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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE .CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE 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" - -- PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED:PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL. FOOTING BADS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3. WHEN EXPOSED TO EARTH OR 1 1/2". TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE -. (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL. CONCRETE . (ACI 301-10) NOTES: 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 1. METHOD OF TREATMENT SHALL. BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. I 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 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 ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8. WHERE PROJECT IS TO BE, LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE. STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 25b0 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 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 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE INSTALLATION PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N. TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ('Trn = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR OF 30DO PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10Fi, ROOF TRUSSES* ROOF RAFTERS LL13110 LL/180 TL/240 TL/120 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED 70 WOOD SHEATHING WITH + /2" LONG. �+ GAGE NAILS HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 AND HORIZONTALLY (REF. 2017 FRC R703.7.11, 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 R703.7.2 PLASTER. .PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AN SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR F 9. TYPICAL FILLED CELL REI FORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM GADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. *TL MAX 2" UP TO 4OFT SPAN .* TL MAX 3/4" **> TCMAX 1/2" GENERAL ROOF LOADING WATER-RESISTIVEBARRIERSSHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL H LAYER PROVIDESDSEPARATE CONTINUOUS LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THATEACH LA A WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE. ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL HE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. LAYERS. T 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. BARRIER PAPERBACKED STUCCO LATH) OVER AN APPROVED 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE( LA ) SYNTHETIC HOUSE WRAP. SHALL BE USED. AT A MINIMUM ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. # 2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY Of THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION 0 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 SO 0 10 TOTAL (PSF) 37 37 45 55 R703.4 FLASHING. - SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THEN PRESSURE TREATED U S 0 NEW RESS RE REA ED WOODS USE CHEMICAL THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) APPROVED CORROSIONAESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQC, ACQ-D, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • 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. 5: ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 50 10 • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION.DECK: 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9 PADDITIONALROOF, LL SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING • AT • AT BUILT-IN GUTTERS. EXTERIOR OSB FLOOR SHEATHING: T&G A-C GROUPS APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. 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 ® O (+) 27.6 (+) 27.6 10 (+) 26.5 (+) 26.5 20 (•) 28.8 (-) 34.4 Q O 50 (+) 24.8 (+) 24.8 a °O O 27.1 (°) 31.1 0 0 (+) 23.4 (+) 23.4 100 (•) 25.7 (•) 28.8 10 DIAGRAM .GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES.. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS EA WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS o S-3 DETAILS o S-4 D ETA I LS S-5 PRODUCT (INFO SHEET WP WATERPROOFING DETAILS 3 M-1 HVAC axi 5 3 v c E c T 0 3 0 r m d 2 P a E a c m PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES BOTTOM CHORD DL 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER c PREFABRICAL PLAN TEDW SPECIAL FLOOR LOADING 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS q -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: 0 WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) y, 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. (PSF) a 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY BALCONIES OVER 100 SQ:Fi 100 LIGHT STORAGE 100 (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES £ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. 2 SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 200 (PSF) N AND SEALS Y D B A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT COPIES R REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMB 50 P UC ORAL S B 3 COP S FOR A (f) (PSF) B >._ „-, - -• "`..^ 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) 3 UPLIFT CONNECTORS FOOTNOTES 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 15 TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. 8 NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A - ,. MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. E FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: o 1. MISSED"J" BOLTS FOR WOOD BEARING WALLS MAY E SUBSTITUTED WITH 1 2" DIA. ANCHORS WITH 7" EMBEDMENT. SIMPSON 'SET" EPDXY w ALL A B SUBS U D / D A A SO SET 0 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 Designer/Engineer listed in the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear information. Every attempt has been made to y; 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 sn THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the Information contained in these documents, prior to =_ INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE. REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO 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 � 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. 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 v TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE. information found in these documents. Any questions regarding the q 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1A"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE 9 infsur ati a found in these plans should be directed to our Quality MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE �� .MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5)1/4" x 21/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager at 321.972.0491 immediately. No backcharges d 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 will be considered for reimbursement by the Designer/Engineer 75 without advanced notification and approval by the c NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. ,o MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made in accordance to the a terms of the agreement. � 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26)' 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT m FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 9 MASTER REVISIONSm 0 DATE DESCRIPTION REVIEWED FOR CODE COMPLIANCE J DAMS HOMES ST. LUCIE COUNTY BOCC 10 Of Northwest Floridan y 00 In o` o - . E 4 FLORMA32563FILE COPY !�00 �M�GC�G3C�C��= G'�G���� C�ML�[�C��3C° d EL 6 3 C Pfi �OD0" C"M em L m m aT m LN bD 'c s I N ``�►1U111 1rl N. i ON . RR�cs `�� N �G: F �< Z J' 786A 140 a ti s .O •.. L R � w> o m to p ti ti F g qa W W n a1 m a €C@8gg �& .i a� aJs Jum aJk 'LI Ofry?lV ~q LL LL LL I� m �O Ni aMgZ 4 1` wi`+ W ' zgg , rn § 0� 'r° 1 3 x�g aP2' Z W" 3 o w'b is Ia . m m m LL . 2 a I 5 N a 93 0 a Rpm UO '�� W J ❑ Q.❑ r�°g //��141N1N.FDSENe.COM z'N z ch z W n, o W W N Q 4 0 w r E U -0 O w o N a m N � mm m r m Tt3 V m N E w OO .' = d Q ® DAMS HOME FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI JJob Information: DC O z �L0 LLIU M N N� N E Q N ®JLuZ:) N o 0 co (/1 � ) 0 L� J / V Model Name Number: / 2265 Plan issue Date: Tuesday, February 25, 2020 KA PROJECT NUMBER: 20-1409 Sheet: I Of: COVER SHEET 1 I BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAROM TOP BOTTOM NO BW1 Is. (2) 18d TOENAILS (2) led TOENAILS SPF UPLIFT SP2 W/ (6YiOd SP1 W/ (%lOd BW2 18" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 402 BW3 18' (2) SP2 W/ (6)10d (2) SPS W/ (6)10d SPF 803 STUD 6 16d PLATE STUD, 4 10d PLATE NO BW4 18" (2) led TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD 8 10d PATE STUD 4 SOd PLATE SYP 439 BW (2) SP2 W/ (6) 10d SP1 W/ (%ilkl 116" STUD 8 10d PATE STUD,(4 10d PLATE SYP 878 NO BW7 12" (2) led TOENAILS (2)16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6}1Od SPS W/ (6)-10d 12' STUD, (6) lOd PLATE STUD, (4)10d PATE SPF 535 8W9 STUD, 12" (6)10d)PLATE STUD, (4)10d PATE SPF 1070 BW10 12" (2) led TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6H10d SPS W/ (6)-10d 12" STUD, (6) too PATE STUD, (4) too PATE SYP 585 BW12 (2) SP2 W/ (6)10d SP1 W/ (%10d 12" STUD, (6) 10d PATE STUD, (4) 10d PATE SYP 1170 BW13 NOT USED TOP OF WALL/, --DOUBLE 2x TOP PATE SEE PLAN .MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MSO3/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. m CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION .'. PAN FOR MORE 2x P.T. W/ 1/2' A.B 032" O C W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C.. 7/16" OSB PLYWT NAILS AT 4-oc SEESAME NERAL NOTE 8 BRG. WALL DETAIL N/FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW".IS INDICATED THE WALL IS CONSIDERED SHEARWALL AND REQUIRES MIN. 7/16' OSB PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAIUNG SCHEDULE ACT AS SHEARWALLS. SEE PAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE BW3, BW4, BW7, BWI0 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PATE AND THE 2c PATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR SOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPS/SP2-RME ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PATE TO ACHIEVE THE TABLE LOAD. SOd= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) CS (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTI-2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2' 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 -OR- (4) -16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 SYP POST &(12)-15d NAILS U=2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G -12000 SYP POST & 42) - led NAILS U - 2300 8 x 8 P.T. #2 ABU86 W/ (2)- 5/8" ATR** G = 24335 C7. SYP POST & (18) - led NAILS U- 2320 ® 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU55DS2.5 W/ (14)1/4" x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x a3.5 1:8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 (WOLMANIZED IF.EXT. ANCHOR, OR ATR** 610 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU8SDS2.5 W/ (20)1/4- x 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** FC1 1SE 5:25 x 5.25 P.L. 1: Fb-2400 PSI HDU8-SDS2.5 W/ (20)1/4' X 2 1/2' SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** x 7 P.L.HDU8SDS2.5 W/ (20) 1/4" x C12 Ei]7 1.8E Fb=2400 PSI 21/2* SDS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT. ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PAN, 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR S" EMBEDMENT FOR 7/8" ATR 5. IF ICI COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.4.ENGTH NAIL SPACING So 0.131' X 2'A" 0,131" X 2 %' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3' 0,131" X 3' SEE PAN BLOCKING & TOE 0.148' X 3 -A" 0.131" X 3 AL NAILS & TOP PATE 12d 0.148'. X 3'A' 0.131' X 3'A W p.C.(COMMON) STUD WALL 6" O.C. GUNNAIL CORNERS 10d CAW X 3" 0.131" X 3 8- O.C.(OOMMON) STUD PACK 8" O.C. GUN NAIL COLUMNS led 0.162" X 3:fi" 0,131" X 3 U- (2)16D(COMMON) SEE PLAN(3) S6D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS OSB FUTC LAATTE. NAILSB" P SIMPSON LSTA18 OCONNECTION:R BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS.0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 02 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLRCH PLATE. NAIL SIMPSON LSTA24 OR (2) , 8EAM TOGETHER USING (2) SIMPSON FITS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Flta2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 i0 WOOD POST 1/4' x 3 SDS WOOD SCREWS B' Q.C. TYP. 91 OR (2) SIMPSON HETA16 CMU EACH SIDE. COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 117/8" LVL 2.0E RI=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST _ SCREWS 0 16' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN (2) -13/4 x 18 LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 12) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 6' 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/.1/2" FLITCH PLATE THIS SHEET HII (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1re FLITCH PLATE THIS SHEET HS (2)-2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE fls W/ 1/2" FLITCH PLATE THIS SHEET- H5 (2) - 1 3/4" X 11 1/4 ATTACH TOGETHER WJ (2) ROWS 114"X312' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HB (2) -1 3/4" X 9 1/4 ATTACH TOGETHER WJ (3) ROWS 1J4"X3 //2- LVL 2.0E Fb=2600 PSI I SR WD SCREWS @ 18" 0. H SIDE. HEADER SUPPORT NO. OF JACKS & „� = STUDS REO. AT OPENINGS OPENING 2X4 WALL 20 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) 111 (2) (2) (3) (2) (2) 10'.0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE list FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PAN 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 (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. NIL- 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 B +27.6 / 37.0 +26.5 / -28Z O +26.5 / 34.4 O+24.8 / -27.1 O +24.8 / 31.1 O+24.3 / -27.5 +23.3 / -26.0 14'-0" 23' 4" 19 $" 2 $ NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND 1-0'-4"SPEED. THE D PRESSURES LISTED ABOVE ARE 10'-8" 3'$" '4" 11'4" 12'-0" WIN7'$" "ALLOWABLE" PRESSURES o c WALL LEGEND16 O DEL 25 SH 25 SH FRAMED WAI-L 16" RECAST ABOVE 16" PRECAST ABOVE - q - - - - - - - - - - - - IOT* m �H N EGRESS BEARING FRAME WALL x W A.B. N 2'-10" HOSE , z ATTACHME T BW1 W FlBERGL43S o �- - a BIBB I w 3 LANAI 4 1668 in UNR/seowER , ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING. o m ATTACHED PER NAILING SCHEDULE ACT AS 8'-0" CLG CJ _ © oo I SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR E © OP x0 W STUD SPACING AND GRADE. OWNER'S RO q m 10'-0" 3'-10° z'4" rs" 345osH N H;< BATH O BEDR 4 8'-0' CLG 8'-0" CLG 8'-0" CLG MASONRY WALL m 3 5 O T 1 H4 �QFO F1+- a ', x m i t W/ A. E. O2) 3050 SH N Q O N A A TTAC MENT �rt}1` H2 2868 H4 L I BW3 0 Hs BORE AKFAST m a I c ,``e`o� To1e�+,� O WS 1 G.T. GENERAL NOTES E �,.�\�eP� NS6 R s'�>,� o 2868 2668 • 2 2088 m C J; 4 Y', N <o,+ FLR w ; 1. R302.5.1 Door from garage Into house must be a ` C j No fl'186 .. U r LINE 36" FLAT BAR _+ 8' CLG f - 04 Y - - o minimum 13/8" solid wood door, solid or r = * TOP ON 34�lz" c7 m ,-I R/SHY N honeycomb steel door, or 20 Minute fire rated door. : L!J I, m WALL 13 -10 18'-9" 2'-110 3'-10" 3'$" 2'$" d ' 3'-6 xvvv�����r R/SH _ 2 the building, exhaust fans must vent to the exterior of @ G �t, T E U t `W�r ! d ng, exhaust to attic space and soffits is not a acceptable. Ventilation shall be permitted to exit through ��q C�,C� _ _ _ ; 2668 2-2068 the sthe uing solid soffit Is installed 5'-0" on each side of S IQ'V R/SH _ - R_/SH - ' - -------- m hJrar ta` 5'4" 3. R302.6 The garage shall be separated from the ~ ' residence and it's attic by not less than 1/2-Inch a ' 4'-10" 6'$" 8 W. L C. W.I . C. I -� N ' (12.7mm) gypsum board applied to the garage side. m. = I cc . z -, I x v ,' Garage beneath rooms shall be separated from all `' _ S 01 habitable rooms above by not less than 5/8 inch a z . I , , (15.9mm) type X gypsum board or equivalent. Where a 12'-11" Q ' 11y.6" the separation is a floor -ceiling assembly, the i. n Ia i I ED FAMILY ROOM r 1 w ,= structure supporting the separation shall also E g „ KITCHEN z ;Q BEDROOM a protected by not less than 1/2 inch (12.7mm) o g E '" N xo m - ----- R/SH z R/SH 10'-0' CLG " I i I I 10'-0" CLG '� 8'-0" CLG gypsum board or equivalent. m l a ii Ul N00 C 0 N L g 0 0 , o }. 4, opening o Window sills e i dwelling units, where the H ch � a` Q c � � � I opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or VIE B " .,® I ®.. m , 8 m-), Woa.a w m x surface below, the lowest part of the clear opening m $ * M m'E % E a II s i. 6 G.T. I ¢ uMi O of the window shall be a minimum of 24 inches a 8 a W Q; s w m 2, 2" I w N (610 mm) above the finished floor of the room in �.� „ p a � o_ y a x 0 S BATHe2%-31-- cq x m which the window Is located. Glazing between the m '^ Se z - M rn xo,. _2ui zm T 0 O M i 8'-O" CLG N ,h ti _ _ , floor and 24 inches (610 mm) shall be fixed or have g 5 3N - 4/01OP'G - - openings through which a 4-inch-diameter (102 mm). vm, w.'2.n IB�_ ___`-_ __,sphere cannot pass. Y a W <m 7-4 o 's " 2 ap I I ' .. mom � O O',M M 5. R308,4.2 All windows within 2'-0" of doors and in >£ Z o DROP , ' 8'-0" CLG w xo _ a. 2 � U 0 N V2468 OP. CLG ; i N I cv shower or tub areas will be safety tempered glass. 8 0 g W 11'-7" 12'-11" 6 Ceiling for exterior entries and Covered rches t a7 _- _- r �'� _ M 11' 6" N x A y o jS. ; � WWIY.FD6ENG.COM ❑ 17 ❑ c0 xM0 io 5-SH po o - R/A" 2136g 2468 ¢ N have 7/16". span rated OSB nailed per zone on ' W = roof diagram nailing schedule or 5/8" COX. 0(0 10" COL I °P 1X T&G acceptable for substitution. w = N ------------------ " m Z M 4 7, EC: R402.2.4 Axess doors from conditioned spaces to _ -€ DROP BOX TO -0" A/C m a BEDR C a *1 m "v ® 8'-0" CLG 9 unconditioned spaces (e.g., attics and crawl spaces) $ obi All.BW3 6" WALL , , N B TH 2 " shall be weatherstripped and insulated to a level '� o_ ¢ 4'-10" 5'4" 3'$" ' ' ' ' 8'-0" CLG , equivalent to the insulation on the surrounding o - Y FOYER DINING ROOM 3'-e" 3'-s^ 5$" I surfaces. Z A C5 ( C2 i ` i 10'-0" CLG 1 9 i W 8. Laundry Note: (Unless noted otherwise) Provide dryer 0 - --Us 4, , o>, 10'-0" CLG N. I AT 10'-0" , , _ , �, cv , w ' 11 vent thru roof max. igt. 35'-0", washer & dryer units w X ; o �. Ko 3" X 10" �' - I LITY I 0 >- w (washer unit to be always on left side when facing '��,QO E ' m' , ma, CORNER ;� o Co units) hanson box @ 36" off "u _ y o. p PROJECTIONS J I L, i ti 1: 8,-O". CLG * ¢' s U w. < E LIVING ROOM J - - - _ - ; 2rDR WW$39 ; ALL LOC'S 3 I , o o I o TUB / SHOWE a K o 9. Ceilings for exterior entries and covered porches to be O c p , ❑ , , SHOWN x. LK , I r g 7/16" OSB on underside of roof trusses shall be S N m M INVERTED HIP TO 10' R , , , x �l'- n x , ¢ o attached to all framingmembers with 2x blockingD �� `- �M q CENTNI 1 N x --- 2-2668 g a `o U `2 N E / 1 ❑ I ,y I xi provided at perimeter. The OSB shall be attached w/ Bid w o C _-- _ _ _ _ _ _- _ _ nails at 6" O.C. field and 4" O.C. at edges or 7d screw c '_- { :i N I ❑ ' BE ' ' �¢ �I I M o v; o $ / 3068 VERIFY WINDOW TYPE L 3 I W.H. H4 q - �4 _ o_ ¢ J shank 3" O.C. field and 4" ed es. Vin I ceilin to be 0 'i x n / WITH ELEVATION U N �' R/SH N 8 Y g o^ m " EGRESS - attaches to OSB er manufacturer s M / I (2)-12"SIDELRES 9 --------- -- a p pecificatlons - U 28 iT`rm' �.. U7 x o / RANSOM ABV. `H ¢ m d m MET. T'HLD DBL 26 SH H1 Q' / (1) SIMPSON HTT4 MS03 TRANS. ABV © CD04. MS03 BW3 - / „ REQUIRED BETWEEN WF21 SEE ELEV. "Q i S-3 © S-1 OPENINGS (:2 S-1 Dr4IVI*R N. $' �M 8-3 v , 6,.2" 4'$" 9,_1" 5,_5„ c ° ENTRY 14'-2" FLORIDA CONTRACTORS LICENSE NO. CRC1330148 DEL25SH ROOF TRSABV �� N 1CODE COMPLIANCE 0'0'T.O.M. REVIEWED FOR 3000GULFBREEZEPARKWAY GULFBREEZE, FLORIDA 32563 CN pO $°- - a N 3 "--------- " ST. LUCIE COUNTY 4 DIVISION Locar(oN: ' OCATEIINRELACCESS p /'� PORT ST. LUCIE W ' LOCATE IN RED ' 570 V C \-.tt 22'XS6" MIN -_______-_ 2 Job Information: iff a _" 84 2 6" 2-0I v OP 3 CAR GARAGEC. 4 a �.. C\I 8'" CLG 8'" N12'-4" 10'-0" $c N FILE COPY O q.-------------------- W OSEE DET. MS03 ON SHEET 51. ; ' E d ATTACHED TO CMU W/ (1) JACK STUD ' MS12 , i min > O m m di W/ (2) ROWS 12d NAILS STAGGERED , @ 8' O.C. (HTf4 NOT REQUIRED) S-2 MS12 HOSE amol Z N ON!m O a- H- Y ¢ U BIBBALT. BASE CONNIE m N a (1) SIMPSON OSP EAIOSIDE @ENTRY , , S2 O _3 W = 00 LL O 8 X 7 OVERHEAD DOOR ; O (6 ONLY 16 X 7 OVERHEAD DOOR , � � Model Name/ Number: m H 2265 AREA CALCULATIONS V1 Plan lssueDate: 10'-0^ 18'$^ a Tuesday, February 25, 2020 list FLOOR 2277 S.F. KA PROJECT NUMBER: 59'$" TOTAL LIVING (AC) 2277 S.F. Yam+ 20-JA09 I� GARAGE - 617 S.F. A Sheet: FLOOR P IL. 1 Y A' `' COVERED ENTRY (BASE) 57 S.F. N L 1 ` COVERED PATIO/LANAI 186 S.F. SCALE: 1/4" = 1'-0" ELEVATIONS "A" & "B" TOTAL AREA UNDER ROOF 3137 S.F. FLOOR PLAN 3X5 F.G, ' 0 0 SHWR r (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 8. REINF. OPTIONAL CURB FOR '� VARIES GRADE SEE PLANF IT MASONRY @ELEV. 0'-0. • - - "— - Lfo W/(1)-#5 BAR CONT. �N REINF. N I 2 STORY: 20" X 20" 16 (2) #5 SEE PLAN . W/ (3 #5 CONT. REBAR 16, (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2"=1'-0" FM02 I SECTION @ GARAGE 1/2"=r-0" REINF. SEE PLAN F.F. ao 8 (1) #5 REBAR CONT. FM03 I THICKENED EDGE 1/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x gRG. WALL ' IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR ! MORE INFORMATION) ; PROVIDE 13" WIDE FRONT WALL j RECESS AT GARAGE OF GARAGE ' DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. ! L I 4" 16" 4" i ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE npi • 2 STORY: 20" X 20" (2) #5 REBAR 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. 2 STORY: 20" X 20' 1 JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W/ 3) - #5 CONT. FM09 SECTION @GAR. DOOR 1/2"=r-o" FM 10 INTERIOR BRG WALL 1/2"=1'-0" 2x BRG. WALL ; 2 STORY: 20" X 20" (SEE FLOOR PLAN ; W/ (3) - #5 CONT. FOR MORE INFORMATION) ' L ``1°I1111I►fjj. `` tU/FE",,'', O Q w �.� ND iBE4 �t _ L * : LT Li 4.•' :1 C . 'S;I�IJiil� H- 6 `w pE W N m ui �.6. = sgt113 .g4" 16.1LF 2at5 REBAR w Rd a oLL a a pvw"G'� m m0 FM11 STEP DOWN BRIG. 1/2"=1'-0" "oEU J m2"! U p A. �BS III OPTIONAL CURB SLOPED GROUT SEE PLAN s w,w+.FvseNG.coM ❑ 110 OR MASONRY AT TO DRAIN 4"x 4"x 16" w SEE PLAN 2 Ur m ELEV. 0'-0" WITH CURB poi - TYP. SEC. Z N (1) #5 BAR CONT. (G.C. VERIFY) oo h Z m o Y 10 Z m F.F. REINF. i ip c < a O • (SEE PLAN) ' _ _ _ _ _ - • d 2 #5 CONT. rz' a 1'i INSTALL LINING •• w ti 2 #5 BENT BARS W/ MATERIALS PER w w = `/ Z FBC-R P2709.2 MIN. 25" LAP SPLICE •� V) U 0 MUDDED FLR. 16"1J� N m • SLOPED TO DRAIN MIN. 2 V/ (13 E #5 CONT. Y U —2I FM14 SECTION @ RECESS SHOWER 1/2"=1'-a' FM18 TYP. STEP FTG. DETAIL 1/2"=r-o" _ NO c m ° N = m� ALTERNATE: c U ` m THE REINF. BARS SHALL BE GRADE REINF. t 0 0. CONTINUOUS AROUND CORNER #5F CONT REINF. SEE PLAN o ' _ ro BY COLD BENDING THE BAR WITH QUAN QUANTITY 2 U MIN. BAR LAP OF 25" ap .. < #5X25"X26" � ❑ ...-'� �71 i,,. '� rn ouo Qm CORNER BAR ONE w 's -` m - FOR EA. HORIZ. a , 3 DAMS HOMES REBAR, TYP. U.N.O. -` (2) 95 REBAR o - 16" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE 2 STORY: 20" x 10" N 3000 GULFBREEZE PARKWAY a" PVC SLEEVE W/(3) - #5 CONT. GULFBREEZE, FLORIDA 32563 THRU FOOTING a s DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/z"=1'-0" FM23 TYP. FND PENETRATION 1/2"=1'-0" PORT ST. LUCIE z STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM NUMBER/SIZE OF BARS LAT. F,C, SPACING (O.0 d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0' 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'$" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'.4" - 4'-0' 12" 12" 32" 32" W/ 14) #5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 16' 48. 48" W/ (5) #5 BARS CONT. 1162# 29-8" & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL o • i SEE CHART ABV. -MAX. F.C. SPACING (O.C.) n W.W.M. TO BE TIED TO #5 CONT.REBAR , (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0" n c (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B FIN GRADE-8" MIN. -' n + TO TOP OF STRIP FTG. COMPACTED CLEAN FILL n s m s s s. IN MAX 12" LIFTS STRIP FrG. W/ QTY OF "MIN. COVER REINF, PER SCHEDULE G (3 SHOWN) FMASW I STEM WALL SCHEDULE REVIEWED F' Job information: N L DE COMPLIANCE: T. LUCIE COUNTY o BOCC " a O BILE COPY s ~ z Lu W p cn -* y U M Y o > O 6 0 U7 NOTES: m `/ ¢o 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL m z y V m a INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM Lo O SPACING STATED IN SCHEDULE O m i /� i /•° v / v U- 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND (6 Model Name/ Number: VERT. F.C. ABV. PON. WALL WHEN STEM WALL EXCEEDS 4'-0" RBERMESH CAN NOT BE USED AND 1D m PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO SEE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0' INTO SLAB/ STEM #g 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 2265 CONSTRUCTION FOR MORE INFORMATION ui w Plan Issue Date: 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK m .16" FILLING IS TAKING PLACE N c. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0' LEGS IN KNOCKOUT BLOCK @ 16" a Tuesday, February 25, 2020 1s" h • O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" O.0 TALL (TYPICAL ALL CORNERS) KA PROJECT NUMBER: 6. IF STEMWALL IS WITH IN -0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. N v 20-1409 *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. ; Sheet: w Of: 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 0 1 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL p m . FOUNDATION DETAILS NTS 0 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 = 2,277 x 3 = 6,831 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN UGHT'G & RECEPT. + APP. CIR. = 35,381 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,381 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 25,381) = 10,152 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,152 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 M- 1-11J I I I I I INSTALL FAN BOX PREWIRE , , 0 , GFI / ' 1 1 1 1 1 �y INSTALL FAN BOX PREWIRE 1 / / / L / \ INSTALL FAN ""' INSTALL FAN BOX PREWIRE \ BOX PREWIRE WP GFI ,i6 ` CM ATTIC ELECTRIC/' IF RE Q'D BY CODe n FOR D/V I I 1 cD�¢� I A F�4 u PRf,WIRE C rn b` .ui /I ' I l I I I I I I 1 I I I I I I I 1 , I I I I I I I I I I 3W I. \ 11 II 11 WIP GFI Gn ` 11 II II 11 II � / E 0 INSTALL FAN BOX PREWIRE , I 1 I n T Co. - - - - - - - - GFI I I I 1 ___________ -- Im ISP GFI 1 I I 1\ li I o �R "' HOOD 22 r , I 6Fl I ' GF O ;VI�INSTALL FAN ro l._.1 '- BOX PREWIRE �r ,GFlI I - GFI I 1 - - - ,I CM II II II I' J 04 W.H. 220 - - - \ \ ` INSTALL FAN BOX PREWIRE GFI \ / 0 42" NOTE: ' LOCATION OF METER AND PANEL BOX I TO BE BY BUILDER. IF NO GARAGE SEVICE DOOR IS PROVIDED A DISCONNECT SHALL ' . BE ADDED AT METER LOCATION. VERIFY COMP. LOCATION W/ BUILDER WP ------ ATTIC ELECTRIC COACH LIGHT COACH LI�HT FI `\�\ `\ IF REQ'------E ® 42" \ Q �-(},} z r \ GFI GFI \ ------------------------ FOR GARAGE DOOR OPENER FOR GARAGE ` DOOR OPENER ' \ I I I I I I I I I 1 I 1 PLACE COLUMN \ COACH LIGHTS ON WALL BEHIND WHEN CRAFTSMAN ELEV \ ' GFI IS USED ' 1 ' 1 ' I @ 4Z' I NOTE: \ KEEP COACH LITES OUT " OF BANDING, QUOINS, AND \ ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION - \ FOR TRIM. COACH LIGHT �' - --- - — - --� - - �--• _ �� �, - ..�� ' - �_ COACH LIGHT - —' " — ' '-- " �- _ COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0" BIBB ELECTRICALNOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DEFECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W 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 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16, ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING O JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTOhEVIEWED OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED) LUCIE C`.i SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE BOCC 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT E200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER 4 # 8 COPPER TO RANGE INTERSYSTEM J # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. a c m L s U L N N to �5 wg V IY co N Qmd� Cem8l WWW WamJ m se"�ga538: ¢�$aI" Z o aM 3mJ �� iliaLL ¢c moz=aJ mooml W r��mv W Vg :zN m 0 W — Z c m O a 10 a � J a Z o O N U a v N w @ I � E E 11,01 V —0 0, w o � c m \/(n i(B r m 0 w EM ``wE p O o V /p y �.Y "I r �M L W A I� U w° 0, , rn o o°o Annww �+ us�wwrc FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT LUCIE _ I IVI Job In—formation:n: -j /N O z c Lo Lo LIJ co ` '* zN N I—�Um E ¢a) o U a QJL'L^^I'Z'^^' LL J M vJ vJ Model Name /'Number: 2266 Plan Issue Date: Tuesday, February 25, 2020 KA PROJECT NUMBER: 20-1409 Sheet: 4 Of: ELECTRICAL PLAN 1�s OF BLOCK C' D ap io LITE TEXTURED CEMENTITIOUS COATING FlN. FLR. 1�6 23 SH 48" OFF RIDGE VENT �w- arr mw¢ vuv i LITE TEXTURED LEFT ELEVATION "A" SCALE: 3/16" -1'-0" TOP OF K W'DOW Fjq CD HOT b ;0 ro b FlN. F-R. TOP OF BLOCK W'DO HEAD HGT 0 m m iv FlN. FLR_ 5o W'DO o HEAD HGT FlN, FLR. 25 SH LITE TEXTURED CEMENTITIOUS COATING - DBL 25 SH W'DOW Hq m io FIN. _FLR. D HGT 00 2650 SH1 DBL 3050 SH 4 3450 SH 2868 REAR ELEVATION SCALE: 1/4' =1'-O" 12 6 BRG @ ENTRY T.O.M_ - — - W'DOW HEAD HGT 8" FRIEZE E-d IT ro � ro ISH FNFLOOR DBL 25 SH 3068 DOOR WITH (2)- 12" SIDELITES & 63" X 16" ARCHTOP FIXED GLASS ABV IS ne'aFsnmcEwrr 4SS SHINGLES �— 6/2 SILL DBL 26 SH ARCHTOP 0 M' W RINEVEM moo■ i 8 X 7 OVERHEAD DOOR VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for intake and exhaust Soffit product provides 4.12 net sqQif, Ridgevent provides 18.00 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) --3137 s.f. Total needed forexhaust for upper 1/3 753 netsginches Total needed for intake (soffit area, lower) 753 nets inches NumberofOff Ridge Ventsforo er1/3needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 42 LineaSoffit 137 SFe.F.tof bn2ecedtomeetrered Unealprovidedplan ` 255 LITE TEXTURED CEMENTITIOUS COATING RIGHT ELEVATION "All SCALE: 3/16" =1'-0" 16 X 7 OVERHEAD DOOR TOP OF BlA K W'DOW H D HGT 0 ro � Fn FIN.j R: REVIEWED FOB CODE COMPLIAU ST. LUCIE COUN BOCC FRONT ELEVATION "All SCALE: 1/4" =1'-O" I-ILF. COPY _ BRG. Q DINING RM. BRG_ @ GARAGES I R 0 4 60 R in FINISH FLOOR '.rr1 r1 1 m NSO ci g �$gm f U) N W Lq i n O1 = � o ai 3_• Ov m x I Wm mm ZRIH d :g a jj r 5j P w 3 El p (n 2 �' Is aIs U N I= @ » WWW.MSENG.COM ❑ 0 ❑ L 4 Z N y M O a Z ,O Z 4111111111F Qo L J N — c z o. o � g 0 E i E V gg 0 w O C m V a` U m.N E 0 — W N 120 V mob N c b ¢ chiij+a ro `m ® DAMS HOMICS 0 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULF13REEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION:' PORT ST. LUCIE Job Information: S`m a a 12 O `o i Y 6 g o d W i c> M E m m ai o N 04 E V zQ n O m vJ U)Lo Model Name / Number: 2265 o 7V Plan Issue Date: Tuesday, February 25, 2020 mV KA PROJECT NUMBER: d r 20A409 O T Sheet: Of: 5 ao ELEVATIONS - A 1 m NSO ci g �$gm f U) N W Lq i n O1 = � o ai 3_• Ov m x I Wm mm ZRIH d :g a jj r 5j P w 3 El p (n 2 �' Is aIs U N I= @ » WWW.MSENG.COM ❑ 0 ❑ L 4 Z N y M O a Z ,O Z 4111111111F Qo L J N — c z o. o � g 0 E i E V gg 0 w O C m V a` U m.N E 0 — W N 120 V mob N c b ¢ chiij+a ro `m ® DAMS HOMICS 0 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULF13REEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION:' PORT ST. LUCIE Job Information: S`m a a 12 O `o i Y 6 g o d W i c> M E m m ai o N 04 E V zQ n O m vJ U)Lo Model Name / Number: 2265 o 7V Plan Issue Date: Tuesday, February 25, 2020 mV KA PROJECT NUMBER: d r 20A409 O T Sheet: Of: 5 ao ELEVATIONS - A SEE DE G.C. TO PR BLOCKING' W/ APA RE, FOR SPAN I 7/16- OSB SEE"HIP/F BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 15 THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" 15 USED, THEN THE ALTERNATE BLOCKING IS NOT RE UIRED AT HIP SECTIONS 20'-0" MAX 20'-0" MAX L 7B03 Q EQ. CY - O CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - - )VIDE DETAIL TB01 r0 COMPLY 4 a :OMENDATIONS - - - - - IATING OF IDGE a DETAIL - - - - - - Q o O � � R � V 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 909'a OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 FT. 2 L------------------------------------------------------------ I I x 4 Fi. O, O x'O ' 1 _ _ J 2 '''' x � , F-------------------------------------.--------- 5 FT. 4 Ff. 0 O I O 5 Ff. 4 Ff. --03 - I D! O - 1001- O O I ♦`, 4 Fr. 4 FF. O O 4 FT. O3 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"O.C.W,/8dCOMMON NAIL ROOF NAILING SCHEDULE" © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) NAIL OPENING PERIMETER @ 3" O.C. W/Sd COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL TNT. AT 3" O.C. W/ Sd COMMON NAIL �° ZONE 3 Bd RING. SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 51W PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W18d COMMON NAIL SHANK NAILS) OF PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1)15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2' SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 1 3/4' STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8' 15/32"OSB (2)- 2x TOP PLATE 15132" OSB EXPOSUREI EXPOSURE11 BEYOND SHEATHING SHEATHING IF II II II I II II II 1f u u PROVIDE I II BLOCKING AS II 11 REQUIRED PER - o SECTION X-X IF II NOTFULL II it HEIGHT SHEET p II II II II II II II 0 LOOR SYSTE 4 W LL SHEATHING 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 1/2" 6lIffel J- in IBIBT'��7_GIIIItN - - - 11 - - I- - - - I II I kl II 11 II I II II it I SOLID2x BLOCKING @ ALL = w III II I If II 11 1 SHEATHING. ur III III C I I II II II I II I II C 11 I I EDGES (SEE o y SECTION X-X) co III III III OPENING III II I I -ir- - - 111 II U II III ill 111 II II II 11 11 11 1 2xSTUDS O T' ,III I I [II I I II II II BEYOND. IIII I I II I II II 1 B I 11 I I II I 11 II I 1 SEE PLAN OZ - III I I I II II IIII II II II I cn "S" = NAIL SPACING J W `d ILI- 0 O ix 1 ~iMWOO~ N W Er LL N LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF 4.TURNED VERTICAL W/ 7116". FLITCH PLATE TO W/ (2) 12d 1 TOENAILS EA. D. NAIL FLITCH PLATE O VERTICAL W/ (4) 8d NAILS ALTERNATING I ` STAGGERED 3" O.C. BLOCKING SECTION YCT3 YON X-XX-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS. SHOWN. BOTH ARE ADEQUATE a: Q T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -2265 EL-EV A 2CF TRUSS ID BEARING POINT TRUSS ACTUAL. CONNECTORID - CONNECTORUPLIFT FASTENERS NOTES UPLIFT DESIGN RATING CS -CSV ES-E7V E22 HE-H7V R2 L -172#or less. HET 6 MECH 1810# 1-1/2" x 1-1/2" A,B21 L/M/R -836#or less s HETA16./HTS20/HETA16 1810#/1450#/1810#x 1-1/2" x 1-1/2" x 1-1/2" F10dx B9-B13 - L/M/R -952#or less:- HETA16/H10A/HETA18 1830#/1040#/1810#x 1-1/2" - 1-1 2" 16d .B7. L/M/R .-1461#or less' (2)HETA16/(2)HTS20/(2)HETA16 2365#/2620#/2365#x 1-1/2" (12) 16d D9-D19" L/R -808#or less HETA16/HIOA 1810#/1040# (9) 10d x 1-1/2" 1 -12 (9)10d xi1/2' G7-G19 L/R -946#or less HETA16/HETA16 1830#/1810#. (9) 30d x 1-1/2 (9)10dx 1-1/2 BIS,B17,819 L/M/R -843#or less HETA16 / H10A / MECH 1810#/1040# (18) 10d x 1-1/2 K01-K02 L/R -672#or less .MECH/HETA16 1810#. (9)10d x 1-1/2" D7 L/R -1655#or less (2)HETA16 / (2)HTS20 2365#/2620#.. (12)16d (48) lOd x 1-1/2" M,M3 L/R -493#or less H1OA/H10A 1040#/1040# (18)10dx 1-1/2" (I8) 10d x 1-1/2" PB PBI L/R -50#or less CONNECTOR PER TRUSS MFR FG L/R -989#or less (2)HETA36/(2)HTS20 - 2365#/2620# (12)16d (48) IOd x 1-1/2" ' (9) 10d x 1-1/2" A2, A4, D21 L/M/R -861#or less HETA16/HTS20/H10A. 1810#/1450#/1040# (24)I0d z 1-1/2" (18) 10d x 1-112" E3, H3 L -279#or less H10A/MECH 1040# (18)10dx11/2 B135UPPORT COLUMN M&R -952 #or less D72Z 2145# /2" WA SDS SCREWS 87 SUPPORT COLUMN M -1461 #orless DTi2Z 2145# I/2"WA SDS SCREWS 1 (,1) 14"x12 TRUSS MANUFACTURER: RRIDBUILDIBES DATE OF LAYOUT: DATE OF TRUSS CUTSHEETS 9/19/2019 L=LEFT, R = RIGHT& M = MIDDLE BEARINGS BEARING LOCATIONS ARE REFERENCEDTO TRUSS MANUFACTURER'S TRUSS DRAWINGS ALL CONNECTORS ARE SI MPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 ROOF PLAN -A- SCALE: 1/4" -1'0` SIMPSON - TYPE I < FRAME TO MASONRY FRAME TO HOT", OFRPNE TO w/12 MASONRY OFRAMETO MITI MASONRY AND(2) J1 FMMero ate MASONRr BEI ©2 FRAME TO MABCNRYI (2)L iN FRPME ORQ J9 FPAMETO MASONRY/ (2)U A{I OR IS IETA2D W MIN x 110 1810 H2S *T0)8d NA0.$ WE DOE 1IMwmBnOd x 112' 1016 1010 3)10dx1 M'AT2PLYTRUSSES 03D low 14)1 W x 1 1M ITT EXTERIOR MID 41NCLUDE (3)12tl TOENAILS) 10d NNLSANOMIFA.T.R.Wlr M 39� EWWSIMPSON"SET"EPDXY I(2400dx1112-(ATE)KTERIOR INS )N INCLUDE O)l2d TOENAILS 1310 W(48)IN x i IM(AT E)C7ERIOR. ,N� )N INCLUDE (6)MTOENAILS 2820 10)10d NAILS AND (2) MS"A.T.R. ABEOWWWSIMPS -mr Iowa IOXY (HGT4 FOR 3 Y) 174xYSDSWDODSCREWS 8% 3100 4725 S I' TRBOLTS EN HD ANCHOR 2 W (16)1M SINKERS 1"x2-19-TITEN2 1750 ROOD OTEMBEL 2 W(32) 1Id SINKERS &(14) MOON! 4080JA 119-TITEN(2PLYTRUM) 0240,E 3060.E IW SINMRS FOR FRAME SEA) W(24)1WXXSDSSCREWe 47304M 6570M W XYTITEN(2PLYTRUSso IM AD..RR FDR LRLMF /CGl SglOf B880.F USP- CONNECTOR SCHEDULE CONNECTOR&FASTENERS SPF SYP HTA10WEOT0dxllWOR 1SIS 1870 HTA20 W (10)10d x l 10 RTIrAWDO)MNNLS 515 05 RT1&4W(17T0dx112' BOB IUD W(16)1Mxl IWAT21PLYTRUSSEa S35 1060 RwAl4)1Mx112'NT EXTERIOR 1005. 1185 ION INCIADE(3) IN MENAIL 5W(28)l0d NWLSANOMB' AT.R.W use N99 IEDMENT W SIMPSON "SEr EFO%Y MW124)l0dxllW(ATE)rTERrOR law 1530 AT10NINCLUDE(3)INTOMMLS Y20W(0)lWxl 1M(ATE)TERIOR 25" me IONINCLUDEN)l2dTOENNUS(EA) W (1 NIN NAILS AND (2) MB' AT.R. "EMBEDMENT W &MPSON'BEr IUD 8T9a EPDXY(HUOT3FOR&PLY) W(12)WS3WOODSCRE'WSAND ]100 (4) &4"xIPWEDG ,BOLT iU98) 3100.M EDY 9000f WS TRUSS) &BOf E (EA) 1W V MASONRY I I W1wo WEOOE.BOLT&(10)10d NA38 Up850 ©8EAM TO MASONRY/ HWBOPr HUC48WNoIQd NAILS& . O#1540 USY#PBBFO GINSOM HD46OPTRW6WIB)lWMRS& (12)i/4"x2M4'TAPCONB (fOMAS.) G#1825 U81090 GM01! Up860 FRAME O(R12()21/)I6d&(8•TiMITE(NFO(TOFMRAAMS.E)) $M RM OR I1A 1M8(B)1M (FOP FRAIME) SYP-F SYRM (2) HETA16 OPT r!) HETA20 Iwo 1920 (2) HTAIS OFT (2) HTA2o l8]0 ®FRPMEro MA90rvRY 14•L.VW(10) ISO x 1127 OR 2]BS ROBS 1PLYW(10)1Mx1 ffi•OR MOD 2-PLY 2-PLY W(12)ISO HISM16 W(8)IOd NAILS AND (4) 1M"# IMP BOB 1110 HTWMIB W(&)1M NAILS AND (4) 114"x1&4' 1145 125 TO TAPONS WEDGE -BOLT OFRAME MASONRY HTSM20 W(10)IW NAILS AND (4) 19M 19" 955 1110 OR HTWM2[1 w1(1O)l M NAILS AND (4) 19NI MP TAPCOW; WEDGE -BOLT 1145 1225 OFRAME P TO HIM W(8) Mx112- NAIL8 AND (2) W.- TOO BID MASONRY TITANHD FRAMETO DTr22WDBl1rxt VPSDSWOOp DTB.Uw/(fallex11?WSI5WOOD O MASONRY 9CREW3 AND (1)12.00.T.0. EPDXIFDW 1835 2145 SCREW34NDE)12"BAT.R.EM)aEDW 1510 18M SIMPSON-SEr(SEENOTEN) SIMPSON'SEr(SEENOTEN) NMLRAND (1)&8'0 HiTSWR. HTS4 RO MF R9MH EPOx212" AT.R EPDXIED wI BIMPBON "SET° 4375 6090 &6•B AT.R.EPOTE T.R. EOXIED?NABSPN"SET "BET" 5005 SEE NOTEN BEL 94BELO ) (SEE NOTE R48ELOYJ) H114 W(18) 1M 410 NAILS AND (1) MB' 0 HTT45WDB)I6dQlWNAB MDO) O. MASONRY AT.R. EFUCED W SIMPSON "SET' 96W 4235 &8.0 A.T.R. EPDXIED W SIMP90N "3Er - 4160 (SEE NOTE N SEL (SEE NOTE #4 BELOW) OFRAME TO FMME Ht09 W(24)iMx112"NNLS TBB 9I. LUGTi W(23)8d xi 12'MIL9 875 iN5 OFRAMETO NM9UW(4) IMM 1MSDSWOOD Teo RTi6L1W (0) lNx 112"NNLS& MASONRY SCREWS&(5)1l4"X2114'TAPCONa' 7. (4)t/4"x13M"TAPCONS 13% 1395 TO VOT W(16) 174"x8' BIDS WOOD SCREWS& OFMME V WWONR,f (i) 518"e ATR F➢OXIEO W SOAP60N'BEr 3665 4940 W lr MIN. EMBEDMENT FMME TO oo WT W (32)1MW SDS WOOD SCREWS 0 MASONRY &(2)5R•BAT.R.EPCVEDWSIMPS0N S17O 7185 •SET'W IT MIN. EMBEDMENT O FRAME TO VGT W (19) iM"x3' SM WOOD SCREWS & HDWSDS25W(10)19#12"SDS W000 3R85 45B5 MUGT15W(22)1M WVlB 8HR4SW(18) - 41M FRAME SCREWS & (i) MB"8 ATA. 1M(1A1L8611)MH'e A.T.R � l*) FMMETO (2)HTTSW(62)18dY[il2•NNL9& 4375 me (2)HTT4$W_l52)1M52 iP2"NML9 soaa 3. G.C.MAYMEeTHERSIMPSONO MPCBNNECTIMS.SEEFRAMINGFIANFORCMNECTORCALLOUT. 4. FORSNGLEPLYTNUSSES,SCABM4 LLMIGHTSWP 2WMMUSSVEM) LWEBW(2ROWSOFlw NNLsoro.C.STAGGERED S. MINIMUMA.T.R. EMBEDMENT: YEMBEDMENT FOR i2AT.R. Y@MBEDMMT FOR &V&T.R. W EMBEDMENTFOR 7N AT.R.(IFAT STEP, DEPTH IS FROM LOWER SLAB). 0. $CAB TRUSS CHORD W 4'-0'2x SYP#2(MATCH CHORD LUMBER OLE) W(2) ROM INN 4-FROM END &4^O.C. STAGGERED: CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE, G) MIMMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTION FOR AURMF/FLOORTRVSWSMMA30 "WALLSILIWELS'IUF SMOON PUN 2. CONNECTION ATWOR 3T O.C. PENDING VERTICALS FORAL. FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL M12M)9FOR MORE INFMMATIM 3. CONNECTOR FOR ALL HIP JACK(CORNER JACK) TO MASONRY WALLSBCFWALLMUNTELB 4, COMECTIONFORALLOONNNUMSRIMBOARDMTOPOFMA30NRYATWO.CMNLW(2)4TEACH COMM TO VERIFYLOCATION DOES NOT CD4FUCT WTJI (IF APPLICABLE)UYOVT & CONNECTALL FLOORTRUSBESTO INTERIOR BEARING WOOD WALUBEAMS wI(2)t2d TO us p MINIMAL CONNECTOR UNOON FMMING PLAN 1../CONNECTIONFORJA°(TRUBBTOWBBDWALLORBEAM 10) MINIMALCONNECTORUNOONFRALIINGPUN ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION, 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL. IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REVIEWED FeR C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. w/ 11/2' LONG T-NAILS 0 2'-0" O.C. SECURE 1-CHANNEL 012" O.C. CODE COMPLIANCE ST. LUCIE COUNTY BOCC IF FILE COPY ETAL DRIP EDGE x SUB -FASCIA -UM FASCIA. CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CkBACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL TOR --,v4 S No * s :�: *: i , I 1 N N LID N m cu cu UL. N (I) 7 C '°BI E00 y e�m m a N N t0 D °.6 ). 0 00 Y€mE4U �!V �QOO'Hi LL N E D �i-Z Gen .5 Vie W o_^-1c D.E W D- w M; 11alp-- z.'�Mj4< Z Z D: N Cv 02E ° Q g y N Y 6 5wo IP 8 v A M1b W�° N W � s m 0 0 M ODTn.4 N � NQ � s Z � R 3 2 € b"' 8 W WWW.FDSENG.CDM ❑ 0 5 z M Z M N N Nr Z N 0 � 6 `- Q) Z Q o o N 3 D C J ° Z CL Do0 8 V) C9 a v w U 0 - E E ° E `v O w c o 3 JUCHL o N = WM By w 'S N E 0 0 s ui �� Me = P ynH �d c �ko rnoaB Qm. ill3 A DA S HOr TES w y°°-I. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 r DIVISION LOCATION: PORT ST. LUCIE 2 - Job Information: N m a of s O {(ilxJx/ 1- N m 0 m 0 s I- a a C LO ' ' t N F 6 6 B U m E m O M `a O_j W D w ° E10 cn (n N a V Model Name /Number: 2265 c V Plan Issue Date: Tuesday, February 25, 2020 c M V KA PROJECT NUMBER: r 20-1.409 a � Sheet: Of: 0 N o ROOF PLAN A 0 LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NONSHEARWALL SEGMENT BAR & 30DO PSI GROUT, MIN. 25" LAP (ACI 530) I I I I TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL ELK, CELLS WITH 3000 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25• (ACI 530) FOR MORE INFO E3 le OF SLAB � - I, aaaaTOP MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) -10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE i' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. r EARING WALLHEARWALLFRAME WALL.M.U2 SYP/SPF P.T. W//2" X 8' "J" BOLTS OR /2' X 6" EXPANSIONORS OR (6) 3" X 1/4' ONS OR 7/8" HILTI TIX-ONI 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALLTON.rs. MASONRY CONNECTION DETAIL #5 REINF. 20" MIN. LAP BAR q #3 OR #4 REINFORCING S��Br BAR #.4 & #4 LAP SPI ICE 25" MIN. LAP STD. 90° HOOK I��P NF00.CINGBAR #c AP c I I0 SCALE 1"=1'-0" 36" MIN. LAP h #6 REINFORCING BAR ' GRADE 40 U.N.O. #6 LAP SPLICE MS05 REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2%' 12- O.C. 1 2 x 6 1/4" X 2%' 12" D.C. 2 2 x 8 1/4- X 2A4" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST iLINFEL ul w (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN /2: FASTEN P NAILER TMASONR IF DOUBLE 2X NAILER IS USED, USE 1/4'X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL O O HURRICANE 4 A -AN At tap nN ru Rmb '. Hrs° CLEaR 01 cn.0 .� ,6 , `B RE®AR AT E 011 C OF IJNm. "VITY OOTTan MNFORCING 1Ple'AOT1/.L PRO✓i IN 1-00E1 NAME) e' NONNAL WDTII TYPE: DESIGNATION P. PILL® LLUnI QROIR / e auavmr CP s RSDAR ®aR AT at Barron OF IlNT6 cAvlir BFIfo-IB/IT NonNAL matu i j La xnT w s NOMNAL H61OHI' REeaR AT Tap MATERIALS 1. fe precast lintels = 3500 psi. 2. fc prestressed lintels . 6000 psi. 3. fc gout = 3000 Psi w/ maximum 3/8•. aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 5. Rebar provided in preceet Ilmel per ASTM A615 GR60. 6. Field rebar per ASTM A815 GR40 or GR60. Prestressing Strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM 0270 type M or S, GENERAL NOTES 1. Provide full mortar head and bed joints. 2, Shore filled finials as m(lulmd. 3. Installation of [Intel must comply with the architectural and/or structural drawings. 4. Untels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17.4" and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stimps are welded to the bottom steel for mechanical anchorage. 8. Castin-place concrete may be Provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based an rational design analysis per ACI 318. and ACI 530 10.Untel min. depths are called out on lintel plan. If contractor Installs a deeper lintel than Indicated an the plan, doing this Increases the strength of the lintel and is approved without engnsenng letter. if a smaller lintel is installed Contact FOR for approval SAFE LOAD TABLE NOTES I. All values based on minimum 4" bearing. Exception: Safe loads far unfilled lintels must be reduced by 20% If bearing length Is less than 6-1/2". Safe loads for all recessed lintel$ based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rather. 5. Additional lateral load capacity can be obtained by the designer by Providing addional reinforced masonry above the Precast lintel. 6. One #7 rather may be substituted for two 05 rebe,, in 8" lintels only. 7. The designer may evaluate concentrated leads from the safe lead tables by calculating the maximum resisting moment and shear at "way from the face of support. 8. For composts Ilntel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY PRECAST "U" LINTEL W/ SOGOPSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT e R 10, STD. 90 HOOK II II HOOK a I Lj c m O c Y O 0 G � `a`utnellu/!/i E :a LL 0ss 0 SIC � ///11110eLt1� N REBAR ON BOTH SIDES STD. 90 DEGREE N OF OPENING U.N.O. ANGLE 3000 P.S I CONIC. W/1 #5 DIA REBAR TYP. BOND BEAM 8" x 8" x 16' K.O. WOE KNOCK-0UT LINTEL BLOCK CK FOR FIRST FlLL W/3000 P.S.I. IPLETE CMU COURSE CONC. W/1 #5 DIA. OW SILL & FILL SOLID REBAR (1) #5 BAR FOR ALL DOW OPENINGS 6',W' LARGE INDICATES FILLED 8" x 8" z 16" CMU U.N.O. CELL FROM FTG. TO BEAM WITH 1 #5 .. BAR MIN. MIN. LAP (ACI SEE FOUN20ON PLAN SEE FOUNDATION FOR LOCATI PLAN ONs D r d a `$€- is v# to rp I gEwg W. p O ONp 00 ril. u a "549 0 Q ..gal Di a UA "e�ax g�da� Z-H.H Z z o iNi �EGs� T W��m 30p0 m 000 `o $ g g 2� iX �. ® o a g m a 6 W 6 o.Q WWW.FDSMG.COM ❑ O ❑ t Z m _- w Z M O c Z a Q c 0_ D3 0 Y O y •E O u E _ w o r c In m u I- U mNE w h o N T n y amowo ® ° 1 AE, AMS HOME ' c '0°- FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a € DIVISION LOCATION: PORT ST. LUCIE Job Information: s m 'a a 0 0 a 8 c W` Ur) rn O No C 3 Q N 0_3LLJ_J cl o J M U) C) CO LL N gVI Model Name / Number: 2265 Plan Issue Date: Tuesday, February 25, 2020 mV KA PROJECT NUMBER: x 20-1409 o Sheet: /� - Of: N 6 LINTEL PLAN I 1 ✓ l� li 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2)%"x5" EACH END SEE FLOOR PLAN WEDGEANCHOR FOR BEAM SPEC. 0 a OVERHEAD SECTIONAL m DOOR TRACK W/ 3/8" X 0 ° 1 1/2" STEEL LAG BOLT ter'• . W/WASHER. MIN. 6PER TRACK TO JAMB. Y 5) 1!2" DIA, x 8" ( 1/2" X 8" A.B. W/2" ° " "J" BOLTS WASHERS SET IN " „ o FILLED CELL W/ #5 TYP. FILLED CELL " VERTICAL MIN. 5 PER JAMB. o „ € SECTIONAL @17 OVERHEAD DOOR CONT. P.T. #2 n x d WOOD 5 lnq� Ir SYP 2„ X 6„ r n TRIM •' �� sul R 0 ♦ al; `c 6 O 2"x6" P.T. WOOD JAMB VI 0 {CL� c DOOR AND CONNECTION PER GARAGE SLAB T P(6 � N GARAGE DOOR MANUFACTURER �� Q Z, TYP. GARAGE DOOR TRACK MOUNTING DETAIL 3 m`o�O ' F L O�� It ♦t o iB rllll'14, T m NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS t N DETAIL- UNLESS NOTED OTHERWISE .� MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. LD a 0 c m �tmg" F m10m a€� l 0 JJ EPP U On n�irn LL LL LL m S€ m'� D a ii rn o 18�a:iz W a BLOWN IN R-30 INSULATION PER FBC 10 ¢. € Q `$a' Z a 8°' Z 3 � of AND ENERGY FORM SUBMITTED WITH 0 E d 9 II 8 BLOWN -IN R-30 INSULATION PER ' PERMIT APPLICATION PROVIDE BAFFLES AT EAVES VENTED ATTICS) 0 '6 °' E. B m 0 m O a 2 W n m FBC AND ENERGY FORM SUBMITTED (FOR 12 ' a � ¢m 12 WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR S a a o u p a 8 PROVIDE BAFFLES AT EAVES SEE PLAN FOR VENTED ATTICS ( ) SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT Q d a Z a p0 d " t• . U �- W I FIBERGLASS SHINGLES OR PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING G °' $ §ws t°- l° " N FDSENG COM ❑ ❑ ❑ U In 0 oh •- Z 13 TILE ROOF PER ELEVATION ( ) OVER APPOVED UNDERLAYMENT ' TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF iu `6 ''y PER FBCR 905.1.1 OVER APA , NAILING SCHEDULE) m a o M IN PRE-ENG. WOOD RATED STRUCTURAL SHEATHING TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES PER ROOF + ' •� • '�� '�; G' TRUSS ANCHOR (SEE PLAN) ' \ /� 1. -tiitJ� n�_n� lL `�_ti._n� SEE PLAN FOR m Y c z 'o /^, ` z o IN Q c FASTENED TO TRUSSES _ _ _ BRG. HT. L qmw / NAILING SCHEDULE) : • 3 o_ TRUSS ANCHOR (SEE PLAN) 1 J `' i TO BE INSTALLED ON OUTSIDE •• 1/2" DRYWALL FELT PAPER OR ' ° METAL DRIP EDGE a �� a „ u FACE -%i'.J�-%--�'�-��h-,'`J` _ — _ — _ — _ — _ — _ TRUSS PLATE 3/4" P.T. NAILER . • •V 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR 0 (9 'To 7 SOFFIT. SEE ARCH. 4x4 w/ 2x4 POST UNDER EA f6 u E 1/2" DRYWALL O E -0-METAL DRIP EDGE PLANS 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. U _ 0 112" DRYWALL CONNECT ALL 2x STUD 2X SUBFASCIA CURTAIN NAILER r, 8 x 8 x 16 K.O. 1 x 4 P.T. @ WINDOWS LINTEL BLOCK KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. E c O ,,, o � 0 """ TO TOP PLATE WITH (4) l6d TOENAILS SOFFIT. SEE ARCH. 1 x 8 P.T. @ S.G,D. O.H. w/ (1) #5 DIA. REBAR & N N SEE ELEV. 3000 PSI CONCRETE AH (TYP.) ALL SIDE$ / (TYP.) FRAME FOR COR- / // . \ -0 ,`v ro T6 b9M c U E w E --- PLANS "U" QO ,O NERS FOR NON LOAD w o o 1/2" DRYWALL PRECAST LINTEL H y, °° a v , v BEARING SIDES NAILED u SEE PLAN FOR HEADER SIZE SEE SCHEDULE N / f/V. ° V. ° V. < w/ 16d NAILS @ 8" O.C. = op w v V ° ° Oa° v n° #'r O \\V/� Uri O o m m d' 0 ® M ='0 / Q o00o am OPTION- 15/32" OSB EXPOSURE 1 ON O.H. 1/2" X 8" J-BOLTS '0 / / m '� MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. / (TYPJ4 COURSE HIGH A.F.F. DAMS ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. / CMU BASE FILLED w CONC SIDE w/2" WASHERS � / / a� I PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA, 1 3/4" %' TYP) w/ (4) VERTICAL RENF w/ ( v REVIEWED /�f[5 R E I E E D wn y c NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. r, NOTE: 44' MAX. SILL HGT. ON /, FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP v rY 2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI PLAN AI -Al OF COLUMN CODE COMPLIANr-F.�. 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN CONIC. ALL LOCATIONS N SHOWN ON FOUNDATION T F E .. R,:,JJCI E V.•'. w m _ GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN & FLOOR PLANS 30cc a s DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO u '^ SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCIE OPENINGS ARE INDICATED, FULL W/11-10d TO BEAM FOR BEAM SPEC. z Job Inrmation: fo STUDS ARE REQUIRED). r & TO FRAME BELOW NTj NOTE: 44" MAX. SILL HGT. ON 1 m r ALL BEDROOM WINDOWS. r ou VINYL FRAMED WINDOW a ` CEMENTIIOUS DECORATIVE W/ SCREEN WINDOW STOOL ' FINISH 7/8" THICK PER ASTM PER SPECS N PRECAST CONIC SILLNo M C-926-98A O PAPER BACKED FOIL �", ; I Lft COPY 0 2% STUDS SEE FLOOR PLAN FOR ( INSULATION AT CMU BLOCK WALL N BL LL MORE INFORMATION). SEE T613 1/2" DRYWALL PER FBC AND ENERGY FORM v x ON SHEET 6 , EXTERIOR FINISH - WITH PERMIT ' a a)SUBMITTED FOR NAILING INFORMATION FOR (SEE ELEVATIONS) APPLICATION 0 Lo R-13 INSULATION AT EXTERIOR WALL SHEATHING. FTG. DOWEL #5 DIA. REBAR _ W 07 U WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN 1 x 2 P.T FURRING 1 x 4 P.T. 17" IN CONCRETE - 25" EXTEND (ACI 530) ABOVE , SIMPSON HETA20 BUILT-UP CORNER MIN 2x4 0 ,W c m Q WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. BASE NAILER SLAB. ALL LOCATIONS SHOWN w/10-10d TO COLUMN Al , Al (3) 0 0 2 N N E i WOOD BASE MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD WOOD BASE ON FOUNDATION PLAN POST 'OR 4 POST / EACH XEND OF BEAM UNDER m O a U SEE FOUNDATION PLAN m 1- FOR SLAB INFORMATION TOP OF SLAB — _ — _ _ SEE FOUNDATION PLAN FOR - SLAB INFORMATION TOP OF SLAB NOTE: 2 X 4 P.T. PLATE •" m o N p �+- m I � BOTTOM STRAPS MUST BE s N Model Name /Number: ."—"—.,— INSTALLED ON INSIDE OF 0 GRADE COLUMN. DO NOT BEND 1 7GRADE STRAPS UNDER PLATE. ° a 4° 2265 CLEAN n, PLACE STRAPS IN FILL COMPACTED o I�' 'SEE PLAN FOR CELLS w #5 REBAR r ° / (TYP.)4 COURSE HIGH CMU BASE ••, Plan Issue Date: FILL "i • .• m RE -BAR QUANTITIES- ; �, • •. ; , • FILLED w/ CONIC -SEE PLAN FOR $ `� SIZE. TOP OF COLUMN BASE - Tuesday, February 25, 2020 SEEFOUNDATIONPLAN -•••' ;,•�•' 2'-0"AFF KA PROJECT NUMBER: 16" FOR FTG REQUIREMENTS SEE PLAN SEE FOUNDATION ,; .•, ; 8 PLAN Y 20-1409 NOTE: DETAIL CD21 / S•2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T 0 N ~ Sheet: S-2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"-1-D CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING WS01 TYPICAL WALL SECTION - 8" CMU T n 1001 DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM [F W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW 2x4 BILKING AROUND CURVE..MIN. 2 TITEN ANCHORS TO 2x8 •, PEA) pp�puurUprp,q ._ pwp,-� _44 EA. SIDE TOENAILS EACH END 2X BLK'G.■-I,�': .0 �� I�I TO • ��NAILS@ 16" • SIDP NAILER EA. END ■-! -■ EDGE VIEW BLOCKING ATTACHED TO • at ­ NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING N.T.S. m W & m to � 1' 1i4" 1Vi Q Q 4 12) 2 x 4 LAMINATIONS W/(1) 13) 2 x 4 LAMINATIONS W/ 121 (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148°, L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D=0.162', L=3-1/2")OR EQUAL (D=0.162^, L=3-1/2•)OR EQUAL 1NADJ ) ACCENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4^DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDMONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.s. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS _ REINFORCEMENT REQUIRED) r F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL I N.T.S. STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE GE05 FOR STANDARD GABLE END FRAMING ` z 4 +I N 0 2X TOP PLATE TO 0 GABLE END W/ 16d NAILS @ 6" O.C. a 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 I FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING ><7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO OPENING G.C. TO O.S.B. W INSTALL (3) TITEN HD. W/ 2 8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED (3) 16d �SP4 AT COMMON 24" O.C. NAILS(TYP)� CMU_ SEE PLAN FOR WLL HGT. M M M— t•— rd `i7%%� /�30 00, I1�/ •1 •:••�� �il O.C.• • •- ��n •• TOENAILS �'x • • • © • • . •• :d NAILS. SEE DETAIL ABOVE SEE ELEVATION FOR ROUND/ SQUARETRANSOM BOX HEADER--J EACH END 7'-0" MAX •• •• •••• •• CMU WF39 I TRANSOM DETAIL AT ENTRY 1/2"=r-0" PROVIDE 2x4 ONTO OF 2x8 TO BLOCK OUT ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48" Af, 2x4 STUD PER PLAN 2x4 BEYOND. AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED j STUDS) TOP PLATE TRANSITION PIPE OR DUCT W/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. 4,9. TOP & BOTT. N NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL STRUCTURAL SHEATHING I 1 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC--�,, AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. *(SEE LIP EACH TRUSS OOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 2X4SPF AT 16" O.C. STUD TO BOT PLATE: SIMPSON SP4 ;' " " 1/2" X 8" NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=I.' OF SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 12d NAILS @ 3" O.C. WOOD BEAM PLAN FOR SIZE SIMPSON HUC410 OR (2) HUC210 al TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4'G OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY I I (SHOWN AS 4 x 4) (2) SIMPSON HETA20'S W/(12) -16d EA. TO COL. ALT: (2) MSTAM36 STRAPS BOTTOM SPLICE TYPICAL BLOCK CENTERED w/ (13)-10d NAILS / OVER STUD WALL •.,, Ea O COL. TIE BEAM NF17 I TOP PLATE SPLICE DETAIL 3/4"=1'- * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS I KINGS JACKS I KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9 (2) (3) (2) (2) 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ — 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - on�N� * it HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 'SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12' O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.Ts. CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC LT r e g `ems Q�• .tiN'S ,rrrr`�.a • p L 10 ,r�eg61 i�d 6il rI i, O N cc O N C4 •• �l��'4,� LL sya Lem a m 6 0 c ism g m 'INC gwag h 0000 OU JJ JJ ��ow S�NOLL LL LL Ens 0 ummz ui •I 'A'`om' O. �m a c¢LL ui 130 n: Ir C @m 2`20 z z o is Ba.a + Q mag$ 3 ¢ O �00 W % m COse ' 2 ao3 WWW.FDSENGCOM ❑ ❑ ❑ Z m 0 or z M O 10 z c a � J � w � — S O zo Q (DV) c� �_ N � w F o E V — 0 -- O u0m W ( \ . Ln c m to � d mm C6 U o N E w OR 0 5 go N x o 0 a�o 01' ® c , a o, o m 441 ' nA•HCZ uARMW4= FLORIDA CONTRACTORS LICENSE NO. CRCIS30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: NO O z U7 W O y '` v M N 0 6 � U z N 1-�Um E 0 a) a Q J W Z) N o J m U) U) DD L� VI Model Name / Number: 2265 VI Plan Issue Date: Tuesday, February 25, 2020 KA PROJECT NUMBER: 20-1409 Sheet: S Of. �v{ TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX TO BE LESS THAN SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN ' OR EQUAL TO 45° ` 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR ' O.H.UNDER -SPACE OUTL00KER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. MINIMUM 2"x4" ' I 8d NAILS @ 4" O.C. WALL AND ROOF CROSS BRACING (SEE PLAN FOR '�, 2x4 SYP BLOCKING SHEATHING, SEE TB13 FOR SPECIFICATIONS LOCATION) LOCATION) , ; : j BETWEEN TRUSSES @ 48- O.C. MAX. FASTEN TO EA. RACE FOR - , BLOCKING •' TRUSS W/ 3-12d NAILS EA. GABLES 3 -0" TO 5'-11" TALL. ' , - 2x4 SYP CROSS BRACE END X 2X6 SYP L BRACE FOR APPROX. 8" FROM RIDGE GABLES 6'-0" AND TALLER. ATTACH L BRACE w THEN 48" O.C. AFTER. NAIL w/ / 12d NAILS 4" O.C. -' 3-12d @ EACH�ND & ® @ CROSSING AT 4 ANGLE. GABLE TRUSS (NOT REQ'D WHEN GABLE IS ui 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO ' TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. 12dPER ' ' W/ 3-12d TO CHORD (MIN LOCI` PLATE NAIL GABLE TRUSS c DINT 1ST 4 BAYS �� TO TOP PLATE w/ 16d NAILS @ 4" O.C. H CONTINUOUS LATERAL BRACING- �'- 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT R X-B NAIL OVER X-BRACE AS SHOWN- 4 BAYS - AT 48" O.C. MIN, Y INSTALL AT TRUSS WEBS KNOCK OUT COURSE o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB MASONRY WALL m N_ I NAIL TOP OF "T" TO GABLE ; ROOF SHEATHING, SEE N TRUSS w/ 2-12d AND 1 i T013 FOR ATTACHMENT 3 TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON H8 W/ OVER JACK TRUSSES, SEE PLAN. 10-10dx11/2" NAILS FASTEN (1) SIMPSON HGAIO @ 48" O.C. W/ 8 1/4"x1 1/2" PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" � CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d BETWEEN TRUSSES W/ (2) 12D FRAMED WALL OR BEAM AND ISIMPSONH8w/ BELOW, SEE PLAN. 3 �eY��errFeTT�� 6 NAILS EACH END TO TRUSS TOP 10d x 1 1/2" NAILS c Q TC �s CHORD @ WOOD FRAMED WALL @ DUTCH GABLE E ..` e • °EasE''••° '404 0 TYP. 51SgA •;. ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. c r "• -'X TRUCTURAL WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP o OF •? �S L G.T.SHEATHING ACE .r .q'•, �'C ?, aim(: ADD 2X4 ALONGSRIPPED 2X4 SYP #2 A '' rL O�\c''•�,�� >: TOP RD WHEN L TO TOP U) ,�'`e TO PREVOENT SHE---- OFIHIPPED TRUSS W/ d +siYiet��`ot� SPAN FROM EXCEHIP 12d NAILS @ 6" O.C. v m 3 MAX 24" SPAN (EG.T SIDE OR BOTH IF o n w ROOF (2) 12D NAILS AT 12" O.C. MAX MINIMUM (3) 12d PER JOINT 5 SHEATHING MINIMUM 2"x4" SPF OR m R 8 F PEEN *SPACED AT 10'-0" MAX SYP TRUSS BRACING o� W 2X4 BLOCKING o m ��w g Q 0 m 00 gz�Q � BETWEEN TRUSSES HIP TRUSS ;, 0 g Q O E Q „ . ®I` 111 8�o n w W TB03 HIP / RIDGE BLOCKING DETAIL N.T.S.TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. 3 Ww$ Z Z o yy FD W°oV; S, � m 0 m m YI 4un ZNamv uIll 60 p 8 MIS-. 2 U 0 J �r y 8 @'� WWW.FDSENG.COM ❑ ❑ ❑ LO O n y Z — N TRUSS NOTES: w Z cqy 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 3 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT THIS CONSTRUCTION LOAD SHOULD BE IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY Z o CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT - EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL N .- / , \ Q) i-J W w F '` LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. m TO Q E 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. o• 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. E `o O --- 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. Lv p1 SEE TYP. TRUSS BLOCKING DETAILS a N SHEATHING C ce) U 2 N w c w 00 _� �'- 3 TO 4 TRUSS x4 AS SHOWN '0 r0 TRUSS SPACES ALTERNATE DIRECTION H LI N C $ = V o a � O tl0 /.qq- Q1W RUS c°o c ® DAMS VERTICAL SCAB 2%8 #2 SPF 48" O.C. b HOMES W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2}1 NAILS OR HCLR/LL IN PLACE OF (4) SOD SECPON TO TRUSS c REQUIRED @RAFTERS GREATER THAN 8'-0" B-B o FLORIDA CONTRACTORS LICENSE NO. CRC1330146 d 3000 GULFBREEZE PARKWAY SEE PLAN ouBLE TOP DOUBLE PRE{NG. TRUSS PU1TE TOP PLATE SECTION B B SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS —� GULFBREEZE, FLORIDA 32563 Zx STUD WALL VARIES w ROOF REVIEWED FOR d DIVISION LOCATION: SLOPE SEE PLAN PORT ST. LUCIE CODE COMPLIANCE CONY. FRAMED RIDGE \ \ ♦ Job Information: BE NAILED MIN. VERTICAL SCAB 2X6 42 / \ 2X4 SPF BLOCKING / ST. LUCIE COUNTY (4) 12d WHEN IT L (4) N LANDS SPF 48" O.C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS \ \ / S / U1 2x8 NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O. MAX. / / @ 48" O.C. X. U V BOCC SIDE w/ (3) 120 NAILS WHEN HCLR/LL IN PUCE OF (4) 120 w/ (3). ,tuo g REQUIRED w/ (2) MTS12'S REQUIRED ®RAFTERS GREATER THAN 8'-0" \ 2x4 SPF BRACE \ @ 48" O.C. - NAIL W/(4) / oCOLLAR /v EVERY 3 dE \ \ \ 12d AT EACH END & SHEATHIN %F RAFTER \ ALTERNATE DIRECTION m \ \ _ O 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12d NAILS \ 0 @ EACH END, CONT. EACH BAY (OPTIONAL) B Ts / / copy 1L v n z 2x4 SPF W/ (2) #7X3-1/2" TRUSSES g iU ALTERNATING DS WOOD SCREW EACH TRUSS / / SEE PLAN N � BLOCKING OR H5 @ 48" O.C. / / .� PRE-ENG. TRUSS \ / / E ✓ M STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT HAND N N 3 ALL FRAMED AREAS TYP. SEE PLAN FOR CONNECTION \ \ / / ro L a B SIMPSON A34 OR \ \ / / V m 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}12d NAILS @ DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / o N O D DO LI- EACH END AT 8'-0" TRUSS MAX 2X6 RAFTERS @ 2'-0"O.C. 2X4 SPF BLOCKING \ n / w MN•1 , ^ , .I L.Ld V) v / MAX. w/ (3) 12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM Y V BETWEEN TRUSSES @ 24" O.C. MAX.w/ ua rn ♦ Model Name /Number: (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN , , \ /• \ (3)12d EA. END (TYP.) d 4 FT @ 2'-0' O.C. MAX W / (3) SOD CONC. MASONRY — — COMMON TOE NAILS TO RIDGE BEAM SEE PLAN E 2265 2X4 CONT. AT STEEL OR WOOD y T&BDHDR BEARING SUPPORT Al 'o ♦ Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING Tuesday, February 25, 2020 ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION m x 20-1409 2x4 S.Y.P. • @ 16" O.C. r m Sheet: ^ TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON WALL DETAIL N.T.S. V` -BEARING n 0 ROOF FRAMING AND BRACING DETAILS \\\\\\\\\\\\\\\\\\\\\\\\\\\\ 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. In Use only a maximum of 1/4" thick shims Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" 6" 6" SINGLE DOOR r, SINGLE DOOR W SIDELITE 3" V 3" 3" 3n 3" rt fl3" III -11 IIIfil I E 3„ 3" 3" 3' 3„ , 6, 6 6,r 6, DOUBLE DOOR W/ SIDELITES 'A 'El 6 )PACE :VENLY " 6 SINGLE DOOR W/ SIDELITES 6 6' 3 DOUBLE DOOR LOCATION OF BARRIER TO BE 1'.011 IN FRONT OF MECH. OR APP. WHEN REQUIRED m op Z 1 -II. III IN, IIL' 11 v 1 f - It- - Ir I ttV d cl v O Z I ' T I N I, V d I 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB 16" MIN. DIAMETER CONCRETE FOOTING 11 PROTECTION BARRI N.T.S. Be SPACE EVENLY W \ We 7" ;s to use in SO Wee 36, 8 8" 81, 8" S. 1" SEALAN L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Fppl Dedw Q � Under ` \A"�4aP Nt`'e Ads Cau1sa �d Coud�Oput� ' F. z9' over valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY RTICAL WALL ENTRY TEXTURED, PAINTED EXTER. WALL FINISH 6" X 6" H GALV. FLASHING CONT— PLASTER STOP1 ROOF — SHINGLES 6" X 6" H GALV. FLASHING CONT.� ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF V ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED BLASHRNG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP W / ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS `1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU " THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING --""" BY OTHERS CAULK BETWEEN " FIN ASHEATHIMS EXTERIOR FINI5H ay OTHERS IPMMEIVR 6AU ILK BY OTHERS O,A, WINDf W` HEIGHT C_XTERIOQ 7 S i12" MIN. EMBEDMENT \+D IJ10f?ia SCREW INTERIOR: TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 114"-- ,kM1AX SHIM SPACE BE Fly—Lite Instaltadon Instructions For NI Fi1wd Windows Wldt Moundn9 Fln -_ Includes all of the following series: 625 / 825 / AZ15 / FL15 / AZ30 / FL30 / V1500 / V1580 / V300 / V380 ,' """°".' •' •n' Venn i ee,m sr_samn Madmum Fastener soadlg Wall Framing: (lambs Head and Slit) a2 Sprum/Mna/Fir ^--_ B 9• 4" or 4LLer Sllioane -� 410X1.1/2" — Minim m Minimum u Penetrion _-.... -_. 61aLtp Bead- M nfirg Fin Cross Section View exterior Vine of new l&Xbw Mmmum ..::. 1 yr ' Silimne More: we s(reng/Yrerommend the use oJflasn/ag antl/wflashing rapes erM0/pnsasmw /n.4571M E2112-Ol. Howew,, due m wdablon(nwdesandaa1lds, rypea,ittaten upm the andum to deismashm the "imrtdafa//anon oJMase Rams. ._ t t .Ml:P FSdE Cefare'rsiadiny your ,v!ndory, the WDINs W"P nay be O�d back fond In.pettirny but please le-sbck !ice wrap M (Fain the blanks Prom soars h' .',s oTd¢Y t!ama3E rims; cOlIlta alol 3'snoete. Step i Measures be are die Wrong is 3/8- W 1/7" larger than the wlmaw sine bath vafcal, and harimmaAy. ' Yw may wa1 to predrill the Installation holes In the an a this time. Me hm6sm me menruft M as aredwl Stag 2 APPIy a generous head of sllimne te the bacloade of Me mounding an. Use enough sYYme a suffidergy fill all wins between the fin and Me Hall sheathing. Step 3 Ment the ndoe, into the Wring from it, outside. The window h abelad "haide" and "wade", but "these labels have been remawad, the gaining lmd should ahmys be to the Inside of ere building. Step 4 Install shims under the sdl, adjusting ament until Me urdt h Plumb in the meaning. Shiva should be Installed under, the all ewer, 2 fat. The whom shale be basal amaerW In Me with no more Klan 114"gap hetwmn the wtwloet and wall framing. Stop S irsala#10a1-1/Y soeta 9"ban Uri came afthe fln a[mrh end p181¢isead, sill awl hod, jamb, Step 6 Instal the remaining feateron n 8" increments from the comer scrvws as the pacer of aeon frame member. Use are net a mer- tighten the sdntws atd pol them Mro rough the fin. Alta, make sure the sonatas go in shed and do not muse the frame M bow. Wall framing should be a minimum of #2 SvucNP'awjrir. Fasteners shailtl be d10 scathe of suMdent ler 9M toadtlewe 1410' Penetration lnt, the wall and m IM than l/Y from edge of framing. Fastens mearififts needed In Win side of from to emlew 8"spaq IN frame t4ember 18": iB" 28" 34" 43" I 58^ 1 Number of Postmus 1 I 4 1 S 1 a 1 ) B 8 !0 33 1 it 1 13 Step 7 Redraws Isom share ueeze mPfrom aouni tie on atb for holes a whbs Ilse sillcone to fill any wads. Step 8 Dtlmiretl, a foam Insulation we be applied to the interim gap between the wIWM and wall hearing. Rapplied, ana m mes am eau cXFnmDING r )'vt Step" Slem them windows are typimlly used an moms with high moisture, le; bathrooms, B is moommanded that the Haulm gap between Me window and Hall framing alea be seated win mhome, am toea1 so as not fro Honiara wRh Me instri den of Wallboardblew trim. SWP 10 nice all canstructa n Is complete, remove the bubble HmP (ran the bade and ouade of the window. If necessary, dean the bldrks with a nald deter t and worm water using a soft debt. 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 Method Approval # Roofing: 1st Choice DE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING FL7006.1 R-10 ROOFING VENTS: Florida Metal P oducts Inc. FLAMCO "Off -ridge vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, M EDQ9 AND 4" O.C. TYMAL FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOOAN DLD INDUSTRIES INC TYPE S- II UNDERLAYMENTHVHZ #30 ASPHALT -SATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL15216 - R3 FL17206.1 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "1" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 8 x 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR GLAZED INSWING 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. ED O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) FL20461.1 2nd Choice +67.0/-67.0 THERMATRU-CORP. FIBERGLASS DOOR FLUSH OUTSWING FL20461.19 FL20461.2 Siding: 1st Choice +0/-146.3 The Tap Group 7" Staggered Shakes INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8° DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING FL20403.17 2nd ChoicelN.A. N.A. N.A. Windows• I 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. 11/i" 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 SUFFIENT LENGTH TO ACHIEVE 1112" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 176R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 +50.0/-50.0 MI WINDOWS 3540 SERIES picture win tlow FL18644.3 R3 Mullions: 1st Choice M-1926 MI WINDOWS Mullion M-1926 Vertical I FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/a EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM DISTANCE LFFL18504.1 Horizontal MINIMUM u n EDGE FL 15804.2 Fixed Glass: 1st Choice +50.0/-50.0 UWINni'LOCK W 625 fOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. l 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. FL18644.3 R-3 2nd Choice 3rd Choice Soffit: 1st Choice +55.0/-35.0 K IYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 Hurricane Panels: 1st Choiceh46 PSF EXT/ PSF INT. HURRICANE STORM PANEL MFG, INC. 24" Ga. Galvanized Steel Storm Panels DIRECT MOUNT. TOP 1/a "-20 MALE PANELMATE W / WINGNUTS AT 121E O.C. BOTTOM 1/a"-20 SIDEWALK BOLT w/ POWERS CALK -IN FL16293.1 1 have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 _ Name: TODD M. BORN Certification Number: FI. # 82126 _ Name: Luis Pablo Torres Certification Number: FI. # 87864 of W "N0 caw W c W ID eH F In 00 � e E 'P-o �.A U NRm LL LL mro DramZ ai8m';k Wa.-Ic W �E Q=�'I 1il a H. �� O 2a5-o °- a 12 z 3Z W O gw�_b Whom m $ W 03 seI' ZR d d a 6g9 D 00 x In D $eBS. W U ao $ D W ❑❑❑ -m z Nz m m Y/ 10 Z 0 ¢N o rnd LL V I z \ FL rI tj r� W ~ E 0 p O m V) U m N E I�'I o K c V) � m m rB m u o O 8 �l Sooin = a I, U cn o iu r,' 0 (_v hays jI _ A Q It d o°b Iil=jm 9s rsw arc+ ui.0 ��. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE MPLI NC7 IWT 0 COP 4) W a c `* to a N Co co 6 Z NO N m E o U 2 a Q J W N 00 o r^ '^ V' LE Model Name / Number: 2265 Plan Issue Date: Tuesday, February 25, 2020 VI KA PROJECT NUMBER: 20-1409 Sheet: S-5 Of: REFERENCE INFO (PSL) MECHANICALLY FASTEN AS /� FOLD UP WEATHER NECESSARY IN CORNERS THROUGH - / RESISTIVE BARRIER & WEATHER RESISTIVE SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER /'WEATHER DOOR ROUGH OPENING �RESISITIVE WINDOW UNIT BARRIER WOOD FRAME CONSTR. TAPE s EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. SLOPE SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) WALL BY 6IM UP JAMB 6". USE LIQUID NAIL BRAND UE:1 OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING WEATHER EXTERIOR RESISITIVE SELF -ADHERED FLASHING BARRIER CEMT. FIN. SEAL TOPS OF JOISTS UNDER DECKING II SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) f, " I HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH 1. Cut, fold up & temporarily secure weather RIM JOIST resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier BUILDING 3. Fold weather resistive barrier back over head flashing and f 'I I PAPER seal with tape 2 yU( 2 O SELF -ADHERED FLASHING Scale: NITS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BWPM EXTERIOR DOORWIITHDECK - SECTION A IWPO2 CEMT. FINISH SILL] POTSHELF/CHIMNEY SHOULDER IWPO3 ARRIER EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT 3/4"-l" BEAD OF CONSTR. ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) COMPATIBILITY SCORED RELEASE PAPER SELF ADHERED SELF -ADHERED FLASHING, `. (BEFORE FOLDING, SCORE FLASHING EXTEND A MINIMUM 6" RELEASE E EA ESNEAS TO EXPOSE VERTICALLY FROM BOTTOM OF THRESHOLD z s ' MECHANICALLY FASTEN AS SECTION -A NECESSARY IN CORNERS THROUGH (SEE DETAIL WP02) SELF -ADHERED FLASHING - SELF -ADHERED FLASHING 2 z SELF -ADHERED FLASHING 5 NAILING FLANGE 1 O 4 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 6 BOTTOM UNDER DECKING FLANGE NAILING 8 (SEE DETAIL WP07) 2 7 SELF -ADHERED FLASHING SELF -ADHERED FSHNG JWP04 EXTERIOR DOOR WITH DIECK IWPO5 SELFINS DE CORNERHING IWPO6 HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST ERIOR 4T. FIN. -DING PAPER ,PE n : 12.0 in cm: 30.5 cm) O WP07 E LATH -DING PAPER F-ADHERED FLASHING )DOW UNIT SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD 3 WP10 SELF-ADHERI SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL t SELF -ADHERED FLASHING PATCH )HERED FLASHING 1 4 5 APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W P ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. M WP11 SLOPE -► 0.3in: 12.0in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL BUILDING PAPER O WP12 FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall Include flashing as described In Section R703.4. A water-reslstive barrier Is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15asphalt felt free fromholes and breaks, complying with ASTM D226 TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 fek or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 min). Where joints occur, felt shall be lapped not less than 6 Inches (152 ram). The fek or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -based Detail Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Refer to the number marked as ® in each detail that corresponds to the Grade D paper. The Individual layers shall be Installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) Intended to drain to the water -resistive numbered items in the list of instructions below: barrier Is directed between the layers. 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of GO -minute Grade D paper and Is separated from the stucco by an intervening, substantially 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Minimum) Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: 6. Fold as shown by arrows 7. Angle of comer 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 tight to corner exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. 8. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings Mechanically fasten as necessary shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the fenestration manufacturer's Instructions, in accordance with the flashing manufacturer's Instructions. Where flashing Instructions or details are not provided, pan flashing shall be installed at the All of exterior window and door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall Incorporate flashing or protection at the head and sides. 1.2. In accordance with the flashing design or method of a reglatered design professional. 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA400. 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, wkh projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof Intersections. 7. At built-in gutters. Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7/16" G.S.B. \ sheathing Keep top edge of weep screed 2" below top of block Vulcum cauk bottom joint only �- Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to ' becaulked using Vulcum caulk for all i IEWED Fors E COMPLIANCE LUCIE COUNTY BOCIC FILE COPY 1/2" Cement Plaster Finish 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor v 51 .& c Hm to Fi m W c0 N rr. rn � m 2 Q aaxc �o� b OOpe�i J J J 'c� V�rry 6 LL LL LL a;mz C'b �) a.?W �m �j N•cN� 4. MH Q Q�NiIt O_ �vEEsry�ry cwow 3 Z 0 Cd E S 9N 0: F- 9ffi III W`m ° ¢ m 0 WB Dz�a` GO LL ?m sags �a6md a 9 ^mS W U � w� WWW.FDSENG.COM ❑ ❑ ❑ L7 M 0 13 V/ z N o z co o 10 /7 Z 1° W a9 J O r n O_ r` V I �s O z o n,tn (9 a W,U y E 4­J 2 E _ o 0 w o c m -11(�+lilt V) as O MNE � �6 = r°n wo c Q mom Qm' A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 11. O w U 0) M / o L ai z 04 N ¢o m Oo 0 m t� Model Name / Number: 2265 Plan Issue Date: Tuesday, February 25, 2020 KA PROJECT NUMBER: 20-1409 Sheet: WP Of: WATER PROOF DETAILS s 5" bath duct to roof cap w/70 cfm fan 5 bath duct to roof cap w/70 cfm fan DBL 25 SH In U H jWN � OWNER'S BEDROOM 8'-0" CLG 170 LANAI 8'-0" CLG (2) 3050 SH 3450 SH 4/�� 25 SH E6 D� OOM 4 x6 we -- 6„ 95 65 10x6 lwcd 10x10 rag 14x8 1 wcd BREAKFAST ' 10'-0" C G 45 Cl. 2868 2-2068= 1Ox6 1wcd 8" 18x18 rang 16 _ R/sH (n" „ 1 1 ra N Lo R/SH = \ 18x18 rag -- g» ,2-zos8 8x4 1wcd 8" 8x4 1wc g" 15 5 / 10x10 rag / 4 FAMILY ROOM 0 611KITCHE v Z BEDROOM 3 1 '-0" CLG 210 10'-0" - 0 ., H R H 14x8 1wcd 75 d .. _ 10x6 1wc 8" 1Ox6 lwcd W5 NBATH 10L' 75 Ito __ M a CLG 'n � N � 10x6 1 wcd 45 �~^ —'- k 6 10x10 rah, 10x10 rag 4" — 14" Z4 8 fbrag N81, z N 8x4 2468 80 GARDEN 5 1 Ox6 1 wcd TUB; BEDROOM 2 5-SIB DROP BOX TO 9'-0" BA 8'-0" CLG 6„ S 8'-0 CLG 6" — 8,. FOYER ' DINING R OM 3'-a' 10'-0 CLG r In N o o m 90 UTILITY 0 m a 1Ox6 1wcd a 3. 8'-0" CLG EBx1wcd0 i LIVING ROOM o wS-9 o of X o� 10 a INVERTED HIP TO 1 H 8x4 � .! - 2 2668 155 12X6 1wcd BET EN WAL S TQ S W.H R/SH 3068 - WITH ELEVATION 286 set (2 - 12" SIDELJ RANSOM ABV, MET. T'HLD TRANS. ABV DBL 26 SH SEE ELEV. 0 4„ dryer duct ENTRY to roof cap BL 25 SH ROOF TRS ABV w/dryer vent box Arne AccEss LOCATE IM 22'z36' MIN 5" bath duct o roof cap 3 CAR GARAGE 8'-0' CLG � _t w/fan-light N 70 cfm - III NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 3.0 TON W/5KW C240V 1P M S12 5 e 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS 18xl3 plen MS12 Transfer ducts/grills sized in compliance platform by S-z with Florida Residential Building Code—M1602.4 bldr „ scale :1/4 „ =1 0 8 X 7 OVERHEAD DOOR 16 x 7 OVERHEAD noon balanced return air. EXCEPTIONS 1-3 FLOOR PLAN Must have a minimum clearance of 4 inches around the air handler per the SCALE: 1/4" = V-0" ELEVATION "A' & State Energy code. All duct has an r=6 insulation-va�ue. "B" 5" bath duct to roof cap w/70 cfm fan i 4ZX42 A/C SLAB z BY BLDR MIN wo U 2' FROM WALL 0 v o� CZS 0 N o 0 O � O V s C m O Cn � Q LLJI Z W 0 REW 2 ~ V) CODE C®MPLIAN@,. 0 ST. LUCIE COUNT = CV ry BOCC () � < Q CV 0 FILE COPS Q � N O O CV C/) ry — CV m LU � z o J _ Q � Q O D Q m n J o n Rating AREA CALCULATIONS 1st FLOOR 2277 S.F. TOTAL LIVING (AC) 2277 S.F. GARAGE 617 S.F. COVERED ENTRY (BASE) 57 S.F. COVERED PATIO/LANAI 156 S.F. TOTAL AREA UNDER ROOF 3137 S.F.