 1/4' gap between the window and wall framing. Step S ftaIa#10X 1-112"screw 4'fmm the comer of the fin at each end of the head sill and both'mbs Rat 6 install the reimnirg pointers In tr inoements from Ina camber, screws to the doter of each hone member, toe care not to ow:r. tighten the strews and pull Mem through the 0n. Also, make sue the screws go in straight and do not cause the frame to bow. Wall framing shddd be a minimum of #2 Sprum/PkheI Fasteners should be #10 screws of sufhdad length M achieve 1.30 platerabor, Into it* waX and no less than l/r from edge of framing, Fastener qumittx needed in each side of frame to achieve Ir mining Step 8 tdesired, a foam insulationcan be applied to the interior gap between th window and wall framing. if applied, put; must be the NONEXPANDING TYPE FOAM, Step Since these wndmvs as typically used in rooms with high red", le; bandwoome, it is recommended that the interior gap between the window and wall fralhing also be steled with sllknne and tailed an as not to Interfere with Me IrWapow of wallboard, is or trim. Step 10 01 all coMMIC11011ls OOIMPA ; reprove the bubble wrap from the Inside and aibide of the window. If necessary, dean the. blocks with a mild detergent and warm water using a aft both. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Approval # Method Roofing: 1st Choice COUNTYAPP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS" Florida Metal FLAMCO "Off FASTEN WRH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 ProductsInc. -ridge vent" " FROM EDGE N12 A-- Q.Q. TYPICAL MAX ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R8 PRODUCTS 30 ASPHALT—SATURATEASPHALT-SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH REVIEWED (5) i/2" DIA. x 8" "J" BOLTS REVIEWED FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 FL15279.36 8x7 Swing Doors: 9 1stCh0lCe +67.0/-67.0 THERMATRU-CORP. FIBERGLASS DOOR GLAZED INSWING 2xBUCKATTACHMENTTOBEATTACHEfJ ITH• TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSE €' AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME L 61.1 2nd Choice +67.0/$7.0 THERMA FLUSH FL20461.19 FIBERGLASS DORP. OOR OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1. TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +O /-146.3 The Ta co Grou P P 7" staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BAMEEg N.A. N.A. N.A. SHALL BE BEYOND WALL DRESSING CA Windows: 1st Choice +40J-50 MI WINDOWS IEHuS Sr Single (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3J16- TAPCON ANCHOR WITH MIN. Ilk" 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 WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +401 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture wintlow SUFFIENT LENGTH TO ACHIEVE 1;V" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI wlNDows Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 114 Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM 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. 144" 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 51 MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice 1 +55.0/-35.0 KAYCAN LTD 8" BEADED 0 IFFIT VINYL 1 1/2" NAILS 10" O.C. INSOLI I DIRECTION OF SOFFIT LENGTH FL16503.4 R-3 Hurricane Panels: 46 PSF EXT HURRICANE STORM 24" Ga. DIRECT MOUNT TOP aA"-20 MALE PANELMATE W/ / Galvanized FL16293.1 1st Choice 46 PSF INT. PANEL ME( INC. Steel Storm WINGNUTS AT 12ih O.C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT W/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56121 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 �v L;F [To if pd`r�a �QPO ;N`8 :n � a N . No a73 A t y N F1 a w �N� All to LoDONIV all LL LL. LL Dvm266 ah�N: a mc w w = w�" s13 W 0>mP a d ¢ !2d 2a1Eg3-Ky Wi �;j5 m gag BE�oBE a•3 ?�aMU Q Q a 2 a V gw�g6 w a6j WMANTDSENG.cOM ❑ ❑ ❑ W d Z N Z rod Us ro O Z 9 3 ¢ o ¢ r a � z CL Ilf �J m Vh/ cn w m F— o� m V — 2 E w o `v UI O c m c to mm r— �m m w OO E VI F o y 00 ;a _ � ao z An UCI o Qom Q,m N t� iDAMSF HOMES c • FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 M 0 DIVISION LOCATION: PORT ST. LUCIE Job Information: a �•— IN tT�/ r IJ� IN m O 0 o zc � W N U M E 4= w ro °�° cN 3 E n z m ¢ N ON FO 0 MJM /L'ii^j /�/� CV N OD IQ rnModel Name / Number: 1755 S V Plan Issue Date: 9 a Wednesday, May 20, 2020 v KA PROJECT NUMBER: 20-3001 T Sheet: Of: 0 S-5 N MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH _ SELF -ADHERED FLASHING /-WEATHER / RESISITIVE BARRIER FOLD UP WEATHER / RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. \WEATHER RESISITIVE v BARRIER SEAL TOPS OF JOISTS -� UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Selfadhefed flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and Q seal with tape (2 U SELF -ADHERED FLASHING scale: NTS �J FLANGED WINDOW WPM 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -A- ---- FLASHI WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1- BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK- SECTION A EXTERIOR SHEATHING &W4 1" BEAD OF CONSTR. ADHESIVE TO APPLIED UNDER THRESHOLD OFF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULK N / Hf 9 21 rn 0 t1i3�4 SECTION -A (SEE DETAIL WP02) - SELF -ADHERED FLASHING z SELF -ADHERED FLASHING - NAILING FLANGE t 2 SEAL TOPS OF JOISTS DO NOT FLASH OVER BOTTOM NAILING 8 UNDER DECKING FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING [WP041 HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING 1HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST 0 WP07 ERIOR IT. FIN. -DING PAPER PE n : 12.0 in cm : 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING IDOW UNIT $ WP10 SELF-ADHERI O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL RIM JOIST 2 WP02 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -A ....... .. FLASHING PATCH )HERED FLASHING 2 WP05 WINDOW UNIT FLASHING REQUIREMENTS R703.10enera Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall Include flashing as described In Section R703.4. A water•reslstive barrier Is described as a SLOPE material behind an exterior wall covering that Is intended to resist liquid water that has penetrated behind the exterior 0.3 in: 12.0 in SELF -ADHERED FLASHING covering from further Intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive (0.6 cm : 30.5 cm) barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, 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 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 2 Inches ; ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (52. mm). Where joints occur, felt shall be lapped not less than 6 inches (162 mm). The felt or other approved material - shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. i WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -based Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 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 water c e BUILDING numbered items in the list of instructions below: -resistive barrier Is directed between the layers. PAPER 1. Install Self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. € 4. Split the release paper using the ripcord (Split release on demand, 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 water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes e SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint 40 adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, AAMA 812, oll other approved standard es appropriate for the type sealant. RUBBERIZED RUBBERIZED ASPHALT Minimum) usedas flashing Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 734. The flashing shall extend to the to u ADHESIVE surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: f ASPHALT 6. Fold as shown by arrows = ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the i tight to Corner exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. 3 8. Mechanicallyfasten as necessary y Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings be t SCORED shall installed In accordance with one or more of the following: RELEASE PAPER E 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed In the �ro (BEFORE FOLDING, SCORE RELEASEPAPERTOEXPOSE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where rt s •� ADHESIVE AS SHOWN) flashing instructions or details are not provided, g p ,pen }lashing shall be Installed et the sill Of exterior window end - door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the 3 exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. t NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. 5 .Q 13. In accordance with other approved methods. 1.4 In accordance With FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or a FMA/AAMA/WDMA400. j 2 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. a 4 3. Under and at the ends of masonry, wood or metal copings and sills. r 6 4. Continuously above all projecting wood trim. E 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood4rame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING W PO C INSIDE CORNER V 7. At built-in gutters. 2 4 5 WP08 AACCORDPPLYA ANCE WITH TFLASHING HE MANUFACTURER'S RECOMMENDATIONS, BEFORE FWP O V INSTALLATION OF THE BUCKIRECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block ' let floor Note: The building paper and metal lath must be installed over the top of the weep screed. - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTIVC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Block Slab OPTIONAL DETAIL (� WEEP SCREED DETAIL SCALE: NOT TO SCALE �- 7/8" Cement Plaster In accordance with ASTMC926 �- Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7/16O.S.B. sheathing / Keep top edge of weep screed 2" below top of block Vulcum cauk bottom joint only Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed -1 /T' Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all s EWED-FOR COMPLIANCE; L.UCIIE COUNTY BOCC 1/2" Cement Plaster Finish 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor v 6 ,E`q'm N N $ mDO gtw`ag W 3 tv co Q$ �4ti # � � 9a itmNtZ� ri _ D ram Lo 11 IMU LLB w W j o€' Oaai£ Z a o: 2%°<' zzo Mgt€� ¢2au a o: orA ¢ DO e m LL Z�aFi d Lo 5'�ga 0 0 2 � G< /�WWW.FDSENG.COM ❑ ❑ ❑ O ro W o ///a■■ Z m ,o Z 0 Q� 1e/ a Q J 0 I - y V) LD W F- o E n�U-� Derr W0w =m U m ry E s�v i = C N c va o Q DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: >N L.L O z �_LO c � W O v U M 0 ro sl ci � CN U3 c z_ " F-�mOL 0_IWZ N J Ira 0 (n oo LL V1 Model Name / Number: 1755 ♦ I Plan Issue Date: Wednesday, May 20, 2020 VI KA PROJECT NUMBER: 20-3001 Sheet: W P Of: WATER PROOF DETAILS A. N N N cmc C� p �nn m 0 O c0im'&m' 00rn m � Performed by Vicki Lynne Nisa for-, rr Wa tersotne Lot 18 Model 1755 Elev A LFG 8213 Amalfi Cir Fort Pierce, FL 34951 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 \Ackilynne@aircalcs.com Scale: 1 : 93 Page 1 �x Right Suite® Universal 2019 19.0.20 RSU27054 2020-Jun-1910:46:16 ..Amalfi Cir (LFG)Adams Homes.rur