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HomeMy WebLinkAboutBuilding Plansi TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIAINDEX OF DRAWINGS ��' �„ „i R318.1 CAST IN PLACE CONCRETE CODE CRITERIA l TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES; SHT Ni TITLE M RECE,VEI'� ��� , OF R ITE 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" _ - TE - BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS 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 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: PLUS OR MINUS 10, AND HAVE 2 TO 5% AIR ENTRAINMENT, 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND 4. CONCRETE COVER MIN. 3' WHEN EXPOSED TO EARTH 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON G 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL F A615M GRADE 40 U.N.O. REINFORCING FOR FOOTINGS AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. OF ALL TOP BARS OF BEAMS. - CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. R 11/2" TO FORM U.N.O. : A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN DE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. E NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ ALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORCERTIFICATE NFPA 70 BUILDING CODE ACCESSIBILITY S (NECEDITION (2017J NFPA 70.14, NATIONAL ELECTRICAL CODES (2014) & 6TH FBCR Ch. 3443 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31844) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION I. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BORd4COR" 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 WITHIN24" A.F.F. REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEI USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTI LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SETEPDXYTIE ANCHORING ADHESIVE EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED APORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY 4G REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON �I WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT FOR WRITTEN APPROVAL GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO HESE''..AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES 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. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, STRENGTH A 1900 P51 if = NFO PSI ) 2. MORTAR SHALL BE TYPE ' S", CONFORMING TO ASTM C27042A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH GRADE N, TYPE 2, CONFORMING TO ASTMC90-014, WITH A MINIMUM NET COMPRESSIVE A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT I ATH AND LATH ATTACHMENTS SHALL BE OF CORROGSION�- ESISTANT MATERIALS EXPANDED METAL OR OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRYINSPECTIONS 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL B ARE REQUIRED DURING CONSTRUCTION. AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR SOFT, ROOF TRUSSES* ROOF RAFTERS LL/360 LL/180 TL/240 TL/120 COMMMENTS: WOVEN LATH ATH SHALL BE ATTACHED TO WOOD SHEATHING WITH + +/2" LONG 1 GAGE NAILS HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE.. ROOF RAFTERS (W/O CLG) LU360 TL/240 N Z/19'• HEAD OR 7/8" LONG,16 CAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL M 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND B 5 ONE. LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. . PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR TRUSSES/ BEAMS ** FLOOR FJOIST*** LL/360 LL/480 TL/240 7L/240 AND HORIZONTALLY IREF. 2017 FRC R703-7.11, *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" +**.TLMAX 1/2" 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 S NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS 8. TEMPORARY BRACING AND SHORING OF WALL TO PRO 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS It. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER A STOP IS PROHIBITED: IDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. R (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. !► WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) I. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTUR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL I FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD LL TOP CHORD DIL 20 7 20 7 20 15 20 25 I. TWO LAYERS OF AN APPROVED WATER RESISTANT HARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED 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 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED. FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF TI 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS TH SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING 4. MANY OF THE NEW PRESSURE TREATED WOODS USE C VERIFY THE TYPE OF WOOD TREATMENT AND TO SELEC CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR S OR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND E CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS T HAVE HOLES IN THECENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION INES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. iEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, AINLESS STEEL FASTENERS, DOT SODIUM BORATE (SOX) DOES NOT. BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 O 10 0 10 0 10 TOTAL (PSF) 37 37 1 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 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. S. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTI 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT I WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. I OR CONCRETE TO BE PRESSURE TREATED. VITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOODrFRAME CONSTRUCTION. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING M PARALLAM COLUMNS: 1.8E Flo = 2400 PSI MICR 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR V N VALUES U.N.O. LAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E FI>=2400 PSI MIN. ALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/ WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSUR .. 4) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. 109 15/32" RATED OSS EXPOSURE 1 GENERAL FLOOR LOADING _. TOP CHORD LL O C 0 Dl 40 (PSF) 10 PS COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN NOT BE USED AS WEATHER RESISTANCE BARRIER UNLE ANEL$ AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL SS SPECIFIED. JUL'0 1 7010 1 COVER SHEET Permitting Department 2 FLOOR PLAN St.. Lucie County 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 6 0 5 ELEVATIONS 6 TRUSS LAYOUT o S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS o S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC '� ly®tsaett a d. dddi l60 i€YAB 1 �T c p 6 e a c E jig, E _ co v _� o � C4 gsw gF W � C U 50 ri fii ri T P H RD RIF �.�sima w BOTTOM CHORD LL 0 (PSF, SEE FLOOR PLAN FOR ACTUAL PRESSURES I ° a PRE ENGINEERED WOOD TRUSSES I w a gt LLj W N BOTTOM CHORD DL 5 (PSF) o w A a ui w 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURE YFASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER J=..a g p 0 a " d rc STRUCTURALPLAN w � 'P t Z R ja o 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED I ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING �. I W A ; 009 -GRADE LUMBER AND ITS FASTENERS" AS RECOMMEND D BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. s "' a `�ii, A GI ^ m m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOI TIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: o a 9 Z T WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF)' D b o N 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:Fi 100 (PSF) a 4 I Z ILL 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL C NFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) g B'a N THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE AMING DESIGN LOADS. v '�' -* en""''.F°$E"6.cs"" ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLAT CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) m STACK ROOMS 150 (PSF) z �r SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES,. BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, % _ N AND PERMANENT BRACING AND/OR BRIDGING AS REQUI ED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200.(PSF) N z ro g AND SEALED BY A FLORIDA REGISTERED STRUCTURAL E GINEER. 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 SPA S WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) E Q D ALLTRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSH� 3 a STAIRS 40 (PSF) _ .`C ., UPLIFT CONNECTORSSHALL SHOW ALL TRUSSES, ALL FOOT MEMBERS, A FOOT NOTES Z d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG g 1. UPLIFr CONNECTORS SUCH AS HURRICANE CLIPS, TRUS 3 ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE I. TOP. v 'm TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARINGWALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD fBALUSTRADE AND PANELS FILLERS SHALL 8E DESIGNED TO WITHSTAND A w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR _ ra 0 E HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. MORE INFO. E U w o r* E 0 c m FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: a L ID 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON 'SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Deslgner/Engineer listed In the tltleblock of these 1p ----- w 0` 0 8 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S sRECOMMENDATIONS 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 documentsbe accurate, providing Licensed a; 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 �, U q THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE IVi 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 to4- INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to LDAMS HOMES 3. FOR MORTAR JOINTS LESS. THAN 1/4", PROVIDE (1) #5 ERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE.CONT. construction. All construction MUST be in accordance to the 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 TO FOOTING). information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION Y BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2'k" TRENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE '. � Information found in these plans should be directed to our cherg FLORIDA CONTRACTORS LICENSE N0. CRC1330146 MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS S 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 � TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager at 321.972.0491 immediately. No backcharges 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM1 W/ (4) 1/4" x 1 112" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. will be considered for reimbursement by the Deslgner/Engineer m 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 GULFBREEZE FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR N MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE without advanced notification and approval b the = CONSTRUCTION AND HA 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. p y Deslgner/Engineer. Payments will be made in accordance to the a MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FDR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. PORT ST. LU CI E 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SINiPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION., VI Job information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. S MASTER REVISIONS m o cn DATE DESCRIPTION 0 N D ffl® IVHOMES z _� Of Northwest Florida® E w °' I-ILE C O PY ai N 3 E i z F-�<Um cn p _3 Li IGt/YGD FOR m ♦ Model Name / Number: Rl 000 GULFBREEZE PARKWAY GULFBRE.EZEg FLORDA 322563 CODE COMPLIANCE 2508 ST. L CIE COUNT ♦ wan Issue Date: BOCC Z 1 Friday, May 22, 2020 6 ♦ KA PROJECT NUMBER: d 20-3501 MODImML 2508 2CF c Sheet. MIN, _ COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 4 O 5 (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 Q 24.8 (+) 24.850 27.1 (-) 31.1100 23.4 (+) 23.4 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES:_ I. 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. BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP-010 TOP BOTTOM NO BW1 16" (2)16d TOENAILS (2)16d TOENAILS SPF UPUFT F135N72 W/ (8}10d SPS W/ (S god :L6.SP2 STUD, (6)10d PLATE STUD, (4) SOd PLATE SPF 402 BW3 is. (2) SP2 W/ (6)10d (2) SPS W/ (8)10d SPF 803 UD 1 PLATE STUD, (4)10dPLATE NO BW4 16" (2) led TOENAILS (2)16d TOENAILS SYP UPUFr $W5 SP2 W/ (6I-10d sP1 W/ 16}10d is. STUD, a 100 PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6)10d SPi W/ (51-1od BW6 15" STUD 6 10d PLATE STUD, 4 SOd PLATE SYP 878 N BW7 12' (2)16d TOENAILS (2)16d TOENAILS SPFO UPLIFT BW8 SP2 W/ (6)-10d SP1 W/ (6H10d 12" STUD, (6) SOd PLATE STUD, (4) lod PLATE SPF 535 BW9 (2) SP2 W/ (6) dOd SPi W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF > o7G BW10 12' (2) led. TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/ (8}10d SP4 W/ (8}300 12" STUD (6) 10d PLATE STUD, (4) 10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 30d SP1 W/ (6}104 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED TOP OF... -- F WALL r{�. r--DOUBLE 2z TOP PLATE 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 WFO9/83N INF FOR CONNECTIOO. IF HEADER M WRHIN WALL INDICATED ABOVE WITH --SEE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFUS CAN MASONRYWALL 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 FOR MORE INFO W/1/2"AB032.. W EMBEIMENT OR 1/2" A TRC/IMPSONEW/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN S REQUIRES MIN ALT. SIMPSON 1/2" TITEN HD 0 32" O.0 1/18' OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 41oo 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 01 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPa AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE S. IF'BW" IS INDICATE) ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE WFOS/S31 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. PLYWWALL TO NAILS AT 4' O.C. IN FIELD AND EDGE SIDE 7/19" EXT 7. ALL 2x EXTERIOR WALLSW/EXTERIOR NA(1) EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE E AL S / EXTERIOR E SEE PLAN AND WALLS SECTIONS STUD SPACING AND GRADE WALLS ACT A5 SHRING WALL 8. IFTHE BEARING WALL IS INDICATED N THE . B THESESWALLS ONLY U BW4, BW7, SDMOTUDS NNUED T DO SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT THE STUDS ARE TOE NAILED TO THE HAVE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD DINED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRNE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LDAD, lOtl= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SUE (BASE) CONN. &FASTENER UPLIFT(Lb) C1 0) 2 %4 #2 SPF (4) - led TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 11/2- 2145 SIDS SCREWS C3 (3) 2 x 4 SYP #1-0R- (4) - led TOENAILS 0 DTT2Z W/1/2'WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR- & (811/4' X 11/2' 2145 WS SCREWS FC574%4 C5 P.T.02 ABU/ W 5/8- ATR G = 6665 SYP POST & 122) - i6d NAILS U = 2200 6x 6 RT,#2 ABU66W/5/8"ATR** G-12DOO CB SYP POST & (12) -16d NPAS U - 2300 8 x 8 P.T. #2 ABUSS W/ (2) - 5/8" ATR-- G = 24335 C7 SYP POST &(18)-16d NAILS U=2320 3.5 x3.5 P,L 1.8E R�Q400 PSI HDU5SDS2.5 W/(14)1/4"x 21/2" SOS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR•• 3.5 x5.25 PA_ HOU58D82.5 W/ 414) 1/4'x C9 S.8E Fb=2400 PSI 21/211 SOS WS &.8/8' EXOPY 5645 WOLMANIZED IF EAT. ANCHOR, OR ATR'" C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI 1-01.1851352.5 W/ (20)1/4' s 21/2" SIDS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.SE Fb-2400 PSI HDU8-SDS2.5 W/ (20)1/4' x 21/2" SOS WS & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HOU851352.5 W/ (20) 1/4' x Q1.8E Fb-2400 PSI 21/2' SOS WS & 7/8" EPDXY WOLMANIZED IF EXT. ANCHOR, OR ATR*** 7870 GENERAL COLUMN NOTES 1. SEE R.00R PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL MOTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 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 6" EMBEDMENT FOR 7/8" ATR S. IF [Cl 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 0.80 MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL VIA, / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131' X 2 le 0.131" X 2'A' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3 0.131' X 3' SEE PLAN BLOCKING & TOE 0.148" X 3 'A" 0.131" X 3>4' NAILS & TOP PLATE 12d O.US" X 3'A' OA31' X 3 Vi" S' O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.146" X 3" 0.131, X 3" 8' O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL OOLUMNS led 0.182" X 31k" 0,131' X 3'A" (2)181)(COMMON) SEE PLAN 1 (3)16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SUE CONNECTIONS (2) - 2 x 8 02 SYP W/ 7/16" CONNECTION; PROVIDE (2) M OSS FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 2.2" OR (2) SIMPSON HETA16 TO CMU D.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 10. #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M Call FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS O 12" OR (2) SIMPSON HETAIG TO CMV O.C. TYP EACH SIDE COL U.N.Q. ON ROOF PLAN. �M 121- 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) , �Nq3> VSFLPLATE. NAIL SIMPSON LSTA24 OR (2) ���/// BEAM TOGETHER USING (2) SIMPSON KFS20 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) - 1 3/4' x 111/4" LVL 2.OE FLm2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M4 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) HTS20 TO WOOD POST 1/4° x 31/2" SOS WOOD OR (2) SIMPSON HETA16 TO CMU OR (2) SCREWS 0 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4"x117/8•LVL 2.0E Fb-2500 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SIDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HE7A16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) PA6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 12) 1/4' x 31/2' SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 4t 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES J,. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED. (MIN. 4- BEARING EACH END) 2, SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS $, BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS Ht (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ V2" FLITCH PLATE THIS SHEET Fly (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1l2" FLITCH PLATE THIS SH EET H3. (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/T' FLITCH PLATE THIS SHEET - O(2) -2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET. H5 (2)-13/4-X 11114 ATTACH TOGETHER VW(2)ROWS 1/4-X31/2' LVL 2.OE Fb=2600 PSI SDS WD SCREWS 016" O.C. TYP. EACH SIDE HB (2)-13/4-X 9114 ATTACH TOGETHER W/(3)ROWS 1/4°X31/2 LVL 2.0E Fb--2600 PSI i SDS WD SCREWS @ 1V O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - 3 -11" (1) (2) (1) (2) 4'-0" - 9.0" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES E VERIFY W PLAN CORRECT LENGTH OF HEADER REQUIRED 1. / Q 2, IF HEADER IS ON THE 18t FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LIND ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH 13) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 58'-81, 10'.4" 3',8" 12'-4" 4" 10'-011 DBL 25 H FEK 25 SH - q - - 16" PRECAST ABOVE- 16 PRECAST ABOVE I , ---- ------ --- ------ 4 'ap 3,-0„ 5•-0,. (EGRESS 0$E JM(n M 5 SH.'BB MS0TUB /SHOWER S1 LANAI MS031668 m uNITH1A-aco 8'-0"CLG m Oao H1 ' WN E R' S BEDROOM O 9'-a" 5'-2. r-0" 2'-9„ 4' 5" 2650 BATH 3 O BEbROOM 8'-0" CLG 8'-0" CLG(' 18'-0" CLG BW1 TE © O v ry H2 (k (2) 3050 SHa ° 2868 `,�,1O LAW3H4 3'-8" 1'-6" 7' 4" Go v BREAKFAST a N I 10'-0" CLG ° Cap f V28682668 -68 G.T.I W 220_ [36" FLAT BAR 3 ' _ _ _ UNFLR °P TOP ON 341fz" J 1 8' CLG R/SH N' UNE v WALL q " ri 1 p 14'.p" 19 0„ 3' /�Ir 3'-11" 3',7. 2,-4". ' 4,-0" " 'n R/SH -- - - - ". 2668 2-2088 v 2 R/ SH / I R/SH 4 , I �p5'-6" 3'S" W. W. m 00 I � ~ e U ¢ f-.. T I 1 FAMILY ROOM 3 KIT EN 4 1 ' (N BEDROOM 3 10' 0" CLG .y I I I O ,r, :H I I q <M I Pit o 10%0" CLG _ 8'-0", CLGOP A .N R/SH R/SH q r I G.T.1 F LINE , I ® N ' ® N - - - - - O S BATH b) W-C„ CLG FUR 00 N10"xi2" ry DROP -►� LINE 8'-0" CLG A I. keg SOFFIT �- - - CLG R A o iv ry ® "- ---- 2868 to O 7,-1„ 0 3'-3^ 0„ 8,$„ 3'-10" 3 -0. 3X4 GAADE ' p R loll cN A/C ° ' SHWRO m TU ro RRGLINE COL �-' N '-0" CLG a L� N S03 1/ ®'' 8'-0" CLG r S1 ::n DINING ROOM UTIL T10"x12" ,Bws FOYER Y 10'-0" CLG 8.-0" CLG �l0 @3O'-0" ' 10'-0" CLG SOFFff-` 4'-10„ I, 5,•4„ 3'.8" 3" X 101, _ 1 ii _ o , ~�i Z, m CORNER xl r -,I In N do o Mi ' M PROJECTCO IONS @ALL LOC'S a. 31.11 'III °TUB /SHOWER t. LIVING ROOM' L9 u IJ ' A INVERTED HIP TO 10' I FF-- W; WF39 i4 m S-3 I SHOWN n I ,.... 2 268E ri ¢� , ' MS03 U =' hi - - - IL - - - - �� W W, I H4 O ' S-1 WF01 MS03 I I e iv - - - - - . R/SH / , , 31 L ,� - • wsol / a Z wFo2 � z66$ S-2 m / ti 3068 S-3 C O VERIFY WIND W TYPE H1 O BW2 N4 O _ C 2 / EGRESS' G ESS WITH E A LEV ON / MS03 2)-1 2" SIDE S (TEH limit / S1 NSOM ABV. 1 1 8'-0" 5,-O,r 111-8 EA SIDE OF ENTRY MET. T'HLD O" Cj ; DBL 26 SH / TRANS.ABV q " ---- 1 SEE ELEV. fit ' 7'-0" 5'-0" ATTIC ACCESS / O S 3 ENTRY , , , 10'0" T.O.M. ' LOCATE IN FIELD 1 i 22" X 36" MIN 10,CLG g -------------- ,1 DBL 25 SH a , I 4 o 0 4 3 8' CEILING "o a 3 II "H 2 CAR GAf2ACaE -Y V 11 TYP 11 0 8'-0" CLG „ 1, ,1 01 ®E FA3TITFa N In04 O iv y A =W O N 0 i� 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 I3 +27.8 / -37.0 +26.5 /:-28.8 O +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31a O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE' PRESSURES WALL LEGEND N� FRAMED WALL o m BEARING FRAME WALL Y o ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR @ STUD SPACING AND GRADE. MASONRY WALL yNy+ 3 GENERAL NOTES E R302.5.1 Door from garage Into house must be a >, minimum 1 3/8" solid wood door, solid or a honeycomb steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of r the building, exhaust to attic Space and soffits is not TL acceptable. Ventilation shall be permitted to exit through s the soffit If solid soffit Is Installed 5'-0" on each side of III the venting. v R302.6 The garage shall be separated from the T° residence and it's attic by not less then 1/2-inch (12.7mm) gypsum beard applied to the game side. Garage beneath rooms shall be separated from all v habitable rooms above by not less than 5/8 inch a (15.9mm) type X gypsum board or equivalent. Where g the separation Is a floor -ceiling assembly, the E structure supporting the separation shall also ®tNll))f)ggq '®oP 7GF{, i Jd0 a� 2 � r r�"�• \ "• F L 0 P .".^ 2A q)f/111"6N41�w� I 'O li protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 10 g g ro _ R312.2.1 Window sills In dwelling units, where the opening of an operable window Is located more than O N ti o le re Ed s 0 oa 7 Inches - z 21 hes(1829 mm) above the finished rode or surface below, the lowest part of the clear opening 92. 0 "� R a of the window shall be a minimum of 24 Inches 41 °i w (610 mm) above the finished floor of the room in c " °i� N ° ° gag Oms a a w o hlch the window is located. Glazing between as g bei ee the „ ;f Z z 0 floor and 24 inches (810 mm) shall be fixed or have 12 £ openings through which a 414nchdlameter (102 mm) w s B W M. 5 w s o sphere cannot pass. oW;g� 2�a� d a R308.4.2 All windows within 2'-0" of doors and In E Z a a!a y shower or tub areas will be safety tempered glass. o m # f a M cai � �geA- osFnG.cOM ❑ ❑ ❑ Gelling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on 2 roof diagram nailing schedule or 5/8' COX. 1O Z g iX T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to Q 13 ` unconditioned spaces (e.g., attics and crawl spaces) < `o shall be weatherstripped and Insulated to a level 3 �` equivalent to the insulation on the surrounding 'o - s surfaces. c Z a Laundry Note: (Unless noted otherwise) Provide dryer 1 vent thru roof max. Igt. 35'-0", washer & dryer units @ W w (washer unit to be always on left side when facing , V O. E units) harison box ® 36" aff n 1 O VIA/) w Ceilings for exterior entries and covered porches to be N c m 7/16" OS8 On underside of roof trusses shall be c t / fClLn = D r•L uo attached to all framing members with 2x blocking � provided at perimeter.E The OSB shall be attached w/ Scl w o' 0 E nails at 6" O.C. field and 4" O.C. at edges or 7d screw c r_- 0 shank 3" O.C, field and 4" edges. Vinyl cei� ling to be 16 x S Spat attaches to OSB per manufacturer speclflcatlons U o o _ CANTILEVER CANTILEVER - f BEAM 12-0" -4 B 8-0" 4 i ------------------------------- - ----- 134" 8 8" 12'-0" REVIEWED FOR CODE COMPLIANCE $12 ST. (LUCIE COUNTY BOO,/C i O HOSE 1 BIBB 16 X 7 OVERHEAD 14'.4" 6'-$" AREA CALCULATIONS 24'-8" 1St FLOOR 2516 S.F. lidSg'g" TOTAL LIVING (AC) 2516 S.F. FLOOR PLAN L A ^' GARAGE 555 S.F. F r H Iy COVERED ENTRY (BASE) SCALE: 1/4" = 1'-0" COVERED PATIO/LANAI 200 S.F. ELEVATIONS "CiR" TOTAL AREA UNDER ROOF. a: Qouo 11m. a ® DAMS HOMES ' 11 -' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 ' DIVISION LOCATION: PORT ST. LUCIE > VI Job Information: r b i i O s z C_t ' LUJ ) 0 U N L 1 `•I VA N E 2 6 Z m to a _ 0 _3 LtJ � _ M (1) ♦ Model m Nae / Number: I 2508 ♦ I Plan Issue Date: Friday, May 22, 2020 ♦ KA PROJECT NUMBER: I 20-3501 Sheet: Of: 7F FLOOR PLAN I (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF. SEE PLAN Z LL 16' (2) #5 REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN — #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFEIMCE FMASW FOR STEM WALL OPTION 8„ OPTIONAL CURB FOR F.F. VARIES MASONRY Q ELEV. 0'-0" ; ' � ;.� W/(1)-#5BAR CONT. o I 2 STORY: 20" X 20" REINF, w W/ 3 - #5 CONT. SEE PLAN • : , BEARING 16• (2) # 5 REBAR 1/2" =1'-0" 1 FM02 SECTION @ GARAGE 1/2=1'-O" FM03 I THICKENED EDGE 11/2" 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG: WALL IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE RECESS AT GARAGE. FRONT WALL OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. " x ALIGN DRIVE W/ BOTTOM OF (2) #5 REBAR RECESS & PITCH DRIVE N ' ' • 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5CON T. 12 STORY: 20' X 20" JOINTS 10" O.C. TYP. ` .18" (2) #5 REBAR W/ 3 - #5 CONT. FM09 I SECTION @ GAR. DOOR 1/z°=1-0 FM10 INTERIOR BRG WALL jjj''-2x BRG. WALL 2 STORY: 20" X 20" / (SEE FLOOR PLAN W 3 #5 CONT. / FOR MORE INFORMATION) law"NIN-0 REBAR 0 F c G 3 =1,-0„ °' `,pee®Iueerrr T s O OI, ' e E• d JCj\, aTa6a . Hc. m E # U 4 Q • 47 x S Sa Oo a c � IL g FM11 I STEP DOWN BRG. 1/2" = 11-0" 0 5 OPTIONAL CURB SLOPED GROUT SEE PLAN- — $ OR MASONRY AT TO DRAIN 4"x4"x 16" SEE PLAN w ELEV. 0'-0" WITH O e' CURB' w TYP. SEC. (1) #5 BAR CONT. (G.C. VERIFY) 60 R Z �w•, °� " " F.F. REINF. ° (SEE PLAN) i 2 #5 CONT. INSTALL LINING *��r' 2 #5 BENT BARS W/ MATERIALS PER °"� ww • FBGR P2709.2 I 0)cn MIN. 25" LAP SPLICE - o MUDDED FLR. 16" SLOPED TO DRAIN MIN. E FM14 SECTION @ RECESS SHOWER 1 1/2"=r-0" FM18 TYP. STEP FTG. DETAIL 1/2"=r-0. a ALTERNATE: m THE REINF: BARS SHALL BE 7 REINF. GRADE REINF #5 CONT CONTINUOUS AROUND CORNER SEE PLAN o BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY a0 _ #5 X 25" X 25" - o � m 0J V g,2�. JLo J LL. LL LL 4¢V W [13Fm LL O E.�i a= N rl a �. .6 Q.. S m0,o. M Zo 3 z it °m g Zra LLm L d o V) W o � O WWW.FDSENG.COM ❑ ❑ ❑ VI ro 0 Z z M o Q 0 a Y RaR Ln Ln 8 N DO W o jt- I gE Q O w m ` ,Lnc U N E t: f=c � y Iet � du�o Qm CORNER BAR ONE a FOR EA. HORIZ. , ® Sii, HO REBAR, TYP. U.N.O. 18" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/c CHASE 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE 2 STORY: 20^ x 10" THRU FOOTING WA3) - #5 CONT. m GULFBREEZE, FLORIDA 32563 Ti FM19 TYP. CORNER BAR DETAIL 1.1/z"=r-0^ FM23 TYP. FND PENETRATION 1/2"=1'-0" DIVISION LOCATION: PORT ST. LUCIE STEMWALL SCHEDULE —" Job Information: STEMWALL FOOTING DIMENSION MAXIMUM HEIGHT (II). d 1STORY d 2 STORY b 1 STORY b 2 STORY NUMBER/SIZE OF BARS C. SPACING (O.C.) STEM WALL 0'.0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 8'S" >2'-0"-3'-0" 10" 10" 20" 24" W/ (3) #5 BARS 6744 5'.4- $ O >3'-4" . 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS S45# 4'-0". REVIEWED Ftd I"ti W/ (5) #5 BARS CONT. FOR >4'-0" -5'-4" 16" 18" 48" 48" & #5 0 18" O.C. TRANSV. 1162# 2'B" ODE COMPLIAN z SEE FOUNDATION PLAN �+ FOR F.C. SPACING ABOVE S 1T " LUCIE COUN o y LO SLAB LEVEL BOCC @ E W NOTES: o m > z H CN 3 .. 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL 9 U SEE CHART.C.) MAX. F.C. INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM d 0 J LIJ .SPACING (O.C.) n SPACING STATED IN SCHEDULE 2. o i w i w 00 LPL `J, `/ J W.W.M. TO BE TIED TO #5 AX "� W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND 0 CONT. REBAR ERT. F.C. ABV. FDN, WALL WHEN STEM WALL EXCEEDS 4'-0" HBERMESH 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 Model Name /Number: EA VERTICAL REINF: BAR TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE #4TURN BARSTEM TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO WALLS GREATER R THAN #s 3. STEM IS ION 2508 F 4'-0"'" << CONSTRUCTION FOR MORE INFORMATION � (1) #5 HORIZ. CONT. TIED TO " 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK Plan Issue Date: EA. VERTICAL REINF, 8 � *16^ FILLING IS TAKING PLACE Friday, May 22, 2020 9N GRADE- 8" MIN. I .. . y .C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" To TOP OFJ, *. " 16, b * D.C. VERTICAL. GROUTED SOLID. WHEN STEM WALL IS GREATER THAN 4'-0" STRIP FIG. - ° 4 ° , C. TALL (TYPICAL ALL CORNERS) " ` KA PROJECT NUMBER: COMPACTED CLEAN FILL ®,.' ` • BAF STEMWALL IS WITH IN 6'.0" OF POOL OR WATER FEATURE FOUNDATIONS IN MAX:L2" LIFTS. * 20-3SO1. STRIP FPO. OF 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. "MIN. COVER *BEE NOTE 5 Y ghee„ /� Of: REINF. PER SCHEDULE d b C ED (a SHOWN) 8. R.403.1.4 MINIMUN DEPTH. ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE mw[ PLACED AT LEAST 12" &PLOW THE UNDISTURBED GROUND SURFACE. o 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL . FMASW I STEM WALL SCHEDULE FOUNDATION DETAILS Nrs OE LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,508 x 3 = 6,600 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1100 WATTS EACH 1 400 GEN UGHT'G & RECEPT. + APP. CIR. = 36,074 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 26,074 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10'000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A" = (.40 x 26,074)-10,430 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,430 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 168 HOSE BIBB INSTALL FAN BOX PREWIRE\ C-9 4 I I I I � I 1 L _ _..J Ell Mello, , , I I I I I I I I C 1 INSTALL FAN — — -' BOX PREWIRE I I J ' C i / A O INSTALL FAN INSTALL FAN \ BOX PREWIRE BOX PREWIRE \\ WP / \\ � GFI / \\ ACM I CM Fl ' i O�Q ;GFI 1 I FOR HOOD 20 T FOR D/W -ATTIC ELECTRIC I FAN REWIRE ' O F REQ'D BY CO )E p�y v GFIP} I ' GFI I U � , ---- CM I „ 11 - T 1 , GFI r- i- in Ir ,II.: i IIIGFl L — �J L206 220 � W.H. II „ I li it li it INSTALL FAN ls'OX PREWIRE ee Ifs / \&NSTALL FAN BOX PREWIRE ,®INSTALL FAN BOX PREWIRE ELECTRICAL r Gf l 42„ PANEL NOTE: ,-----------. LOCATION OF METER AND PANEL BOX ATTIC ELECTRIC i TO BE BY BUILDER. IF NO GARAGE SEVICE \ IF REQ'D BY CODE; DOOR IS PROVIDED A DISCONNECT SHALL \ \ BE ADDED AT METER LOCATION. -------------- NOTE: KEEP COACH LITES OUT OF BANDING, AND GFI \ QUOINS, ®42" ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION FOR TRIM. GFI FOR GARAGE DOOR OPENER ________________ _____--__________________, I ' , I I , I COACH LIGHT COACH LIGHT ELECTRICAL PLAN SCALE:1/4" =1'-O" ELEVATIONS "C1311 w U w BIBB i ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE 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 FBGR E3902.16 ALL 15 AND 20 AMP BRANCHCIRCUITS 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, EITHERANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF85 dBAAT 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 A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24", THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER bth EDITION FBGR 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 IMXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND S 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 —�� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX o CEILING FAN OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT N g DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET $— DOOR BELL SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING Fi JulvcrloN sox WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L,E.D. DISC LIGHT MI GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 410 ALUMN. IN T CONDUIT METER MAIN DISCONNECT 200 AMP AIC DISCONNECT UNDERGROUND SERVICE aY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #STOHVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 1=1 y' O 0 N N N li gs�c ` to N W HUI N � (g'1,8H�Wu NVr I'On Ye,mgG a�_ m I FA W�'8ME a L O a� LL u ui 2$ g O 9H a z .g Z . w - Z p i m m M m Eke 2 Ja se9 g. # g ..9 WWW.FDSENO.COM ❑ ❑ ❑ UI M z M O ' N � z a a _ Y n Q) r; 4-4 of - 0 w o IA c m v1 :D L°N E w Op o '.- c �$o Q mom ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: {0 z �Lb Lb W O = ��m m N r�i N � v z H U m M a ' 00 O lam. W V J V J Model Name / Number: 2508 Plan Issue Date: REVIEWED FOH Friday, May 22, 2020 CODE COMPLIANCE g VI KA PROJECT NUMBER: ST. LUCIE t"(L3IeI'IY 2 20-3501 BOCC m Sheet: Of, ELECTRICAL PLAN 4W OFF RIDGE VENT 1�6 M TOP OF BLOCK — _ r 'DOW HEAD HGT _—_—_—_ _ _—..__.—____ 0 ED GD io RN. FLR. LITE TEXTURED CEMENTITIOUS COATING OF BLOCK FIN. FLR. ■ 25 SH 1�6 LITE TEXTURED CEMENTITIOUS COATING 48"OFF RIDGE VENT 2650 SH 1 2650 SH 2868 1 TOP OF BLOCK UTE TEXTURED. CEMENTITIOUS COATING. a I _ FIN. FIR. LEFT ELEVATION "CRtt KALE: 3/16" =10" DBL 3050.SH TOP OF BLOCK m FIN. FLR_ DBL 25 SH REAR ELEVATION SCALE:.1/4" =1'-O" BRIG Cw ENTRY T.O.M. W'DOW HEAD HGT — FlNFLR Tv l R 4'SO" COL ON 28" HIGH( BASE DBL 25 SH. 72" HIGH COIL ON'28" HIGH BASE (2) 6 10P OF BLOC W'DOW HEAD H. T a 00 W iD FlN _FLR. _ - s 3068 DOOR WITH (2} 12" SIDELITES & 16" TRANSOM FIXED GLASS ABV 48.OFF RIDGE VENT D& 26 SH 16" TRANSOM ABOVE 1�6 �8' OFF R OCE VENT VtN I ILATION CALCULATION Formula = SF / 300 / 2 * 144 = not sq Inches of venting needed equally for Intake and exhaust Soffit product. provides _ ''}, 4.12 net sq in'/sf Ridge vent provides ' . 18.60 net sq in / If Off ridge vent provides ' 138.00 net sq in / sf Overhang distance 1.33 It S.F. of Area to be Vented (SF) s.f. Total needed for exhaust for up*101;,' 'll�828 netsq inches . Total needed for intake (so 1re26,100) 828 net sq inches Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be used in combo with ORV) 46 Uneal Feet of Soffit needed to meet required 151 Lineal S.F. provided by plan 219 LITE TEXTURED CEMENTITIOUS COATING 25 SH 25 SH N M m TOP OF BLOCK 0 ro io m RIGHT ELEVATION T'CRtt SCALE: 3/1e" .1'-0" 12" X 24" DECO LOUVER (TYP OF 2) 0 N ■ri1 .f �i11i .�1 .�1 .I .� .�i� .r .� .ri.1 FRONT ELEVATION TRaa SCALE: 1/4" =1'-O" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC BRG_ ® GARA tao® `,`,`eeeaaoer SN P� Sp •R�Sop��,��' N $'j t3 A .ti., V10 T. sdt LG ,.•��;,� m g ..£g m �r0 tdp' 5 SF&I10 Do s mre1 uJ V1 2 ; a I.: o: &az� 'S 3 m S IL a -8 a CE H �.l IL i g $ W wway.mswG.00M ❑ ❑ ❑ z M Z O(� O Z ) o ZW ¢ J a o ) Z i Uu' 0 E 0 ) e~ m (�=m I_ U �aaas =biy i p DAMS HOMES FLORIDA CONTRACTORS LICENSE 140. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O I— Z L C L0 LIJ U .. 0) Q_IW� o�D _I m cn cn VI Model Name / Number: 2508 VI Plan Issue Date: Friday, May 22, 2020 VI KA PROJECT NUMBER: 20-3501 I Sheet: Of: ELEVATION - CR SEE DIET. TB03 G.C. TO PR( BLOCKING 1 W/ APA RE( FOR SPAN F 7/16" OSB SEE "HIP/R BLOCKING" 0 z a 2 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. W Q CONTINUOUS BOTTOM CHORD a BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - - "X" BRACE SEE o )VIDE DETAIL TB01 v '0 COMPLY X)MENDATIONS- ATING OF _ Q DGE DETAIL _ 4 e Q g z � a Q Q O Q � R d - - - - EQ. \ TOP & BOTTOM. CHORD GABLE END BRACING @ -� 4'-0' O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FT. 2 L------------------------------------'---•'------------------, 1 T ' 4 FT. 1 OI O /'O /' I , 2 . I 2 2 '' , I I � / 1 / ,� 1 - O 'O 5 F�. 4 FF. /' I I 5 F(. 4 FT. 1 -------- ---- - ----^ ` 1 I `♦ 1 4 Fr. I \ 0 - - --- 4 Fr. O 4 FT. 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 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD - O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W18d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 G O L N OR VERTICAL "D.C.TO EACH TRUSSED 2 8d NAILS 3 0 @ ROOF SHEATHING: APA RATED EXPOSURE 1 15/32" OR GREATER OR EA ) MEMBER IF GABLE END COX PLYWOOD (TILE) WALL SHEATHING MUST B E MIN .131"X212" NOTE: Bd NAILS FOR / DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE INSTALLED VERTICALLY OR HORIZONTALLY ATTACH SHEATHING MAY BE INS G WILL NEED TO BE ATTACHED TO PER NAILING SCHEDULE. PANEL EDGES MORE THAN 1/8". ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ 116GA STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW x 13/46 STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/6" 15/32" OSB (2)- 2x TOP PLATE 15132" OSB EXPOSURE/ EXPOSURE 1 BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM II TI 11 II SOLID 2xBLOCKING @ALL =wSHEATHING xiII yl EDGES (SEE ° z itl III II C IISECTIONX-X) 0y- III If OPENING III. II - - _ II I C II II II - II II II. II 11 III II II II wo _ -.,r III rI II II II 2x STUDS I I 1 II 111 BEYOND: N SEE PLAN0z J 1 I I II /III II II H I '-I 11 �I - JI IL JU 1 I HORIZONTAL WALL ELEVATION DIAGRAM "S" = RAIL SPACING ti 2x4 P.T. BASE PLATE BEYOND SEE PLAN J W !C LL~�0 � ON00) rE 00lY IN\Iw00 LL y LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" D.C. ALTERNATING STAGGERED BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE 1YP. lI:N.O 9- COME ROR SCHEDULE FOR: ADAMS HOMES Model 250820F OR TRUSS ID BEARING POINT TRUSSACTUAL 'CONNE%RTUj CONNECFORID NFT.DEAGN FASTENERS NOTES UPLIFT RATING ... C1-05, E7, E7V-EIVC, H7 L/R -293#orloss HUA16) PER TRUSS MFR 1830# (9)10x 1-1/2' B13, B13A L/R -603#or less HETA16/HUA16 1810#/: 1810# (9)10d x 1-1/2" (91106. 1-1/2" All -Ale L/R -868 par less HETA16/H10A i8ID (9)10d x 1-1/VL#./1040# (16)10drc 1-1/2" F01 L/R -418#or lass HIOA/H10A 1040#/3040# (18)10d .11/2".. 18) lod x 1-1/2" A17 L/R -1996#or less (2)HETA36/(2)HTS20. 2365#/2620# (20)10d x 1-1/2" (48)10d x 1-1/2" (10)ad DOS-D02 L/M/R -354#.,less H2.5A/H10A/H10A 565#/1040#/1040# (18)10d x1-112' (18) 10d x 1-1/2" (M)8d a. 1 DOSS UR 354#orless H2.5A/HIOA 565#/1040# - (18) 10d x 1-1/2" (9)10d x 1-1/2" - A02-ADS L/R 730#orless HETA16/HSOA/HIOA 1810#/ 1040#/ 1040# (18)IOtlxl-1/2" . (18) lDdx 1 (9)10d x 11/2' ' MIA, A013, AO1 L/M/R -1164.#orless HETA16/HIOA/HUA16 1810#/3040#/1810# (18)iod 1-1/2" (9)10d x1-1/2" (9) IOd x 1 1/2 OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 L/M/R -905'.4orless HETA16/HSOA/HETA16 1810# / 1040# / 1810# (18)10dx1-1/2 B13& L/ft 505#or less HETA16/MTS12 1830#/990# 9 106 1-1 O /2 (14)306x11/3 , I (20) SDd x 1 1/2 MOO L/M/R 2424#orless (2)HETA16 / (2)HT520 / 2365tt/2620#/2365p '(72)10dx11/2' (2)HETA16 (20)10d x11/2 BO1C CONT. 84 PLF or less TOENAIL 330 PLF (1) lad @ 4 O.C. PER G501/ S4 PB1-Pas, V2 Y�, CONT.. -224#orless PER TRUSS MFR - A09 SUPPORT COLUMN CS JOINT#16 2424#orless HDU5SDS2S 5645# (14)1/4"x2-1/2"SDS WS& 5/8^.Epoxy Anchor or AM W. MIN EMBED - AI] SUPPORT COLUMN C2 - JOINT#11 -1896#orloss DTT2Z 2145# (1)1/2"Wedge Anchor &(8) 1/4"x1-1/2 SDS Sere TRUSS MANUFACTURER Pang U DATEOFLAYOUT: DATE OF TRUSS CUT SHEETS. 4/2/2020 L-LEFT,R.=RIGHT&M MIDOLEBEARINGS ` BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAWINGS O� e I U U C3 C5 00 O ¢ ti O ¢ 1 (D O ¢ U) O ¢ �' O ¢ M O ¢ N O ¢ Ti O ¢ -oRo T-I O ¢ Ti T•1 O O ¢¢ Ti O ¢� L�6y u7 lc� e I ¢ ¢ Ti O ¢ O Ti ¢ O %-I ¢ 4" %-1 ;-I ¢ N T-1 a 1 M Ti ¢ q c-I ¢ 0 Ti ¢ U Ti ¢ i`C Ti a XCOY)CI C3 C5 SA H R 00 SP 54 C7 = 50 U C 0 Ti E7 E7 E7 E7 U q 4" 0 SPA G © © E7 EE7 CIN E7 E7 E7 E7 E7 E7 7-0-0 7-0-0 E7 0 R C 00 U Q C 10 0N C -0 1-0 d D01S D01S D01S D01 D02 F01 I GE15 >J M m a a L © M a M a D M a L o m a _0 5Ro a > C N 8'-0" CLG o V q DD 2) F 0 Q O N E7 E7 E7 E7 E7 E7 E7 E7 E7 E7 E7 E7 E7 B13B B13A 613A B13 B13 B13 B13 B13 B13 613 B01C E7 E7 E7 E7 E7 E7 E7 (2) F 4 E7V E7V 3/12 VLT > M E7V E7VA E7V6 E E7 O BRG. 8'-0" AFF W/ KNEEWALLD01TO 10'-0" AFF G 5 CANTILEVER SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS OFF GYP CONECTO LA FASTENEM SYP HETAI6W(SlOdxl IWOR HTA1BW(10LOdxI IWOR OFRAMETO MASONRY META20W(8)tOdx 1112" 1810 HTA20W(10)tOtlx11YY 1870 O F EE TO H2SAW(1D)Sd NAILS 535 BOB RT7AW(10)Bd NAILS 5a5 FRAM©FRAME TO H1MwRI8)I0dxI Iw 1015 1040 RTISAW(17L10dx I W Piz 1020 FRAME HIOA-2w/O8Lftdx I1/ AT2PLYMUSSM Ra, loss RTi62%AISLIOdxl IWAT2PLYTRU M Islas OFROWETO MFS12w/(14)10d0IW(ATwERNM MTW12 W(14)IW. I In' (AT EXTERIOR FRAME LOCATION INCLUDE(3)12d TOENAILS) BBo NO LOCATION INCLUDE (3) M TOENAILS) Life TO MCAT WrAIN NAILS AND SlO" A.T.R. W Ir MILK IS W(28)10d NNLB AND 64C A.T.R. OFRAME E MASONRY EMBEDMENT W SIMPWN'SET' EPDXY 9090 09S 12 EMBEOMEM W SIMPSCN'SE EPDXY 4495 OFRAME Nf820 W(24)tOdxt IWOATEXTERIOR HiW20W(24LOd. I In'(ATEKTEWOR /530 PRNJE LOCATXININCLUDE(3)l2d TOENAILS 121& 1910 L0CATIONINCLUDE(3O2d TOENAILS FRAME TO (2)HTSOOwA YIGI x 110(AT E)(EWOR r4 HIWSD W(48)10d x 1112' OIT EXTERIOR LOCATION INCLUDE(6)l2d TOENAILS 2490 240 LOCATION INCLUDE (6)12d TOENAILS BEA) 2670 was,PRAISE HGT.2W(1E)1Od NNLSAND(2)5Po' A.T.R. HUGT2W(16)10d MILSAND(2)5M" A.T.R. © FRAME TO w/12"EMBEDMENTWSIMPSON'SE1' 10690 WWEMSEDMENTWSIMPSON'SET' AGO M MASONRY EMOY (HGT-3 FOR 34R.Y) GROW (HUG13 FOR 34N.Y) FGTRW(18)IWWBDSYJWDSCREWB RFUSW(12)WB3 WOW SCREWS AND ]1xi OFRAME MASONRY AND(2)1O?-.WITIENHDANCHORWLTB 3400 4725 (4)WV.6'WEDGE.BOLT O(IUMedrElOdSINKERS J1 FPAMETO 8(7)lWx2-19'TREN2 1750 Was MAGRI NOTEMBEL 0MASONRY/ 0 FRAME Ca LGT2W(32116d SINKER8&(14) 9500JA lWx21I4-TTEN(2PLYTRDSB) 40M4.1 p!JLWT2W(32)1BSBINKER88(10) IWxVVEDGE.BOLT(2W.Y7RUSSI 310BM 31MM FRAME OR(ML18d81NKERSFORFRAMEMA) 3240. 3TAFF OR(3416d SINKERS FOR FRAME(EA) 38xif 0.40.E RRAME TO (2) LOTS W(24)114'x 3' SIDS SCREWS Sal (2)LUDT3w1G4)IWx21WYM5 J3 PRIME &(8)M"x W TRIER (2 PLY MUM) xi1�DF OR(52)I6d SINKERSFORFRAME(EA) 8B86F SCREWB&(4)318'x5-WBI2PLYTRUS3) 013 (56118tl 91NKER5 FOR FPPME(EN 777 ©BEAMTO. MASONRY/ NU460PTHDC46 wplac RAILS& (12)I/ex2M4' TTEN(TOMPSJ DRUM U#B90 on= MISS HNSOPT HUIBWRa1Cd NAIU3& (12)114'x2Y4'TAPCOMS(TOMAS.) OB1825 UN1030 Op20f1 UeSO FRAME OR(12) IN&(6110d(MRFRAME) SYP-F SOP-M M(12) 1MS(81 IOd(FORFRAME) SYPf SYRN TO (2)HETAI6 OPT(2) HETP20 1820 1H2O (2)Hi'MBOPT(2)HTA20 1870 OFRAME M MASONRY 1fLYW(1..r", tl2"OR 2365 230 'LPLYW(10)1Udx1I0Cff1 2420 2-PLYW(12)18tl 2FPLYW(12)ISd HTBM16W(8)10d MILSAND(4)1A' 1/T "a 1110 NIWM16w1(8L1Od NAILSAND(411/4NI3/4' 1146 1225 TAPCONS MCGE-BOLT OFRAMETO N MASONRY OR HT3M20W(10)10d NAL8 N0(4)IM`x2IRA' 9% 1110 OR TWM20 w/(10)tOd NAILSANO.(IL1M'k1314" TAPCONS WEOGE.BCLT 114 122H ©FRAMETO H10SW(ESd.IIWRNLSAND(21&8'N' no 910 . MASONRY TITAN HD DTT22W(8)1/4'x11WWS WOOD DTGTZwsSl "x1Iw WS15WWD O. MASONRY SCREWS AND (1)112'B A.T.R.EPoXIEDW 1B35r4M SCREWSAND(1)IN-OA.T.R.EPDXIEDW 1510 1335 SWfSON'$E (ME NOTE M) SIMPSON TET'(SEE NOTE M) FRAME TO HTTS W(28) IN x210 NNLB AND Ll) GM' B HTT45 W GIB IN a 1W NAILS AND (1) OR MASONRY AT.R EPDXIED wI81MP30N 4375 5'8'HAT.R.EFOXIEDWSBAPSON'BET' - axis (SEE NOTE M BELO" (SEE NOTE M BEWYI) FMMETO R, ..18)... A21/C NAILS ANO(1) SIB' H "SET' HTT46 W(18) IN Gln' NAILS AND (1) ®. MASONRY A.T.R. EPDXIED wI SIMPSON Sees NWO A.T.R. EPDXIED W SIMPSON"9EI' - 4180EE NOTE M BEL (9EENCTEMBELDM) 0 PRIME TO FRAMEHIM W(24) INN 1WMLE 70 LUGTI W(23) Bd xI IWWOO 875 1015 FRAMETO HMIRTWM)1MY11%1'8D9 WOOD Mo RTISMWOB 10dxt 1WNNLS& 1396 1395 MASONRY SCREWS&(5) 114W 114'TMCON$ (4)1/4'.xI M'TAPWN9 FRAJAEM MOT W (16)114W SIDS MOD SCREWS & OV mAsONRY (1) 6T8"H ATA8MXRW W SIMPWN'SET• Mal 4940 WIV MIN. EMBEDMENT FRAMETO 2 VGTW 2 i0l MO MOD SCREWS ( 0 8 © MASONRY III"'S A.T.R. EPDXIED wl SIMPSON 5170 71M 'SET W 12" MIN, EMBEDMENT O FRAMETO HDUMITW 18 114W' MS MOD SCREWSB 4.6DS26 W(10) iMY 1CSOS MOO 32s5 9506 MUOT15WrS2)tOd NNL58 HTT4fiW(10) - 41M FRAME SCREWS B (p 5l8'BAT.R. 10d MIL58(1)SAYH A.T.R ORRAMETO (2) HITS W (52) Isom 1w NAILS & 4376 6W0 (2)1. W (52)1Bd7x211 NAILS - WE FRAME (1) 5/8'8 A.T.R. (SEE NOTE M) g(¶SM'H AT.R (SEE NOTEM) OFUF A, f(wJNFM(IR NDTFA. 1. MNNECT ALL FLOOR TRUSSES TO INTERIOR SENSING M ORD WALLS I BEAMS W C412d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PUN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR ENGLE PLY TRUSSES, WAS ON FULL HEIGHT SYP M1 ' TO TRUSS VERTICAL MBW(2) ROWS OF IN NAILS W 3. O.C. STAGGERED. 5. WON, A.T.R. EMBEDMENT CMU BOND BEAM U.N.O. a. SCAB TRUSS CHORD W 4'4'a SYPQ(MATCH CHORD LUMBER SOS .1 (2) FROM 1M@ W FROM END& 4.O.C. STAGGERED;, CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MNIMALCONNECTM UNOON FRAMING FLAN 1. WNNECTIONFORAMR OFIFLOORTRU93ESMMAB WWALLSTLINTELVICFWN SUNOMPUN 2, CONNECTION AT M'OR 32'O.C. PENDING VERTICALS FORALL FLOORTRUSSES PARALLEL TO MASONRY WALLS ME DETAIL FB12413.1 FOR MORE INFORMATION 3. CONNECTION MR ALL HIP JACK (COMER JACK) TO MASONRY WAMSIICF WALLSLINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3Y O.0 MAX. W(2) AT EACH CORNER. G.C.TO VERIFY LOCATION DOES NOT CONFLICT W U pF APPMCABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMB w1(2)JIM TONASS OB MINIMALCONNECTORUNOONFRAMINGPLAN 1.//��xCONNECTNIN FOR JACKTRUSB TO WOOD WALL OR BEAM Ra./ MINIMALMNNECTCRUNOONFRAMMDPUN 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 MELD 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 DRAW/ . TUGS, ADDITIONAL FEE S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION T PRIOR TO THIS REVIEW IS NO ADVISED,AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. I 0 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 CODE COMPLIANCE ST. LUCIE COUNTY ROCC 1'.4" ROOF O.H. TYP. + 0 �---METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA o SEE TYP. WALL -ALUM FASCIA H SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS ® 2'-0" O.C. SECURE bCHANNEL @ 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 3/4"=1'-0" T!I �_� - U ltltlnr��f TORq���,� C iT = FT ��j •" �.L � Tom. �. It J�� 11 i111R1&&A Cl 'C 4 �C4Do N Do C11 f rD (1 0 9 m le rE ik Pi LL O��mD m Amm m� 6 LLL 2w��'s O 2 a w G: z z m m Z. E as d BI B ESN WWW,FDSENG.COM Q L z o Z 0 W W a r -I (A J a x; _� Z N m v W9 U - Q w cm Nc � �m M U �N E w F t � 5 _ 0 pp m go U0 d x N-•o N Oho FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: b I i I OI i L 1 ( z �LO Ln i W o � U 0) M GO E CD E i e�-1 CV m ¢ m 0JU LU:p o J m (n fn OD N V1 Model Name/ Number: y 2508 a o Plan Issue Date: y d Friday, September 11, 2020 c W V KA PROJECT NUMBER: d 20-3501 a rn Sheet: /► Of: � TEN/ N TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TRUSS PLAN "CFI° � OF PLAN. CR LINTELBEAM: +� 1 COURSE LINTEL BLOCK W/ 14 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 D LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE .INFO TOP OF SLAB - F• I„ MS021 TYPICAL SHEAR WALL SECTION TYP. TIE BEAM W/30DO P.S.I. GONG. W/1 #5 REBAR CONT. Sit SON SPA W/(S) -10d X 11/2 SP6 OR SP8 FOR 2xe AND 2X8 WALLS -4 -4 DOUBLE 2x TOP PLATE I' STANDARD HOOKS SEE MS05 FOR MORE INFO TO- FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERr. r EARING WALLSHEARWALLFRAME WALL.M.U.2 $YP/SPF P.T. W//2" X 8" "J" BOLTS OR /2" X 6" EXPANSIONORS OR (8) 3" X 1/4" ONS OR 7/8" HILTI TDFDNI 2x BASE PLATE SEE PLAN FOR MORE INFO RAME (EXT/BRG/SHEAR) WALL TO MS03 F N.T.S. 20" MIN. LAP #5 REINF. BAR ppII 430R #4 REINFORCING BAR to" I 25" MIN. LAP RFJNFORCING EAR #5 STD. 900 HOOK #5 1 AP SPI ICF SCALE:1"-1'O" 36- MIN. LAP #6 REINFORCING BAR ` GRADE 40 U.N.O. #6 1 AP qPI C. MSO,51 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2x4 1/4'X2%' 12'O.C. 1 2x6 114"X2s4" 12°O.C. 2 2 X 8 1/4" X 2sA" 12' O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST _ _ _ _ _ _ 1 :UNTEL a 12) 2X P.T. KICKS W/ 2/2" O.S.B. ' BETWEEN i I , FASTEN Pr , i NAILER TO MASONRY IF DOUBLE 2X NAILER 15 USED. USE 1/4"X 4 1/2- TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. O ELEVATIONS "CR" O C I REBAR AT TOP eIN (o RSQO FIR" CLEAR •r. c.K r.'. GROW S F s"AR AT BOTTOM O. OF LINTEL CAVITY BOFYOM R6IHPCRIJ`l6 TS/6'ACTLLA: PROVID® IN IIMEL (VARON a• NOFmAL W O-A TYPE PE&GNATION T�' F . FLL@P u:'-N GROut / LL = LLNFILLaD 5OTTO Tti PY NT ptCAV AT II aOTTOM LM " GA A 8F16-115/1TIj NOM4 L UIDH NOMINA L FEIGN RMAR AT I Reur MATERIALS 1. fc Precast lintels - 3500 pal 2. fc Prestressed lintels = 6000 pal. 3. f'c grout = 3000 psi W/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 pal- 5 ' Reba provided In precast Ilmel per ASTM A615 GR80. 6. Field Taber per ASTM A615 GR40 or GR60. PfeSUeaslrg strand per ASTM A416 grade 270 low relaxation. 7. T/32 wire par ASTM A810. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed Joints 2. Shore filled lintels as required. S 9' p R to 3. Installation of lintel mustcamPly With the amhltectural m '& •S 00 and/a structural drawings. � E g Q ro m 4. Lintels are manufactured With 51/2' long notches at the 4E 4o ends to accommodate verdcel call reinforcing and grouting. 16 8 0 -1 5. All lintels meet or exceed L/360 vertical defection, except lintels 17'4" and s LL longer with a nominal height of 8" meat a exceed L/180. c e _ $ 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 0 _ 7. 7/32" diameter YAMS MPS are "load to the bottom steel for W ¢ ii . W Ul mechanical anchor QQ a E a Fa'R yL e. Cast-IOplace concrete may be provided In composite g 4 €.e 0 q 2'a' a a C lintel In lieu of concrete masonry units. " s 2 v € 9 and �Irgs based an rational design analysis par ACI 318 g % a c o O R pg W °� w 5 rx p 10.LInte1 min, depths are called outon lintel plan. If contractor Instals a deeper Y 8 gl .i " 00 m m lintel than Indicated on the plan, doing m16 increases the strength M the lintel z and is approved wRlout en Ineeri letter. If a smaller Ilntai Is installed contact a. tot N a "cS a FOR for approval. g g 9 6 Z o O 7 5 ^ $ C W SAFE LOAD TABLE NOTES q� RE WWW.WSENG:CDM ❑ ❑ ❑ 1. All values based on minimum 4" beating. Exception: Safe loads for alfilled y M Ilntale moat be reduced by 20% If bearing length IS less than 6 p Safe loads for all recessedilrnels based on 8" nominal bearing. Z r- a 2. N.R. = Not Rated. �i Z M p 3. Safe loads are total superimposed allowable load on the section specified. 2 4. Safe loads based on grade 40 or grade 60 field Moor. Z a QTrull 5. Additional lateral load capacity can be obtained by id the designer by Q o Q providing atdlonal relnforc masonry above the precset Ifntel. a I 6. One #7 Taber may be substituted for two 45 rebars in W lintels only. _ 7. The designer may evaluate concentrated loads from the safe bad tables by n wlalatlryL the maximum resisting moment and shear at d-pway from 'm y the fable Of sUppOd. c 8. For COMPaite lintel heights not shown, use safe bed from next � lower hell uF 4-r W O 9. All safe lads In units of pounds per linear foot a L O C In W CNN^E 0I� U/ FE amour REVIEWED FOR ®DAMS HOMES CODE COMPLIANCE EF ST. LUCIE COUNTY � FLORIDA CONTRACTORS LICENSE NO. CRC1330.1 BOCC W GULF REE ER FLORIDA 32963 a DIVISION LOCATION: PORT ST. LUCIE PRECAST "U" LINTEL W/ 3DOOPSI CONC. GROUT SHALL BE FLUSH L I. AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL "f( Job Information: NTEL SCHEDULE FO R REQUIRED m REINFORCEMENT HURRICANE I I I OK STD. 90 HOOK c ANCHORS j a (TYP.)► S noes o h O r 7 B H REBAR ON BOTH SIDES ANGLE 3000 P S.I , OF OPENING U.N.O. STD 90 DEGREECONIC. W/1 #5 D G TYP. BOND BEAM 7 REBAR 8' x 8" x 1B 1 6 ` a) PROVIDE KNOCKOUT LINTEL BLOCK K.O. to BLOCK FOR FIRST FILL W/3000 P.S.I. r`B Use! V c} COMPLETE CMU COURSE CONC. W/1 #5 DIA. F-M BELOW SILL & FILL SOLID REBAR E \ +d+ W/ (1) 4S BAR FOR ALL O / CI' WINDOW OPENINGS 6'-6" a H N £ G` AND LARGE INDICATES FILLED m • • M ¢ a) e" x 8" x 16" CELL FROM FrG. TO 0 ' U W M d CMU U.N.O. BAR M NBEAM WITH 1 #5 � O .3 W d O N J m W u 9 VI Model Name / Number: 2508 TYP. DOWEL Plan Issue Dater MIN. TAP (ACI 530) Friday, May 22, 2020 g KA PROJECT NUMBER: I� IT_`6EE FOUNDATION PLAN ' L y LO-3501 SEE PLAN ^ FOR LOCATIONS XXX n Sheet: Of, N S-1 MS01 I BLOCK WALL REINFORCEMENT N.rs. LINTEL PLAN r 2x6 #2 SYP P.T. W/ (2) ''/z'x5" WEDGEANCHOR o 6 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. v v Y (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o c "J" BOLTS WASHERS SET IN TYP. FILLED CELL FILLED CELL W/ #5 MIN. 5 PER JAMB. VERTICAL o n ri SECTIONAL N @ OVERHEAD v DOOR 8 // CONT. P.T. #2 / WOOD SYP 2" X 6' a TRIM o o 3 e,`6atlitaaat//®�� TpI�R �ij�i °e°eRC,sI, 2"x6" P.T. WOOD JAMB a E DOOR AND CONNECTION PER GARAGE SLAB M F GARAGE DOOR MANUFACTURER .11L O TYP, GARAGE DOOR TRACK MOUNTING DETAIL Ak �" F.B. ".Ikaki •0 � r u_ v 0 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. 0 EE " Y 0 Q V v N 159 YNI m N a c } �� o�BBL' Qo.i m p B.5 Gamma .S m' IB'oa.-� W dm y 3� Wh oM.4 G. BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH z PERMIT APPLICATION PROVIDE BAFFLES ' AT EAVES (FOR VENTED ATTICS) 'a± .� n` lym m ¢ m O a i- W m E 00 J BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) o n - g ? N a M 2 a a m = g WITH PERMIT APPLICATION SEE PLAN p a c Ln 1,2 EAVES OVER APPROVED UNDERLAYMENT vg 2 J PROVIDE BAFFLES AT PER FBCR 905.1.1 OVER APA g' a g a W SEE PLAN (FOR VENTED ATTICS) PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING v �°- s�� wwa.�sEx:c.con+ ❑ , FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) " O.C. TRUSSES @ 24(SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF p _ OVER APPOVED UNDERLAYMENT NAILING SCHEDULE ) n - SEE ROOF PLAN FOR v Z r- o PER FBCR 905.1.1 OVER APA TRUSS ANCHOR (SEE PLAN) n '"� .- - TRUSS CONNECTION y Z ro RATED STRUCTURAL SHEATHING PRE'ENG. WOOD (SEE STRUCTURAL NOTES i _ _ SEE PLAN FOR _ _;... . ", — - �" �— ii, i - INFO &LAYOUT DESIGN ''----------- r' Z P Q c TRUSSES @ 24" O.C. BRG. FIT. t o FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) �,' DRYWALL FELT PAPER OR • ° EDGE FOR TOP EE L BEAM iAN ' TRUSS ANCHOR (SEE PLAN) ETAL DRIP TRUSS PLATE •' - m Z n • TO BE INSTALLED ON OUTSIDE ' '� ZX SUBFASCIA SEE ROOF PLAN _ /E V) C9 FACE A� - — - — - — - — - — - 3/4" P.T. NAILER SEE ARCH. 1/2" DRYWALL FOR BEAM SIZE & 1 - CONNECTION INFO w w .. PIO�FT. NS E 4 - METAL DRIP EDGE 1/2" DRYWALL CURTAIN NAILER I 8 x 8 x 16 K.O. 1 x 4 P.T. @WINDOWS LINTEL BLOCK i0 E q� ( )O w V/ I•/) c in CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. n 1 #5 DIA. REBAR & O.H. W/ () 3000 PSI CONCRETE o v m mM TO TOP PLATE WITH (4) " SEE ELEV. D m 16d TOENAILS SOFFIT. SEE ARCH. PRECAST "U" LINTEL " '° w ONE r �, PLANS LIZ" DRYWALL _ SEE SCHEDULE " " v HB&G COLUMN WRAP OR c o — .10 �r _ SEE PLAN FOR HEADER SIZE v MING n ? U 00 o " W/ MIN 7/16" O.S.B. .4 o y SHEATHING ATTACHED PER = Q d m a,m NAILING SCHEDULE , i M H M. �� I5/32" OSB EXPOSURE I ON SEE FLOOR PLAN FOR ' ' w 21 w O.H. EXT� WALL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) - ZX PLATES MAY BE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. K f COLUMN SIZE & BASE ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3X' t CONNECTION INFO. ' N ' PLY ATTACHED W/ (2) ROWS OF 16d @ 2" p.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGI. ON A FILL CELL -(1) #5 DIA. u> la FLORIDA CONTRACTORS LICENSE N0. CRC1330146 NAILS AT 8" O.C. „ REBARAL 3OC PSI ALL BEDROOM WINDOWS. " CONC,STAPLE ALL LOCATIONS SECURE 2X4 P.T. BOTTOM 'v v 3000 QiULFBREEZE PARKWAY � SHOWN ON FOUNDATION SHOW > PLATE w/ 5/S" x 8" N 4ULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN w & FLOOR PLANS ANCHOR BOLT SET IN 5 IM N I N m g DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN " EPDXY 6" MIN. EMBED. °i PORT ST. LUCIE LOCATION OF OPENINGS IN .+ 2 EXTERIOR WOOD WALLS. IF NO a Job Inrmation: fo OPENINGS ARE INDICATED, FULL P ' • � STUDS ARE REQUIRED). ' •"••' NOTE: 44" MAX. SILL HGT. ON 1' N ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW �� W/ SCREEN WINDOW STOOL 'a CEMENTITIOUS DECORATIVE n PER SPECS „ PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ O LL FINISH 7 8" THICK PER ASTM / " STU P.T..WRAP or STUCCO BAND (E)E LFORLMOREOINFO ro v C•926.98A PAPER BACKED FOIL R-4.1 u INSULATION AT CMU BLOCK WALL ELEVATION REVIEW Ed,. a O 2X STUDS FLOOR PLAN FOR PER FBC AND ENERGY FORM tz (SEE J EXTERIOR FINISH - 1/2" DRYWALL MORE INFORMATION). SEE TB13 SUBMITTED WITH PERMIT (SEE ELEVATIONS) CODE COMPLIANCE c O ON SHEET 6 FOR NAILING INFORMATION FOR APPLICATION FTG. DOWEL #5 DIA. REBAR ST.. LUCIE COUNTY LO AT EXTERIOR WALLSHEATHING. 1 x 2 P.T FURRING ��\\ 17" IN CONCRETE - 25" .@ W U LO R-13 INSULATION 1 X 4 � rf ^� WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PIATE EXTEND (ACI 530) ABOVE NAILER BASE NAILER SLAB. ALL LOCATIONS SHOWN T7`./'1..rC I > ... v_ V m AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN SEE FOUNDATION NN 3 E O WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN PLAN FOR G " 7 c4 MIN. 6" FROM END - SEE WS07 WOOD BASE SEE FOUNDATION PLAN FOR SIZES AND ` y V M a FOR TERMITE SHIELD SEE FOUNDATION PLAN , SLAB INFORMATION TOP OF SLAB — - — - LOCATION 2 O M w m o`1p Io FOR SLAB INFORMATION TOP OF SLAB , M v ♦ e/ J '.� in '— r-- -- * •"— * * * - -; ♦ Model Name / Number: °O GRADE _ _ • GRADE ifc 2SOS CLEANw : SEE PLAN FOR ;i • • • "'" ♦ Plan COMPACTED ti RE -BAR QUANTjTIES ,.,. Friday, May 22, 2020 FILL • • m �lilio . 1. SEE PLAN SEE FOUNDATION e v ♦ KA PROJECT NUMBER: 20-3501 SEE FOUNDATION PLAN 16" FOR FTG REQUIREMENTS PLAN o Sheet: S_2 Of: WS01 TYPICAL WALL SECTION -81, CMU 3/4"=1'.0" N °° WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-D" CD23 COLUMN Ca CRAFTSMAN STYLE N.T.S. TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. ' STRUCTURAL - W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON I SHEATHING TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) AROUND CURVE. MIN. 2 TITEN CLIP EACH TRUSS � (SEE ROOF PLAN FOR TYPE) ANCHORS TO 2x8 FRAME OUT TO BLOCK EDGE ti (SEE PLAN) �--HEADER PER EXTERIOR SHEATHING LOCATION ATTACHED PER NAILING o .e r2E 16" O.S.B. 2x8 W/ (3) 12d SIDE TOENAILS EACH END® ® SHEET6STUD ANCHORING:7/16" OSB W/ 6dSTUD TO TOP PLATE: BLK'G. 7/16" OSB W/ 6d NAILS @ 16" O.C. R-19 INSULATION AT EXTERIOR SIMPSON SP4O.S.B. NAILS@ 16" O.C. 12X EADER TO SIDE&TOP NAILER WOOD FRAME WALL PER FBC2-Sd TO SIDE &TOP NAILER SEE PLAN) ® AND ENERGY FORM SUBMITTED 2x W/ (3) 12d WITH PERMIT APPLICATION 2 X 4 SPF $A. END TOENAILS EACH (WHEN EXTERIOR WALL IS AT 16" O.C. o FDCE VIEW 2x4 SPF CONTINUOUS 7/16" O.S.B. END TYP. ) - BLOCKING ATTACHED EA. SIDE EXPOSED TO INFERIOR SPACE TO 7/16" OSS W/ (2) 8d 2x4 SPF CONTINUOUS 2 X 4 P.T. STUD TO BOT PLATE: NAILS. SEE DETAIL ABOVEBLOCKING ATTACHED SIMPSON SP4 c BLK'G. TO O.S.B. � ,`,/ 2 - 8d EA. END TO 7/16" OSB W/ (2) Ed , NAILS. SEE DETAIL ABOVE G 2x BUCKS SEE MS11 LINTEL �L• 1/2" X 8" m NOTE: HOLD FRAMING 1/2" ANCHOR BOLT FOR MORE INFO EDGE VIEW 7'-0" MAX a BACK FROM FACE OF BLOCK @ 32" O.C. v WINDOW OR DOOR OPN'G FOR SHEATING TO BE FLUSH � WITH BLOCK FACE 8" CMU WALL o li191 AI WINDOW OR DOOR OPN'G e eeeeee��0 OR i'z�r CH WINDOW FRAMING N.rs. WF02 DETAIL @ARCH WINDOW FRAMING N.Ts. WF21 KNEEWALL @ENTRY FRONT WALL WF01 DETAIL @ AR r "� B gsA �� ry PROVIDE 2x4 ON TO 3 � ,�' s.(A E OT OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 $ `i�,L%s C- L tl �" (2) 12d NAILS O.C. TOP PLATE °�s� i; !; F�\ 6t`v°" Ou (SOLID BLOCK W/ 2x6) "'drsa at�t a STRUCTURAL SHEATHING 48" -5 a7a s li 7/16" MIN. NAILED W/ 8d 2x4 STUD COMMONS @ 3" O.C. @ \ \ ` \ EDGE & 6" O.C. FIELD RUN PER PLAN �\ OF SPLICE FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS 2 0 BOTTOM OF FALSE BEAM OUBLE 2x8 = `\ NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS ` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE n SEE GE05 FOR �\ `� SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD c STANDARD `�\ � \ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLANGABLm " FRAMING D T\ \`\ TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIP. w/ 2x6 v V .) g m N tD I \\I \ * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF $ =e g L� I I.\ `� 12d NAILS @ 3" O.C. F-' �� f M 10 00 STRUCTURAL SHEATHING I I `\ TOP PLATE TRANSITION \\ \ PIPE OR DUCT w/ OUBLE 12dY-° �'-"" �"�0' L wa PENETRATION THRU h • ` 5 n a L. +I y TOP PLATE w/ MORE TOP SPLICE w D -A u VARIES WZ ROOF SLOPE I p THAN 50%OF TOP ROWS 12d m E g a Z a €°' a d a; 2X TOP PLATE TO o PLATE WIDTH INSTALL Z GABLE END W/ 16d J SIMPSON PSPN516Z WOOD WALL OR NAILS @ 6" O.C. a w/ (12) 16d NAILS TYP. '6 dgg n W 4 A TRUSS. SEE PLAN 2X4 CONT. wJ (3) 12d j 'I "MVA/ o ¢ „s Z N a 4 d m a COMMON NAILS EACH + --- - +-+ J TOP & BOTT, r x @ $ 9is eM 0 8 o Rn _ OTTOM SPLICE J STUD TYP. T&6 + +I NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OVER STUD o g q€ W + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. ,s i o 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ wwN.FOSENG.GOM (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO ,q W/ SINGLE BASE &TOP (9 0 _^ TOP PLATE W 8d 2 1/2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED Z m ") SHEATHING TRUSS OR ROOF SYSTEM COVERING NOTE: 5 Z PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL ;¢ aJ 0 �J1 LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. [�E�15 FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/4 -0 z Ln M °' a + 2x8 SYP #2 N w ~ TOP & BOTTOM E l' J0 w ATTACHED W/ d w c_ m (1) ROW 16d 2x6 SYP. #2 vt OUR :n NAILS @ 16 O.C. RIPPED l o o R m � U L° _ o sue" BOX HEADER DETAIL c a o 00 * CRIPPLES MAY/MAY NOT BE PRESENT. a m m d m IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION 4 DAMS HQ S * JACK USED AT EA. SIDE Q EACH SIDE OF EACH OPENING G.C. TO 2X BLK'G. TO O.S.B. W/ 2 -8d INSTALL (3) TITEN HD, EA, END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) " L- 12" ORE UAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D=0162" L= S1/2') OR EQUAL PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS I KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1) (2) (1) 2) >4' BUT <9' (2) (3) (2) 1 (2) 10'-0" - 6' 3 4 3 4 HEADER ANCHOR 'o NAILED TO TOP PLATES, HEADER &JACK FLORIDA CONTRACTORS UCENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY NO. & SIZE OF HEADER SIZE &GRADE RAFTER TIES GULFBREEZE, FLORIDA 32563 EACH END n S R (2) LSTA 30 DIVISION LOCATION: BEAM SIZE ems: CONNECTOR REQUIRED PORT S 1) ADIACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 51/2• LAG 2 OPPOSITE SI DES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) (3) 16d .,SEE PLAN VI Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION 15.3 FOR SP4 AT COMMON 2X CRIPPLES Cal 16" O�C. SEE SCHEDULE Y THE THICKNESS OFTHE LAST !LAMINATION. ADDITIONAL INFO. FOR WLL [24" O.C. NAILS(TYP) TO AND BOTTOM TO TYP. WF37 TYPICAL COLUMNS DETAILS HGT. TOP AND BOTTOM STAGGERED ED NAILS _ ` N.T.S. STAGGERED @ a FOROVERHANGS GREATER THAN • . FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) �f. F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" II10, ....... © 1/rp IMF Ng • r /I MR I • . •�•'.���II Cl +�I EACH END TYP. ! 2x W/ (2) 16d TOENAILS 2x4 SPF • • ! • • . ••• :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ' • SQUARE TRANSOM BOX HEADER= EACH END 12" O/C EACH 0 rory * WHEN STUD LENGTH FACE OR 3-ROWS 15 LESS THAN 12" USE 12d NAILS STAGGERED N LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 O STUD WRAPPED OVER TOP PLATE &NAILED OR GREATER HEADER REVIEYYED FORLc o TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2x #2 CODE COMPLIANCE s g C ,•-I STRAP S.Y.P. HEADER W/ 1/2" FLITCH PLATE �+ ST. LUCIE COUNTY Ln 10d NAILS @ HEADER. (U.N.O.) B61C4� E 8"O/C TYP. o o N U DOUBLE 2 x 4 FILLING AND BLOCKING AS REQUIRED FASTENED TO COZ MM U W CRIPPLE STUD HEADER W/(2) ROWS D JJ TYPICAL (U.N.O.) OF 12d @ 16" 0/C UNLESS NOTED OTHERWISE P 0 o 'W ^ r�^ 0`00 u J M V) v J MDdel Name / Number: 2 x 4 STUDS TYP. ' ti 2508 SIMPSON HTT4 W/ (18) CMU 16d NAILS & A 5/8" w Planissue Date: EXPANSION ANCHOR Friday, May 22, 2020 W/ 6" EMBEDMENT U.N.O. G;o FIIryG OR 8 112" AT GARAGE gVI STEP DOWN KA PROJECT NUMBER: it * HOLD DOWN CONNECTIONS NOT REQUIRED 0 BEARING I P.T. BOT. PLATE s 20-3501 WALLS WITHOUT UPLIFT NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WINDOW OR DOOR OPN'G o Sheet: S-3 Of: N MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF09 WALL HEADER DETAIL N.T.s. TYPICAL WALL DETAILS 0 U *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 TO BE LESS THAN ' 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR ' OR EQUAL TO 450 - O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. ' MINIMUM 2"x4" - 8d NAILS @ 4" O.C. WALL AND ROOF - CROSS BRACING HEATHINGi SEE TB1 2x4 SYP BLOCKING FOR SPECIFICATIONS 3 (SEE PLAN FOR r BETWEEN TRUSSES @ 48" LOCATION) -''' ' , BLOCKING O.C. MAX. FASTEN TO EA. 2x4 SYP I BRACE FOR TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. END FOR 2x4 SYP CROSS BRACE GABL'D TALLER. EP6-0RN APPROX. 8" FROM RIDGE THEN 48" O.C. AFTER. NAIL w/ ATTACH L BRACE w/ 3-12d @ EACH FEND & @ 12d NAILS @ 4" O.C. g ' . •'• , CROSSING AT 45 ANGLE. (NOT REQ'D WHEN GABLE IS GABLE TRUSS w ' 4 -1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT FSILL ' ' BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING 14) o TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO PLATE w/ 10d @ 3" O.C. ' (3) 12d , I ' W/ 3-12d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS f� PER JOINT 1ST 4 BAYS) TO TOP PLATE w/ �'' 16d NAILS @ 4" O.C. $ CONTINUOUS LATERAL BRACING- 4 BAYS "T. PLATE 1/2"x8" ANCHOR BOLT ' NAIL OVER X-BRACE AS SHOWN- Al 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS ' KNOCK OUT COURSE `o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL o w/ (3) 12d EACH TRUSS WEB m - NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE z TRUSS w/ 2-12d AND 1 T013 FOR ATTACHMENT SIMPSON H8 w/ OVER JACK TRUSSES, SEE TB01 TYPICAL CROSS BRACING DETAIL N.T.S. T11302 TYPICAL CROSS BRACING DETAIL N,r,s. 10-iOdX11/2" NAILS PLAN- x FASTEN (1) SIMPSON HGA10 @ 48" O.C. 8 1/4"x1 1/2" w/ PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF m CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ ®e!\9i9 TTTT a io BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN, lOd x 1 1/2" NAILS _ �R� 2�,® NAILS EACH END TO TRUSS TOP `,0`�y� N •.iy� sye� CHORD @WOOD FRAMED WALL @DUTCH GABLE T \G F O `,�e\�Q a J' S64 '. ter. No A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED TRUSS BRACING GE01 GABLE END BRACING N.T.S. 3 WOOD TRUSSES AT LEAST ONE TRUSS `6J OVERLAP m M JT A _ _ _ _ _ _ TRUCTURAL PACE Z5 fi ~ ; G.T. SHEATHING 1 `� Ln^',° o ✓ ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 92 e°. h\'•Y. Y� TOP CHORD WHEN REQ'D NAIL TO TOP CHORD LL ` *[ TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ a SPAN FROM EXCEEDINGRUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T o SIDE OR BOTH IF REQ'D) a m m s (2) 120 NAILS AT 12" O.C. MAX MINIMUM (3) 12dROOF PER JOINT MINIMUM 2"x4" SPF OR c w r 0 SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING PLAN OJ g cq 1 00 tk c o D �`mn4m Ci IJi 2X4 BLOCKING) ,'�me m� Q Mimo BETWEEN TRUSSESHIP TRUSS -8�'�i 10- � a SFCT- A A yv ¢ g § h� R 9 W V m b O W W �LLa� Zn-� o N T's TB03 HIP / RIDGE BLOCKING DETAIL TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.rs. MUB� � m Y IIIo m C n III gEN In 01 � 1.8HJ N woam Z of J s W ❑ ❑ ❑ s WWW.Fl)SENG.COM ` z m (JW\ Z 0 m TRUSS NOTES: M z Q a 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 $ o_ (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED ( l \ — s lVl I) Z o Awilm I„! TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT 0 EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL w i--� (DB,CS,BB) LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. am _... o 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ED Tp Lu o -- mom ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. m O 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERETRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. o 1 J♦ tJ7 m c up SEE TYP. TRUSS BLOCKING DETAILS -a (- SHEATHING V w O '® 3 TO4TRUSS 4AS SHOWN ALTERNATE } 2 O y L) RUSS SPACES DIRECTION !�TE - `T o ® Q RUS of 3 �AFPI rJ HCAIVI� VERTICAL SCAB 2X6#2 SPF 48"O.C. • • 5TRUSS 1 W/ (4) 12tl TOP &BOTTOM OR HS E 12}1 NAILS OR HCLR/LL IN PLACE OF ECTION11 .. TO EA TRUSS (4(lOD RAFTERS GREATER THAN 8'-0" B £ OREQUIRED FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3OW GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING " � GULFBREEZE FLORIDA 32M PRE{LAG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2x MID WALL VARIES w ROOF SLOPEIE / PORT ST. LUCIE SEE PUN d CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 VERTICAL \ \ / / \ 2X4 SPF BLOCKING / 1-- �+ Job Information: (4) Ltd WHEN IT LANDS 48" O.C. W/ (4)12d \ \ BETWEEN TRUSSES NEXT TO PRE{NG. TRUSS 2x8 gLKING. NAILED C5 EACH TOP & BOTTOM OR H5 OR \ / \ @ 48" O.C. MAX. / SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PUCE OF (4)12d \ c `} B REQUIRED w/ (2) MTS12'S REQUIRED @RAFTERS GREATER \ THAN 8' 0" \ / \ 2X4 SPF BRACECOLLA / @ 48" O.C. - NAIL w/(4) \ \ 12d AT EACH END & M EVERY 3 dE SHEATHIN _, RAFTER \ \ ALTERNATE DIRECTION c O \ \ c 2x4 BLOCKING BETWEEN CB BEVEL CUTS \ H TRUSSES W/ (2) 12d NAILS (OPTIONAL) 4PRE-E.NIG. O. Qa EACH END, COW. EACH BAY - W TB 2X4 SPF W/ (2) #7X3-1/2" / / TRUSSES ¢ L� ALTERNATING DB OR WOOD SCREW BLOCKING @ 48WBEACH TRUSS / / / / SEE PLAN p EWER I y V TRUSS / / REV( M +�-' EE \ / j1 CODE COMPL. m m `° 3 E CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / m 7 04 a SEE PLAN FOR CONNECTION \ \ SI"LUCIE CO� m ` 00 _ I— � U W CQ d B SIMPSON A340R \ \ // // J W 2X4 P.T. BLOCKING BETWEEN USP MP4 @ \ \ / / ( ) RT l4,. c 00 uo TRUSSES W/ (2)-12d NAILS CA DIAGVN�WOOD � 2X8 42 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / � '^ �F'� J m V / V / AT 8' EACH END MAXTRUSS , , 2x6 RAFTERS @ 2'-0"O.C. 2X4 SPF BLOCKING \ A / BETWEEN TRUSSES ui VI MAX. W/ (3) 12d COMMON Y @ 24" O.G. MAX.W/ Model Name / Number: p 2508 WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 Fr 0 2'-0° O.C. MAX W / (3)100 \ / \ / •\ (3)12d EA. END (TYP.) SEE PLAN - Y COMMON TOE NAILS TO RIDGE BEAM2XEL � OR WOODT EL R WOO Plan Issue Date: &RING SUPPORT 'm TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z" SPACE Friday, May 22, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KAPROJECTNUMBER: SEE PLAN FOR MORE SHEATHING m INFORMATION m 20-3501 2X4 S.Y.P. Y Sheet: Of: @ 16" O.C. � o cv T11315 EXTERIOR NON -BEARING WALL DETAIL N.T.S. TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. ROOF FRAMING Q AND BRACING DETAILS 0 6" Ni C THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and -1 4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THIRD THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE an 6„ 3„ 3n 3" 3„ _ E I I 3" 3,1 1 3" L3R 6 6 6n DOUBLE DOOR W/ SIDELITES "A rE n ;PACE :VEN LY 6' SINGLE DOOR W/ SIDELITES Cv n" nn 6" J 6 6' 3, 3„ 4' DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O M TOP OF SLAB Ice, Iln, II ° 1 i , Ir , jr I O z I ' 16" MIN. DIAMETER E. H° CONCRETE FOOTING �n SPACE EVENLY Wit OanY 7- s to use III�i�llllllllll�i���i�■ NAIL SHINGLES W/ 11 OR 12 GAUGE ROORNG NAILS. 3/8' MIN HEADS.5 PER SHINGLE. Pout Oe� WON �NesM1 G"aa \° 6�Ooi� AV`O� 3sd Go"r"o valley Waterline ' SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT MPLIED ALL LEVEL VALLEY LOCATIONS) TENURED, PAINTED EVER WALL FINISH BEHIND FLASHING AND EXTENDING A MINIMUM Of 6" ADOVE 6° X 6' H GALV VERTICAL RISE OF FLASHING VERTICAL WALL FLASH ING CONT. AT KNEEWALL T ENTRY ,, .,,_... 6" x 6" H CONT 6'. X 6 NG CANT. FLASHING DETAILS 6" HDR L. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW ' AND/OR SGD FRAME MIN.) GLUE STRIP \ w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) STRIP W/ADHESIVEBLOCK LINTEL & SCREW W/3/16ILLIPS 1/2" DRYWALL FLAT HID. "TAPCON"U THE W'DOW FRAMERY JAMB MIN. 4" FROMIN.16" C.C. 1/8" SHIM SPACE EXT. FINISHeDRIP EDGEWINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATI"IING BY OTHERS CAULK BETWEEN FIN &SHEATHINGG EXTERIOR FINISH ou F4Ta1 Rc. I By OTHERS O.A. WINDOW HEIGHT EXTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 11/2" Mild. EMBEDMENT -.. 05 I1U70n SGRE!U .A 1/40 MAX, SHIM SPACE' R905.2.8,5 DRIP EWE. PROVIDE UHIP FLUE At !AYES AVU GABLES OF SHINGLE ROOTS. OVERLAP TO BE A MINIMUM DF An pecm). MW DRIP EDGES SHALL EXPEND 551n BEIDW SHEATHING AND EXTEND BACH ON THE ROOF A MNIMUM OF 2in, DRI1 EDGE AT EAVES SHAL_ BE PERMITTED TO BE INSTALLED aTHER OVER OR U NOFR THE UNDI'MAYMENT. IF 14STALI ED DYER THE UNUE nlAYMENT, THERE SHALL BE A MINIMUM 91n WIDTH OF ROOF CEMENT INSTALLED OVER THE URIP EUUE FUNGE. URIP EWE BHA! SEE MECHANICALLY FASTENED A MA%NNM GF 12Y ON "GTER WHERE THE wed AS DETERMINED N aOCORANCE WI-H SECTION R3013.13 3110 MPH 477 KWHI OR GREATER OR THE MEAN ROOF HEIGHT -XCEEDS 33 FEET (10,053 mmX DRIP EDGES SHALL SE MMHANICAI LY FASTENED A MA WUM OF 41NCHES UN CENTER Maximum FastenerSixong (Jambs, Head and Sig) tt/s Wall Framing: #2 SpHu/Pi e/Fir Orb Silicone 110 Saew Minimum Penatratlon C fOSS Section View Mnimum ) iiz• �` Slimne E#eriOr ShealMng ttems. prptaat pie bILLi s iron= EG'et<ri✓ and other damage until rH'fAWCa;1 i5 to,lete. Sept Measure to be sure the Opening is 318"to 1R' larger than fiw window sift bath watcalh and haiTostagy. • You may wish W predrill the Installation holes In the fin a URs tine, Dituntpust Me hats old mawdnW 8n as dag, arenlx Sep 2 Apply a gesrou5 bead of sllkace to the bad¢We of the mourlfing fin. use enough sdkune so wirKietly, All all words between the fin and the wall sheathing, Sep 3 Inea t the widow auto the opening from the outside. The window is labeled "Inside" and °outside, but Bthese labek have been removed, the glagnbead should am -do be totge inside of the building Step 4 Install shims under the sip, aEplsfing them Son the un t is pdamb In the opening, Seems should be Installed uncle the Sig away 2 feet. The window should be basically centered In the opening with no more than yorist between the window and wall 5 boob 8 #10 x 1-1/2' screw 4" from the comer of the fee at each end of the hard sill and bothiambs. Step 6 Install the remaining faMemrs In S' intranents from the Comer screws to the renter of each mane member. Use Core not to over. tighten the screws and pull them through the fin. Ako, make sure the screws go in straight and do not Cause the frame to bow, Wall hadng should be a minimum of *2 spninsti lnyFr Step B If desired, a foam insulation on be apPRed to the intabr gap between the window and wall framing If applied, MBmustin th NON EXPANDING )YPEM4,td. Sep 9 Snce Crese windows are typtrapV used in roans VO high mdstre, le; bethraoms, it is Remmmelded that the interior gap between the window and wall framing also be sealed wbh silicone and toiled so as not to interfere no the installation of wallboard, Ole or trim. Step 10 Once all =511ticdon is Complete, remove the bubble wrap from the middle and Outside of the window. If necessary, dean the boom with a mild detergent and V9rm water using a mtf ddh. 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 # pp Method Roofing: 1st Choice DADE COUNTY APP. IKO IndustLtd rues, 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 FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Is. s Inc. "Off -rid a vent" "FROM EDGE AN12 Q.r FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING AM KO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 RS PRODUCTS #30 ASPHA TS URATE OR NIC F 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 1/2" DIA. x 8" "1" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY S9W6(5) FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRULORP. E S DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER, THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA TRU-CORP. FLUSH FL20461.19 FIBERGLASSOUTSH BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL9OAQ1 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/-146.3 The Tapeo Group 7" Staggered INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 1'h" LONG WITH 1/8" DIA, SHANKS & 3/8" DIA. HEADS AT 10' O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. ChoiceN.A. SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1 k" 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 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS plClUfO window SUFFIENT LENGTH TO ACHIEVE I%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11b Horizontal FIL 15804.2 W1926 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. 14" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice 1 +55.0/-35.0 KAYCAN LTD 8" BEADED SOLID SOFFIT VINYL 1 1/2" NAILS 10" O.C. IN I DIRE ION OF SOFFIT I FNGTH FL16 003.4 R-3 Hurricane Panels: 24" Ga. 46 PSF EXT/ HURRICANE STORM Galvanized DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ FL16293.1 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 12312" O.C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT w/ POWERS CALKIN 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: A. # 56126 Name: TODD M. BORN Certification Number: A. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 to v X O°-� PO-0' To !At s e �V; r10 864 F e ? ,iG OF u. t° N F 0R rrdanll gY,185 err sew c c r 1i IN U 0 a 0 a O g -a III a �j N w s�ym 11-y to np3 m c r5 & B ±k Q.�.H4m At At FlN^m m � 0 cr m 6 05$�c w a "� aym�fi a0.¢ < ¢ dr Es�, W'?A cmS C113 pOD 0 g g Z d m'e d IL R e d" �oN o DV g U ! � "._ ¢ r $ 5 4� VNJW.FD6ENa.COM ❑ ❑ ❑ 8 to a Z N N Z ro I a 0 p3 � W — Z O CIL to � J n m tora w H T E m t.J —I U'VG E O w Coo yti i V) toLU c �t> T. 2 ��„ o15 00 w a m don N 2° d C3AMS HOMES FLORIDA CONTRACTORS L)CENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY 2 GULFBREEZE, FLORIDA 32563 a s DIVISION LOCATION: - PORT ST. LUCIE 0 VI Job Information: m u 1" a 4 ' ,E CAMP" Lug r N M O N a o Y z LH G Ln O Uj N V M sO > d N N U e4 N �SE L 0 J LiJ :D Ui JmWW °° 1 Model Name / Number: 2508 'o VI Plan Issue Date: a Friday, May 22, 2020 VI KA PROJECT NUMBER: s 20-3501 T n Sheet: Of: 0 S-5 N MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior i-WEATHER RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water-rosistive barrier Is described as a BARRIER a WOOD FRAME CONSTR. SLOPE material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior EXTERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3/4''1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF 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 ' OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) -ADHERED purpose of providing a weather -resistive barrier, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior insulation and finish systems, WALL BY 6 IN. UP JAMB 5'. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTSDETAILS architectural trim and embellishments such as cornices, soffits, and fascias. LJ R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior wells. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm), where johns occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING suSFLOOR shall be continuous to the top of walls and terminated at per etratlons and building appendages in a manner to meet the SELF -ADHERED FLASHING (SEE DETAIL WP07) ! requirements of the exterior wall envelope as described In Section R703.1. WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -rased HEAD FLASHING TIE-IN INSTRUXTIONS Decal ( I nS'tCUl:tlOn$ sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of secure weather -� 1. Cut, fold up & temporarilyRIM barrier header to for flashing installation Jolsr Refer t0 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 flashing resistive above allow plane and any (Installed in accordance with Section R703.4) Intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items in the list of instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier bade over head flashing and 1 10 PAPER 1. Install self -adhered flashing in order as shown by numbers 2. 1 nstall flashing and weather resistive barrier to form water shedding laps g Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to seal with tape 2 O 2 O 9 p 3. Self -adhered flashing can be substituted for building paper g paper and . or greater than that of 60-minute Grade D separated from the stucco by an intervening, substantially 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 y ) - scoring cuts R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shin a fashlon In a manner to prevent entry of P ry water Into the wall cavity or penetration of water to the building structural naming components. Self -adhered membranes used as flashing shall comply with AAMA 711. All Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING � p � P03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT FINISH SILO POTSHELFI CHIMNEY SHOULDER y y 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 0920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and cordrection, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING -� 3W-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold a$ Shown by arrOWS surface of the exterior wall finish. roved corrosion resistant flashin s shall be Installed at the following locations: Approved g ng ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE 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 REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WPOI) I tight to corner g exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL COMPATIBILITY SCORED 8. Mechanically fasten as necessary shall be installed in accordance with one or more of the following: ' RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed In the SELF ADHERED SELF -ADHERED FLASHING, �-e • (BEFDpEFOLDINQ SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" VERTICALLY FROM RELEA5E PAPER TO EXPOSE ADHESIVEAs SHOWN) fleshing Instructions or details are not provided, pen flashing shall be installed at the sill 0f exterlof window and BOTTOM OF door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall ? s MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. SECTION -A NECESSARY IN CORNERS THROUGH (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. gi 1.3. In accordance with other approved methods. FLASHANGERED O A� 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 : SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on troth NAILING FLANGE sides under stucco copings. DO NOT FLASH OVER t 2 © SEAL TOPS OF JOISTS UNDER DECKING 1 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. BOTTOM NAILING $ FLANGE (SEE DETAIL WP07) 2 7 5. Where exterior porches, decks or stabs attach to a Wall or floor assembly of wood -frame construction. SELF -ADHERED FLASHING HALF ROUND WINDOW W PO4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WP05 SELF -ADHERED FLASHING FWP06 6. At wall and roof intersections. INSIDE CORNER' 7. At bWIWn gutters. - SELF -ADHERED FLASHING ty DECK PROTECTOR • SHEATHING ' t 7/8" Cement Plaster 7/8' Cement Plaster in accordance with in accordance with --- - - -- SELF-ADHERED �. � � ASTMC926 , ASTMC926 ' FLASHING PATCH ' - - Felt backed metal Felt backed metal SELF -ADHERED FLASHING lathe in accordance lathe in with ASTMC1063 " with ASTMC1063 accordance DECK PROTECTOR t i Building Paper Building Paper u 7/16" O.S.B. 7/16" C.S.B. DOUBLE - : I '.'; �� sheathing sheathing SINGLE JOIST JOIST SELF -ADHERED FLASHING / Metal - Keep top edge SHIN SELF ADHERED FLASHING 1 Flashing 9 of weep screed / 2" below top of / Z - 3 1/2" block 3„MIND - Unperforated 4 Flange 7/8" Vulcum Z O 5 Weep Screed cauk bottom u Maintain joint only Bottom of Metal Flashing SELF -ADHERED FLASHING \HO.8362x;DECK JOIST W P07 SELF -ADHERED FLASHING OUTSIDE CORNER WP08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2 to 2" 3-1/T' Unperforated Flange 718" Weep Screed INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1 Ceme in Decorative Finish Finshh o • • o, All inside and EXTERIOR WINDOW UNIT •••,o• outside corner will need to be mher CEMT. FIN. Cement Plaster cut and caulked all BUILDING PAPER SLOPE in accordance butt joints need to °• ° ' SLOPE 0.3 in: 12.0 in SLOPE C92 with ASTMC926 becaulked using 0.3 in: 12.0 in (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood Hoer Vulcum caulk for all -Z REVIEWED F( SELF -ADHERED FLASHING -ODE COMPLI - WIRE LATH SELF -ADHERED FLASHING F""--- EXTERIOR ST" LUCIE COL CEMT. FIN. ROCC BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING ", 1/2" Cement Plaster Finish WIRE LATH Block 2 1/2" Perforated BUILDING PAPER Flange 1/2" Weep BUILDING PAPER Cement °, Screed Plaster over block EXTERIOR 1st Boor �- WINDOW UNIT CEMT. FIN. Slab Install bottom edge of weep screed 1" below finish floor 2 Z OPTIONAL [)ETAIL 3 3 Note: O The building papor and metal lath SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD WP O SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL WP 110EMT. SELF -ADHERED FLASHING =Wp must be installed over the top of SW EEP SCREED DETAIL SCALE: NOT TO SCALE FINISH PARAPET WALL the weep screed. `,\�\\tll rlrrrr/ • v, T v N 87 B64 .?r o' TAKE OF d �. O• pF•(f7 CO LL I. - p N a 000 =cw` m W 10 t` M 'D N j gc4� U��•c O~i lJL LL IL i Q8,n W�a�g a} w ;$mw 4(¢LLa u) gu s. Q Q j.,B w INS-1 0z o 1 c�o a�NNO a H a fi m N i Smu Z o 0 7 g$ ?s W c� � .A vmw.rbsErvs.coM ❑ ❑ ❑ G O Z N O M p Z ryQO Z M Q Q � 0 � J Z a Uri � - , 4 ,-1 � E - O w o c m V) Z3 o M 0 12 N X: W o Ewa S C a-t o ®amoW 1411A r% MC {,JAMC'C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: LL O z cLO W r °' / m CC a) chi N z �r ►-ic.im M a O J L U Z D o IMU)(n 00 , Model Name / Number: 2508 Plan Issue Date: Friday, May 22, 2020 KA PROJECT NUMBER: 20-3501 Sheet: W P Of: WATER PROOF DETAILS CALCU TI NS _LOAD COOLING GREATER THAN HEATING GENERAL LIGHTING 8k RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S,F, LIVING = 2,508 x 3 = 7524 APP�,IANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN UGHT'G & RECEPT. + APP. CIR. = 36.524 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 26,524 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10.000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% -10,000 + 40% OF "A" _ (.40 x 26,524) =10,610 +100%OF "B" _ (20,000) = 20,000 TOTAL WATTAGE - 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS 170 BIBS `01 INSTALL FAN BOXPREWIRE`4 is INSTALL FAN "" - �^. "-INSTALL FAN BOX PREWIRE BOXPREWIRE i" l ;1 G 1 it { A FAN FOR DA ` PPP,REWIRE t \\ l A it I �------------- - Ib� A 9V o 116 zm p^� INSTALL FAN /l JBOX PREWIRE . r •� 8�� lb'BOXINSTALL FAN t BOXPREWIRE 1'�{j-tx INSTALL FAN BOX PREWIRENOA 9 6�3121 In 04, 4 ►"ti n o INSTALL FAN — — BOXPREWIRE I 220, - - - - ` - - - - - - - - - - - "—J1-- GFI � / ` \ 42" ELECTRICAL tY 00 ®tj NOTE: LI \ LOCATION OF METER AND PANEL BOX 6 / WP / I ' ` -C 1- (D TO BE BY BUILDER. IF NO GARAGE SEVICE Ul / OR T DOOR IS PROVIDED A DISCONNECT SHALL w BE ADDED AT METER LOCATION. J V.V ATTIC ELECTRIC / IF REQ'O BY CODE R i 1 0 " '� 1y . •-� - _ _ - ---•. ' I BM3 � � �'`� � 9M8 � � 42� T it u FOR GARAGE GFI NOTE: KEEP COACH LTTES OUT �� DOOR OPENER + �� OF BANDING, QUOINS, AND FOR GARAGE ROUND COLUMNS WHEN '------------------"'--' DOOR OPENER POSSIBLE, REFER TO ELEVATION •------------------------------------------------ FOR TRIM. 1 e 1 1 1 1 1 i @ 41' r I 81 ! 1 ! ! 1 1 1 i I ! 1 I COACH LIGHT COACH LIGHT ' "'^^ - ---.^ _ _ _ _ .,..— _ �-�- - "'"' ' COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" - V-011 ELEVATION "C" 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) I9TCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCis (ARC FAULT INTERRUPTERS) C_OMELNATlQN DTEBINAT ON DTE61NAT ON i E INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUrr IN ALL DWELLING UNIT PER Gth 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 ON KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLEO WITHIN 6' IFT)4E OUTSIDE EDGE OFA SINK THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 1W FOR SINKS AND RANGES INSTALLED W CORNER COUNTERS. PER eth EDITION FBC-R E3902.6 14. ON ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15. AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES, PER 6th EDITION FBCR E400214 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFC0. 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND IS SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ 2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT t3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE a CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT 0 ' g DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT L) 220 VOLT OUTLET Q--- DOOR BELL SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET I-= DISCONNECT SWITCH ® TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® L.E.D. DISC LIGHT JUNCTION BOX WATER PROOF RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM no GARAGE DOOR PUSH BUTTON OPTIONALOVERHEADSERVICE VERIF1'RNALAMPSNEEDED SAMEAS UNDERGROUND WITH ELF CTRICALCONTRAC70R 150 OR 200 AMP SERVICE 150 = # 1 COPPER OR 210 ALUMN. 200 = 2JO COPPER OR 410 ALUMN, IN 2" CONDUIT METER MAIN DISCONNECT 150 OR A/C DISCONNECT UNDERGROUND 200 AMP SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER ly # a COPPER TO RANGE INTERSYSTEM # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD WJ MIN, 6' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLYWITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. IIE'VIEWED FOR BODE COMPLIANCE ST. LUCIE COUNTY SOC,C 1=I °= a U Z o J co I"L- O co M g _j M 5 Z O w O E J m r a L0 LL LL O ® r n s E g 1 w m� 5'i� � A' M�ec�afl it- a71 9k 7k ma GO Uj fA LL IJL LL LL NT fig to ~Y�C I g3 N p IL� a) 139 �rHE w9aw11 m J � Jill g1 V H J WIW.FDSENG.00M ❑ ❑ ❑ ❑ O m Z IN O Z m t7 w r o E s,ty c m L� s•- m IRS = 0 v T OE a M 6 40 0 FLORIDA CONTRACTORS UCENSE NO. CRC1330146 0 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: D ` s S z W A L 0 ' M a a v'e m ch ch mVI Model Name / Number: Li 2508 VI Plan Issue Date: Friday, October 18, 2019 W ♦ KA PROJECT NUMBER: 19-7424 Jz Sheet: /D Of: o �L7J,', fV ELECTRICAL PLAN