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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGNCRITERIA INDEX OF DRAWINGS R31S.1 CAST IN PLACE CONCRETE CODE CRITERIA _ TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE 0 0 0 PPROVED 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" _ - -- BAITING SYSTEMS, AND PESTICIDES APPLIED TO WO D, PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1 PLUS OR MINUS 10, AND HAVE 2 TO 5% AIR ENTRAINMENTI, 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 BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE LOVER MIN. 3' WHEN EXPOSED TO EARTH OR 11/2" 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 THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL &SHALL MEET ASTM 615, ASTM A70 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) BUILDING CODE ACCESSIBILITY 7TH EDITION (2020 RESIDENTIAL FLORIDA ) NFPA70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTI G SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP 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. 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. - 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) 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 2500 P.S.I. SHALL BE REPLACED WITH 3090 P.S.I. FOR THE CONCRETE STRENGTH. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30.16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL - AAF-20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM G926 AND ASTM C1053, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, STRENGTH OF 2000 PSI if m = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27 3. COARSE GROUT SHALL CONFORM TO ASTM C47640 WITH GRACE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE 14A. A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7,2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). OF 30DO PSI SLUMP 8" T011". CONTINUOUS MASONRY INSPECTIONS 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS050N 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS AISTOP 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACINGS 1.0. DO'NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR(3) 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. ARE REQUIRED DURING CONSTRUCTION. NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ALL BE ABOVE AND BELOW ALL WALL OPENINGS. DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. GROUT SHALL BE FLUSH WITH TOP OF WALL. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 40FT SPAN ' * *TL MAX 3/4" .*. TL MAX 1/2" f► GENERAL ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE N ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD 3ASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. TH E 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 -BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER WATER -RESISTIVE T . 1 ASPHALT FELT R OTHER APPROVEDL INSTALLATION INSTRUCTIONS. HE NO 5 AS 0 MANUFACTURER'S BARRIER 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 ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. ATA 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 I" DIA- SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE. CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT 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.' THE FOLLOWING MIN VALUES U.N.O. 8. ALL ENGINEERING LUMBER TO HAVE E 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. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD OL 0 10 0 10 O 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 N NOTE: LL REDUCTIONS ARE OWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN ' DESCRIBED IN SECTION R703.1. - R703.4 FLASHING. H APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED ROOF DECK: PLYWOOD C-0/C-D, EXTERIOR OR OSB '.. FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, WALL SHEATHING: 7/16" STRUCTURAL I OSS EXPOSURE i OR 15/32" RATED OSB EXPOSURE 1 JOINTS 0 ALLOW FOR EXPANSION. PER R604.3.15SHEATHING SHALL A MINIMUM 1 " SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 T M /8 A � GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: -SHIM OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED 10 S W114D 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 +/- 0.1S NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 151"T, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT e 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) H VALUEDENOTES PRESSURE - VALUE DENOTES SUCTION O ON DIA, GRAM AREA 4 I O (+) 7.5 (+) 27.6 10 O 9.9 (-) 37.0 (+) 6.5 (+) 26.5 20 (-) 8.8 (-) 34.4 s O 50 (+) 4.8 (+) 24.8 O ® 0 7.1 (.) 31.1 I g,,IY Y � 0 W 3.4 (+) 23.4 1.00 (•) 5.7 O 28.8 LkTillj - DIAGRAM GARAGE DOORS* SOFFIT 9,-0. x 7'-O" - 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 1 ''. (-) 27.5 (-) 6.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67.T0 GET ULTIMATE WIND PRESSURES. . 2."a^_E DZ NE N 0 IS ONLY W IN 4 -0 OF ALL EXTERIOR BUILDING CORNERS. / 0 U GCO S * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE 1N 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 S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC "y�dFfi /tr.. r N° * F 0 . P P' 77111 t. -p m 0 f- m v o S a w Bg u�i o�p n F FLEXIBLE FLASHING SHALL DE AF,L1W . I TOP CHORD UL 0 -� P ZO INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT, FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES $_S a n' SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES m a s \ w Y IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION of WATER TO THE BOTTOM CHORD DL 5 (PSF) BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER rm SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN '. #g' Z � � � o � H PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING m W o 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. m A O N m m d C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 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: 9 ` � g a = d Qa MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) ILLQ i; a ? O TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) S ion aa® o cyi APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) 9 $' .a s • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES wwa.ros�ea:caa • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, ( 2 m &, ,. g •WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIREb FOR ERECTION AND FOR THE PERMANENT STRUCTURE: EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ®HAND RAILS (d) 200z oo (PSF) CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) z d • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q -g • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30. (PSF) 0 STAIRS 40 (PSF) _ UPLIFT CONNECTORS FooTNOTEs z N d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG '� (D M - 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR r` TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD -� w d m, f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A `��(13 NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR o w MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. � l_? w a w� FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "r BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING, SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent Of Designer/Engineer listed In the tltleblock of these U t o E ADHESIVE. BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN, documents that these documents be accurate, providing Licensedt ODa 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 t, 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to U I THE EPDXY FILLED HOLE. USER 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 a N o PW m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Englneer are not PRIOR TO APPLYING THE DURING BOND BEAM OUR. EPDXY, ALLOW THE EPDXY TO CUPE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY - responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to A DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4' , PROVIDE (1) 45 VEF T. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) 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 -- Z 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2'A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found 0.146 MASONRY AND (7 10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 11860 LES 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 0 DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE m these plans should kc directed will our Quality FLORIDA30000NTRACTORS LICENSE A CRC133Y O ( () ) Assurance Manger immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL 2 SIMPSON HGAMIO 4 1 4" x 11 2" SOS SCREWS 5 1 4" x 2 1 4" TITENS ONE EACH SIDE OF TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, E EQUIPMENT, FROM MOISTURE, M LD, FUNGUS, FIRE. THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GULFBREEZE PARKWAY O / O / / O / / � for reimbursement by the Designer/Englneer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCT ON, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Englneer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR, 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. Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2NO FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCRE 16d x 2-1/2' NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION.. Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD I OCATIONS. MASTER REVISIONS vcj DATE DESCRIPTION 29 oS REVIEWED FOR ----- AM 3jD!A11 '"�LO HOM,CODE COMPLIANCE iu S ST. LUCIE COUNTY W omm Of Northwest Flofida BOCC > a , / dJL1J� tin o 00 Model Name / Number: 3000 GULFBREEZE PAR " GULFBREEZE, FLORDA 322563 2265 Plan Issue Date: FILE C(�fiY Tuesday, April 27, 2021 yr VI KA PROJECT NUMBER: MODEL 2265 3CFL_- ---- --_- ----- - 21-4472 I ------------ Sheet: Of: 1 COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING 7Qp BOTTOM SPECIES CAP.(W0 BW1 is. (2)16d TOENAILS (2) led TOENAILS SPF. NO UP FT BW2 1B" SP2 W/ (G}Iod SP3 W/ (%lod SIFF 402 STUD, (a)10d PLATE STUD, (4)10d PLATE BW3 18` (2) SP2 IN (671od (2) SPi W/ (6)10d SPF 803 STUD 6 1 d PLATE STUD, 4 10d PLATE BW4 16' (2) led TOENAILS 12)16d TOENAILS SYP NO UPUFT SP2 W/ (6h10d Si W/ S)4Od BW5 16". STUD, 8 TOO PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (a) iod SP1 W/ S6 Jcd SYP 878 16" STUD 10d PLATE STUD 4 1Od PLATE BW7 12" (2) led TOENAILS (2)160 TOENAILS SPF NO UPLIFT SP2 W/ 18}10d BPI W/ (6)-Sod BW8 12" STUD, S)10d PLATE STUD, (4) 10d PLATE SPF 636 (2) SP2 W/ (6)10d SPi W/ (6)-iOd 8W9 12" STUD, (6)YOd PLATE STUD, (4)10d PLATE SPF 107C BW10 12" (2) led TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (6)-1Od SPi W/ (6)-10d $W11 1T STUD, IB 10d PLATE ISTUD, (4) 10d PLATE SYP See, (21 SP2 W/ (6) 10tl SPi Vr/ (01od BW12 12" STUD, 6 10d PLATE STUD. (4)106 PLATE SYP 1170 BW13 NOT USED UBLE 2z TOP PLATE TOP OF WALL lL. SEE PLAN V MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2X HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/Si FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MIPSPAN BLOCKING CONNECTORS Al (2) 12d TOENAILS 4r TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION - PLAN FOR MORE 2x Ii W/ 1/2- ABO32"O.C. W/ 7- INFO EMBEDMENT OR I/2 A.T.R..W/SIMPSONSET W/ ..SW=SHEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN.: REQUIRES MIN ALT.; SIMPSON.1/2"TITEN HD @ 32" O.C. 7/18" OSB FLYNT W/ SAME EMBEDMENT W/81 NAILS AT Woo BRG, WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTE#8 GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. SYP SPF #2 UNO ON PLAN. 2. ALL STRUCTURAL LUMBER TOINSTALLED C S INDICATED 3. CONNECTIONS TO BE INNECTOR SO EACH STUD T 4. SP4, SPB AND BPS CONNECTORS CAN BE SUBSTITUTED IN PUKE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 6. IF si IS INDICATED ON SECOND FLOOR RASE CONNECTION TO IGNORED, SEE WFO6/S310R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST ROOK CONNECTIONS. (NOTE: THIS M FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/1.5" OSS PLYWOOD W/ Bid NAILS AT 4' O.C. IN FIELD AND EDGE TO (S) SIDE OF WALL T. ALL 2z EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE BW1. SW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPi THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRETHE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2pRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. SOd= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFr(Lb) C1 (3)2 x4#2 SPF (4)-i6d TOENAILS 0 DTT2Z W/ 1/2' WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 11/2- 2145 SDSSCREWS Q (3)2 x4 SYP #1 -OR - (4)-led TOENAILS 0 DTi2Z W/ 1/2' WEDGE 2145 FE (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4" X 11/2" SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/6' ATR** "� _ 2206 SYP POST &(12)-16d NAILS 6x 6P.T.#2 ABU66 W/51 ATR** G-12000 CB SYP POST &(12)-led NAILS U-2300 8x 8P.T.#2 ABUSBW/ (2)- 51 ATR*" G=24335 C7 SYP POST &(18)-led NAILS U=2320 CB 3.5 x 3.5 P.L. 1.8E F15=24DO PSI HDUSSD82.5 W/ (14) 1/4' x 21/2' SDS WS & Si EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** -]3.5 x 5.25 11 HDU5SDS2.5 W/ 414)1/4" x Foe 1.8E Ft 2400 PSI 21/1 SDS WS & 6/8' EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** 3.5 X 7 P,L HDU&SDS2.5 W/ (20) 1/4" x C10 1.8E Fb2400 PSI 21/2" SOS WS & 7/9" EPDXY 6970 (2LxANIZED IF EXT.I ANCHOR, OR ATR **W525PL C11 1.8E Po-2400 PSI - 20)1/4• x55MHDUSD 21/2' SDS WS & 7/1 EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HOU&51352.5 W/ (20) 1./1 x C32 181E Fb-2400 PSI 21/2" SDS WS & 718" EPDXY 7870 WOLMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE BOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #i OR SPF #2 UNO ON PLAN.. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT; 5' EMBEDMENT FOR 1/2" ATR 8" EMBEDMENT FOR 51 ATR 6" EMBEDMENT FOR 7/8" ATR 5. IF [C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL VIA. / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIA:LENSTH NAIL SPACING Sd 0.131' X 2 W 0.131-X 2'A- SEE. PLAN RING SHEATHING. SHANK ON ROOF ROOF & WALLS lOd OR 12d 0.148" X 3" 0.131- X 3- SEE PLAN BLOCKING & TOE 0.148" X 311 0.131' X 3 -A' NAILS & TOP PLATE 12d OA4S" X 3 W 0131' X 3 i a" 0 CJrOMMON) STUD WALL 6 O.C. GUN NAIL CORNERS. 10d 0.148'X3". 0.131'X3 6'O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.182" x 3 "h" 0,131' X 3'A" (2) ISO(COMMON) SEE PLAN (3)16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS 12)-2 x 6 #2 SYP W/ 7/16" CONNECTION; PROVIDE (2) M1 OSB FLTCH PLATE. NAIL SIMPSON LSTAi6 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS O 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) BM 01 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2I SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING (2) ROW50F 12tl NAILS 0 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) N13 DSB FLITCH PLATE, NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS O 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) • 1 3/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2.01E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' x 31/2° SOS WOOD OR (2) SIMPSON OR (21 SIMPSON HETA16 TO CMU SCREWS 016" O.C, TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE. {2)-13/4" x 117/8" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING 12) ROWS SIMPSON LSTA24 OR (2) SIMPSON H T520 TO WOOD POST 1/4" x 3 1 SDS WOOD SCREWS &� 16' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4' x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS O 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN. CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS Ht (2)"2X6#2SYP SEE GENERAL HEADER NOTE#5 WJ 112" FLITCH PLATE THIS SHEET SYP FLITCH SEE HEADER NOTE #5 H2 1 PLATE W/ 12 THIS SHEE#2 T H3 (2) -2X10 #2 SYP SEE GENERAL HEADER NOTE #5 WJ Ire FLITCH PLATE THIS SHEET O(2)-2X12#2SYP SEE GENERAL HEADER NOTE#5 W/ 1/2" FLITCH PLATE THIS SHEET (3) - 13111 X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X 3 12' H6 LVL 2.oE Fb=2600 PSI SDS WD SCREWS D 16' O.C, TYP. EACH SIDE _HB.. (2) - 1314- X 9 114 ATTACH TOGETHER WI(3) ROWS IM' X 3112 LVL 2.OEFb=2600PSI SDSWDSCREWS 016'O,C,TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REG, AT OPENINGS OPENING 2X4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0'-3'-71" (1) (2) (1) ':.. (2) 4'-0" - 9,-0" (2) (3) (2) (2) 10 0" 76' 0' (3) (4) (a) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 15t FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW. INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.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. 0 N N M 59'S" 23'-4" 14'-0" 7'st^ 12•_O„ 11' .1'-4" .. 10'_8„ 3,$" 10..4,. 25 SH m 5-SH aD / `� 8'-0" CLG ° °p. 1 DRO BOX TO 9'-0" - - v ry � � 6" WALL S 5 CLG 3.9. 3,$" ! = FOYER W31 DINING ROOM N ?. 10'-0. CLG " C2 " I I C5 A :H 10'-0" CLG rn I - ter'10 Ir I ti , I AT10'-0 I, N o m O _ I HANS N BOX 3" X 10" x' ' O µOpr1 �y UTILITY r r -i -I I� 0 36 AFF CORNER :9 i ' O ' F 8'-0" CLG Ij ' I PROJECTIONS i m =SHOWER 1¢ a I 0 ALL LOC'S ' 39 c - - _ - �a° X DR RVENT SHOWN ; Ss H4 ❑a o, l LIVING ROOM o , , a N I O I I INVERTED HIP TO 10' Of U) 2.2668 x m �. 0 1 MAX GT 35' 1❑ N R DOOR NIT I 1 M \ - 4 VERIFY WINDOW TYPE EIIEEN DUALS ~ I \ N N R/SH L L�_' a WITH ELEVATION 3068 \ 1- ". - - -- - -- 2858. iv EGRESS ' (2) - 12" SIDELITES I \ Ik TRANSOM ABV. Hi DEL 26 SH III MET. T'HLD ' \ MS03 BW3 (1) SIMPSON HTT4 O M503 ©TRANS. ABV \ S1 C2 REQUIRED BETWEEN © III I \ S•1 SEE ELEV. 1 OPENINGS w , 14'.2„ 5'-5" 9'-1" 4'-6" 6'-2" ENTRY 8.3 \ 10'0" T.O.M. ROOF TRS ABV III10' CEILING 11 14 DBL 25 SH BM3 Ci 111 S-3 O I -___--_-- F- ATTIC ACCESS o III .I 10'-4- 4'.0" ,� ip ' LOCATEINFIELD ' a0 nl ( 22'x36' MIN III II BM3. W CEILING y ^ 2" TOP OF OL. TYP. BEAM AT 36" H DECOR. III 10 0" HAND RAIL 3 CAR GARAGE 00 a [No TE: r V S'-0" CLG a 0 12"X12" COLS SIT i\ c`Iy `V N 2" IN BOTH SIDES CD23 5 C[Y13 ------------- -- S2 TYE.(eT . S-2 DBL 25 SH 16" PRECAST AB VE - .T - - EGRESS' i0 --a -- - - - - --- - - --- --- 11'3" 2'-10" ZN N / A.B. x d FIBERGLASS BW1 ATTACHMENT v' HOSE NB /SHOWER "4,x 'J.66$ - uNn in LANAI H1 I BIBB n 8'-0" CLG 00 BEDR M 4� BATH 2 H1. B 4 6"M 2-8 2 4" 3'-10" 10'A" IAIK Roo `oo 8'-o°cLG �:•�. "'-� 34505H 5 G 8'-Op' CLG - i 8'-0" CLG D ' T A' ?sso cp H4 B 1 X W/ A.B. iv q �A Sy N (2)3050 SH ATTACHMENT " H2 2868 Seri m 102 m KFAST Hi DA Bw3 10'-0" CLG , S01 2-2068 "88 2868 1 wFUR I W N - - - 8' CLG Z LINE ice. I N R/SH ' J 36" FLAT BAR 00 ' TOP ON 34W'00 co J R/SH ' WALL ' LL 2'b" 3'4" 3'- LO' 2'41" 18 9„ N 13'-10 i 2-2068 . �, - 2668 _ - - "___- --_--- H R/SH qr N - R-/SH WWIC - I W0ID 0' S-2 12%11" FAMILY ROOo <BEDR OM KITCHEN 10'-GCLG N 10'-0" CLG inR SH RSH 8'-0" CLG' I J ' I 9 IG.T. I' BATH 2'-2" [� x iq 8'-0" CLG � - _ - - ow 4/OIOP-G..- `i 'A N d N.O AN 8'-0" CLG I 'I DROP'I , .CLG 7'-2"2468 R/A�LL 2455 2868 0 t - 10" COL ilt BEDR M 2 o ---------------- 3X5 O , F.G. SHWR ----------------------------------------------- " 7,_0" " EN RY 12,_10„ I I , D ' SEE DIET. M803 ON SHEET S-1 ' ' 1 ATTACHED TO CMU W/ (1) JACK CRAFTSMAN ELEVATION NOTE: MS12 S2 t S2MS12 I , W/ (2) ROWS 12d NAILS STAGGER 8" O.C. D AT ALL FRONT ENTRY COLUMN LOCATIONS USE THE FOLLOWING: 8 X 7 OVERHEAD DOOR I J= ALT. BASE CONNECTION TO 1­1174 (1) SIMPSON DSP EA SIDE Q ENT ONLY PROVIDE IV- SQUARE BRICK WRAPp NG POSTAS REQUIRED SEE ELEVATION FOR BASE HEIGHT 16 X 7 OVERHEAD DOOR i ' ALIGN BEAMS WITH POSTS 8,-0" 4" 18,8, 10'-0" 59'S" FLOOR PLAN SCALE: 1/4" = 1 0" ELEVATIONS "C" & "CFI" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE IS q +27.6 / •29.9 © +27.6 / -37.0 +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 ) +24.8 / -31.1 AC) +24 3 / 27 5 O +23. 3 / 26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL ,"0 TOR/, 'r.. e`e C\ O ` ' F. ix LU GENERAL NOTES P 1. R302.5.1 Door from garage Into house must be a ,o0 9 ••F O r'<h minimum 13/S" solid wood door, solid or honsycomboore steel door, or 20 Minute fire rated door. pp 1 fill'Tt� 2. Bathroom exhaust fans must vent to the exterlor of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through v the soffit if solid soffit Is Installed 5'-0" on each side of dyi the venting. F. 3. R302.6 The garage shall be separated from the residence and It's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12,7mm) gypsum board applied to the garage alde. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or. equivalent. Where the separation is a floor -ceiling assembly, the r o o structure supporting the separation shall also g s B n. protected by not less than 1/2 Inch (12.7mm) g s w wg M w gypsum board or equivalent. A g „ In O � �mxRm rn 4. R312.2.1 Window sills In dwelling units, where the s s a p d top of the all] of an operable window opening Is located � �.� i B:g�88� a less than 24 inches above the finished floor and greater 'Elm m .R m e a • than 72 Inches above the ffnlshed grade or other surface R LL = a w N below on the exterior of the building, the operable Window N shall complywith one of the following [3 listed methods]. fs ` 2 _ w aS - o: g � 3 qq � -ski,. o 5. R308.4.2 All windows within 2'-0" of doors and In € E n B m2 m & o rill. Shower or tub areas will be safety tempered glass. a Z N a g LL 6. Calling for exterior entries and covered porches to 13 have 7/16% span rated OSS nailed per zone on W roof diagram nailing schedule or 5/8" CDX www.wsava.cGly ❑ ❑ ❑ 1X T&G acceptable for substitutlon. 7. EC: R402.2.4 Access doors from conditioned spaces to Z ,� unconditioned spaces (e.g., attics and craw[ spaces)QU `lD shell be weatherstripped and insulated to a level Z $ g equivalent to the insulation on the surrounding '` Q Q) surfaces. ;„ ,; 8. M1502.4.5 Duct length o-e The maximum allowable exhaust duct length shall be Z N I!F rJl determined by one of the methods specified In sections Ln VI m llle� M1502.4.5.1 through M1502.4.5.3 �, d 8--r w 9. Callings for exterior entries and covered porches to be � � m 'r�M 7/2.6" OSB on underside of roof trusses shall be � U 0 attached to all framing members with 2x blocking ,>0 w 2 i. provided at perimeter. The OSB shall be attached w/ 8d V) c ai nails at 6" O.C. field and 4^ O.C. at edges or 7d screw IL Ir IiiiI m shank 3" O.C. field and 4" edges. Vinyl Ceiling to be V _ attaches to OSB per manufacturer specifications - w NO o L,.. 00 pNppp 7_s d� Q N 0bA !' DAMS H MUS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 4 oV I Job Information: COD,, ST. LUCIE C: OUN I c x-I O � Lh d FILE COr 11 LUa_ 3 E ` i-�(-)C0 a ® _3 L/NJ u �/� M O LL Mr J J 00 0011 ® Model Name / Number: 2265 AREA CALCULATIONS 71 Plan Issue Date: Tuesday, April 27, 2021 let FLOOR 2277 S.F. V KA PROJECT NUMBER: 21-4472 TOTAL LIVING (AC) 2277 S.F. GARAGE 617 S.F. COVERED ENTRY (BASE) 176 S.F. COVERED PATIO/LANAI 186 S.F. Sheet: ^ L OU FLOOR PLAN TOTAL AREA UNDER ROOF 3266S.F. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM�r32A DETAIL FOR MONO. OPTION. REINF.. OPTIONAL CURB FOR F F VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0"— i W/ (1) - #5 BAR CONT. N •� W(2)#5REBAR 2STORY: 20" X20" REINF. W 3 -#5CONT.16"(2) #5 SEEPLAN REBAR ' BEARING FM01 SINGLE STORY FTG 112"=r-D" FM02 I SECTION @GARAGE 1/2"=r-0" R INF.. S E PLAN F.F. 4#5 REBAR CONT. FM03 THICKENED EDGE 1/2"=1'.O" ro" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. e0 IF GREATER THAN 24" CONTACT FOR OR 2BRG. WALL *e P , pj• E 4 REFERENCE FMASW FOR STEM WALL OPTION (SS EE FLOOR PLAN FOR �`� Q•: \�� v� MORE INFORMATION) Q • v. $6A PROVIDE 13" WIDE No rl , (>» 3 RECESS AT GARAGE FRONT WALL DOOR. EXTEND 6" BEYOND OF GARAGE * O O F.O.M. EACH END, TYP. GAR. AN. FLR. % * l UJ= » r eyyi9 F L 0 4" 16" 4" Ss r ALIGN DRIVE W/ BOTTOM OF (2) #5 REBAR �TTTII ILA.T� m RECESS & PITCH DRIVE N 2 STORY: 20" X 20" v 4" GONG. DRIVE W/ 1/2" W/ 3 _#5 ODNT. 2 STORY: 20' X 20 d JOINTS 10" O.C. TYP. 16 (2) 05 REBAR W/ 31 - #5 CONL. FMO9 I SECTION @'GAR. DOOR 1/2 =V-o" FM10 INTERIOR BRG WALL 1/2"=1'-O" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN ' W 3 • #5 CON . FOR MORE INFORMATION) n l co a g ag F to OD r d d EEPLAN •,._,�.g.�, mN� w w S w Q�. w y w•• g S F 0—�.�r5' � O 3r8 O ? m g 3 4" 16" 4" 2 #5 REBAR g s III N A o IL Z� FM11 STEP DOWN BRG. 1/2°=ro" 0 5n �c°1• W V J V) SEE PLANVAVx.wsENe.)ON ❑ ❑ ❑ OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" �'q NP 3EC do- Z ELEV. BAR WITH CURB w (1) #5 BAR CONT. S. (G.C. VERIFY) � z N `� �z z few F.F. REINF. • (SEE PLAN) y 2 #5 CONT. a C INSTALL LINING ` * T--�;'+ ' • 2 #5 BENT BARS W/ MATERIALS PER - y y MIN.25" LAP SPLICE z n FBC-R P2709.2 LA �_ m MUDDED FLR. 16"' 4 JJ W MIN. P SLOPED TO DRAIN —2 #5 CONT. L U — L/) w i FM14 SECTION @RECESS SHOWER 1/2"=r-a' FM18 TYP. STEP FTG. DETAIL 1/2 =r-o" V) ru ALTERNATE: 0 N E REINF w � $ � THE REINF. BARS SHALL BE GRADE SEE PLAN �. °'0 #5 CONT REINF. CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH QUA�YFOR .MIN. BAR LAP OF 25" ao ¢ w d m m #5 X 25" X 25" CORNER BAR ONE cp`I -y FOR FA. HORIZ. ® DAM S:.HGIYM ,Sr REBAR, TYP. U.N.O. '.•: , III 151 (2)#5 REBAR A 16" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE 2 ST'1,. GULFBREEZE, FLORIDA 32563 THRU.FOOTING REVNr ` C DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/z =r-0 FM23 TYP. FND PENET. �E (d"io' PORT ST. LUCIE STEMWALL SCHEDULE 130C : 7 I Job Information: FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. KC. SPACING (D.C.) HEIGHT (h) d 1 STOR d 1 STORY b 1 STORY b 2 STORY IN STEM WALL pa° O'-0'4'-0" 81, 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-O"-3'4" 10" 10" 20" 24" W/ (3) #5 BARS 6744 5'4" >3-4"-4'-0" 12" 12" 32" 32" W/(4)#5 BARS 845# 4'-0" >4'-O 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'$" & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FIL.' FOR F.C. SPACING ABO Lij V SLAB LEVEL m m NOTES: 1. VERTICAL REINF, IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL ¢ m INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM o_ u� SPACING STATED IN SCHEDULE ® BE W� M p SEE CHART.0 ) V-MAX. F.C. .M. SPACING (O2. W.WIS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND J m (I '^ c J Ap ,� WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND W.W.M. TO BE TIED TO #5 ERT. F.C. ABV. R1N. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO CONT. REBAR PER PLAN SPACING TIE INTO VERTICAL BAR. AND EXTEND OUT MIN. 4'-0" INTO SLAB/ STEM . Model Name /Number: (1) #5 HORIZ. CONT- TIED TO EA. VERTICAL REINF. BAR E NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR @ STEM #9 CONSTRUCTION FOR MORE INFORMATION 2265 WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'.0' " �� " FILLING IS TAKING PLACE (1) #5 HORIZ. CONT. TIED Plan Issue Date: EA. VERTICAL REINF. ,I . `• „ ,18" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" RN GRADE 8" MIN. + y .c. D.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'.0" Tuesday, April 27, 2021 TO TOP OF - 0 , �' ,- „ - le" h • TALL (TYPICAL ALL CORNERS) . KA PROJECT NUMBER: STRIP FTG. k �:, a.c. 6.IF STEMWALL IS WITH IN 5'.0" OF POOL OR WATER FEATURE FOUNDATIONS COMPACTED 7, ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. /� /� CLEAN FILL s s s• IN MAX 12" LIFTS 8. R403.1.4 MINIMUM DF,RTI(• EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS 21-4472 STRIP rm W/ QTYOF "MIN. COVER a -SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. Sheet: Of. REINF. PER SCHEDULE h WHERE APPLICABLE, TH€ DEPTH OF FOOTINGS SHALL ALSO CONFORM TO 0 a srowM SECTIONS R403A.4.1 THROUGH R403.1.4.2. ■ m 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE I NTS FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES ° 3 WATTS PER SQUARE FOOT OF LIVING - (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) --- S.F. LIVING = 2.277 x 3 INSTALL FAN 6,831 BOX PREWIRE INSTALL FAN APPLIANCE CIRCUITS INSTALL FAN �' BOX PREWIRE RANGE 8500 BOX PREWIRE�a / - OVEN NONE I / WP MICRO / HOOD 1000 \ \ ^ f \ GFI WATER HEATER 4500 INSTALL FAN WHIRL POOL 1250 / rT� I� BOX PREWIRE WASHER 1500 \ 1 - \ - 'FT DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1100 WATTS EACH 400 GEN LJGHT'G & RECEPT. + APP. CIR. = 35,381 - - - - - SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 25,381 HVAC CIRCUITS - - - - - - - cM , A/C ( AIR HANDLER & COMP.) 10,000 GFl / \ A/C (AUXWARY HEAT STRIP) 10,000 B= 20,000 - - - - - - - - - -, , I \ I CIRCUIT CALCULATIONS R \ FlRSTIO,000AMPS®100°h=10,000 IfDISP.`.`i. /- \ I ----_, .,, i -10152 + 40% OF A (.40 x 25,381) —�' -- I + 100% OF "B" = (20,000) = 20,00 TOTAL WATTAGE = 40,152 FOR HOOD (Iy WATTS DIVIDED BY 240 = AMPS i INSTALL FAN �/ , Gl 1 ----- CALCULATED SERVICE AMPS = 167 BOX PREWIRE h.I GF1', O ' kFOR D/W n ATTIC ELECTRIC - - - - - - - - r_n . , .. rFl IF R6n'D RY CODF i FI 'aFl c-DP,Q_� , w FAN, A. I ° u PHEW? / I bR v - - = - I, I , INSTALL FAN VERIFY COMP. BOX PREWIRE LOCATION W/ . 220 \ , BUILDER i \ GFI GFI '�' I r G&h II , -14 L INSTALL FAN BOX PREWIRE - ----------_-- 2?J W.H. I 2hi011? i i , \ \ L IJ "�D _- P P \ GFI II, a 42" III WP \ \ I, GFI \ III, \ _ 11 11 .NOTE: LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE . -- ' III DOOR IS PROVIDED A DISCONNECT SHALL ATTIC ELECTRIC' / / ' III w o BE ADDED AT METER LOCATION. I� REQ'D BY QODF� iO - �-------L--, /� ' � GM III in < / ' 042" , III lu II, J GFI GFI (hF - -- / COACH LTS. FOR GARAGE % FOR ELEV. , FOR GARAGE DOOR OPENER "C" ONLY DOOR OPENER -- - ' ' ' ` � COACH LIGHTS ON OR ' / / WALL BEHIND WHEN CRAFTSMAN ELEV HOSE ' C 42" BIBS NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION COACH LIGHT FOR TRIM.. COACH LIGHT _ _ — - _ - COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 35" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2"AFF 2. ALL TRIM PLATES& DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1AND LISTED IN ACCORDANCE WITH UL 22.7. 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS)COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NARA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES 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 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 50. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12, BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14, ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON 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 THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH Q CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH V V $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE ° CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT ' DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET OO - DOOR BELL ® SPECIAL SERVICES OUTLET Do P DISPOSAL TV❑ T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF - RECESSED LIGHTING O THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND. 200 AMP SERVICE ' 7TERERGROUN SERVICE BY POWER COMPANY INTERSYSTEM BONDING TERMINATION MAIN DISCONNECT 200 AMP TYP ELECTRICAL PANEL to I'R IN ONDUIT B®Cc # 14 COPPER TO LIGHTS AND OUTLETS # 12 COPPER TO APPLIANCES AND GFI # 10 COPPER TO WATER HEATER # a COPPER TO RANGE # B TO HVAC GROUNDING WIRE WITH CODE APPROVECI 111PaE�t) 6) APPROVED GROUNDING ROD W MIN. 8877��1�����H ��!! 6) BONDED TO CONTINUOUS FOOTING S EL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. W 2Q m US a a cd B sOn m ��rF 6. m RA �m- 1 LL' 0 .6t fig' Ix Z�wa m O tll �iBO --iOD � O G.2 , Z o = o � J N Z n " z o `t 's zcli " m 0 N 4-J W 0 w c Ln c h E x_ µ� 5 m �I■ 0 DAM momms FLORIDA CONTRACTORS LICENSE NO. CRC1330140 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE _ Job Information: N Ljj O = E2 L) 0) m m LO ajii N I— �2- O N a OJWZD m 00 o m W W T Model Name / Number: 2265 Plan Issue Date: Tuesday, April 27, 2021 KA PROJECT NUMBER: 21-4472 Sheet: 4 Of: ELECTRICAL PLAN TOP OF BLOCK_ W'DOI V HEP 0 aD � flN. TOP OF BLOCK W'DO HEAD HGT 4 z FIN. FLR. DBL 25 SH 48- OFF RD E VENT DBL 3050 SH EMEME q9"qY NIUNE VLNr UTE 48'OFF RIDGE VEM gg"OFF 0 TOP OF BLOC 2'pLW qA kO HOT 0 p YJ io FlN. FLR. RIGHT ELEVATION "CR" SCALE: 3/16" -0.'-O" 12 6 TOP OF BLOC W'DOW H D HGT Q Z 2650 SH 3450 SH LITE TEXTUREDCEMENTMOUS COATING 25 SH FIN. FLR. MEMEME 2868 REAR ELEVATION SCALE: 1/4" =1'-O" r EMM . � IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII . IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII C IIIII IIIII IIIII IIE VIIII 11111111111 IIIII IIIII Illli VIIII I I I I I nnnernnnNINE 11111111nnr 16 X 7 OVERHEAD DOOR 8 X7 OVERHEAD DOOR I DBL 26 SH 16"TRANSOM VENTILATION CALCULATION Formula = SF / 300 / 2 A 144 = net sq inches of venting needed equally for Intake and exhaust Soff it product provides 4.12 net sq in/sf Ridge. vent 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) 3256 s.f. Total needed for exhaust for upper 1/3 781 net sq inches Total needed for intake (soffit area, lower) 781 net sq inches Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be used in combo with ORV) 43 Lineal Feet of Soffit needed to meet required 142 LinealSF. provided by plan - _ --_- -,- 211 LEFT ELEVATION TR11 SCALE: 3/16" =1'-0 12 6 o�t'�f�icW'ii�LL�rv�`► a ITE TEXTURED DECORATIVE CEMENTITIOUS COATING BRG CO ENTRY _ - _-;_ H-E c T.O _W'DOW HEAD HGT 4 bo zo _FINISH FLOOR 3068 l OR WITH 121, `-72" HIGH COL DBL 25 SH 4'10".COLON 12" SID LITES& ON 28". HIGH ;18" HIGH BASE. 63' X 1 " TRANSOM BASE (2) FIXED G ABV FRONT ELEVATION 110". SCALE: 1/4" =1' O" A $§gig W UD1F_0 Qg ��teEL .r l EL F. (f rv�o i Ci I Aa. 0 B. c S. 2 W o� iym9s 9Lfn to a 5 3 3Sigz� ¢"� 3 O x tL 2 a O r a g WWW.FDSENO.CDM ❑ ❑ ❑ (D cv�?�� Z O Z8 ppJJ Z �I o_ I �f — N Z cri M o � I aW U ENE w - 00 00 po M 4"dm Qyw ® DAM HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE_ VI Job Information: INEEEEEM c � O 117 LLJ y CJ Y 4i a CO 3 E E I-000 FL OJLLJ CIDi J m (n (n Model Name / Number: 2265 'VPlan Issue Date: Tuesday, April 27, 2021 ® KA PROJECT NUMBER: 21-4472 Sheet: 5 Of: ELEVATION - CR 20'-0" MAX Xv BRACE SEE G.C. TO PROVIDE DETAIL TB01 BLOCKING TO COMPLY W/ APA RECOMENDATIONS _ FOR SPAN RATING OF _ SHEATHING SEE"HIP/RIDGE BLOCKING" DETAIL W rTHICKNESS D SPEEDS � 160MPH E SPAN RATED 32/16 AY BE USED (32/16 RATING. THE SHEATHINI 20'-0" MAX S 15/32".) IF 15/32" IS THE ALTERNATE BLOCKII EQ. Q CONTINUOUS BOTTOM CHORD' a BRACING 2 X 4 MIN. SEE DETAILTBO4- - - _ 4 e000 `I' a F z w W a d BOTTOM CHORD GABLE END BRACING C4 OP CHORD 2X4 42 SYP 4'-0"O•C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: NSFOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN I NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WINE) SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >2D TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SO FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r* IP -49.95 -6S.93 .68.93 -68,93 H 10 -79.64 102.64 GABLE -49.95 49.95 -79.64 -79.64 O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILED r ZONE 1: ASTM F1667 RSRS-03.(10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD T ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O:C IN FIELD ROOF SHEATHING: 1Q 1O SHINGLE: 123i"EXP. 1 ('20 r TII ,- 123,' EXP. 1 (M20) NOTE: 1. PER CODE ASTM F1667 RSRS-01:REFERENCE TO Sd (2 3e' x 0.113") NAILS r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN Jla2", SHEATHING SHALL BE FASTENED �04 � WITH ASTM F1667 RSRS-0310d (21/i' x O.131") NAILS OR ASTM F1667 RSRS-04 (3' x .120") NAILS a=oft 3- GABLES- DROP GABLE END 8, (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE, WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM le SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y. O NAIL AT BASE ROWS @ 4" O-C. w/ 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS g)4"O-C.w/Bd COMMON NAIL. © NAIL OPENING PERIMETER W(2)ROWS @4'O.C. w/8d COMMON NAIL. O NAIL INTERIOR AT6"O.C. w/ad COMMON NAIL O STAGGER ALL VERTICAL JOINTS &NAIL@AV' O.C. w/ 8d COMMON NAIL. OPLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/8d COMMON NAILS @4"O.C.(2) ROWS@ TOP &BOTT. © (2)ad NAILS a3"DO. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. EXPOSUREI SHEATHING. WE PROVIDE BLOCKING REQUIRED PERSECTION X-X IF NOT-_ 4111=AS ---_ .M___= FULL HEIGHT SHEET © FLOOR SYSTEM NOTE; ad NAILS FOR WALL SHEATHING MUST BE MIN .131"X 21/2'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN L4" (2} 2, TOP PLATE BEYOND 15132.088 EXPOSURE f/ SHEATHING _ ____-_ _ i _-_I' __Ii___ 1 II F II 11 II I SOUD2XBLOCKING r O II II II 11 II I @ALL SHEATHING 111 III III I I II II II I I11 I II I EDGES m (SEE BECTION3WO III C 11I IIII II D I �OPENING ii iI 111 I''I x IL I II II n. i�� w III I11 X 11---II-- III I 111 III 1 II II 1 II II 11 1 2zSTUOS BEYOND. I W19i .-T•r----1T-r IHI 111 II 11 IIII I I I II III 1 II II I II 11 II SEE PLAN x -' I o IIII IIII 1 I II IIII 11 IIII II H II 1 IIII I I I I 11 IIII II II it z I �]- 111' I l 11 IIII II II. II I IIII IIIIII I I 11 I �1-i III II II 11 III II ❑ II 1 I ALL SHEATHING F_ 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM " - NAIL 3W W (iT i N W D J LL000lTL 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ MW FLITCH PLATE. TO W/(2)12d TOENAILSEA END. NAILFUTCH 318" "5 - PLATE TO VERTICAL W/(4)ad SPACING NAILS 3/4" i2' 1/2" STAGGERED NAILS @ 3° O.C. .STAGGERED T S 2' VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X CONNECTOR SCHEDULE BEARING TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES TRUSS "ID" POINT UPLIFT "ID" UPLIFT DESIGN - CI-CSV, E3-E22, L -2533# OR LESS HETA16 1810# (9)10d x 11/2- R2-Ri, I x 11/2"/2 A01 - A04 L, R & M -746# OR LESS HETA16/MTS12/HETA16 1810# /1000# /1810# 0d x 11/2" 14)10 (18)10d x 11/2" B09 - pt3 L & R -939# OR LESS HETA16/HETA16 2500# /2500# 18 10d x 11/2" BO'1 L& R 2083# OR LESS 2 HETA16 / (2)HETA16 O 1810# /1810# (9)10d x 1 1/2" 9 10d x 11/2" Dos - Dls L / R 650# OR LESS HETA16/H10A 1810# /1340# (9)10d x 11/2" _ 1810d x 11/2" CxOT-Csls L & R. -1395# OR LESS HETA16/HETA16 1810# /1810# (9)10d x 11/2" 9 10d x 11/2" __,.. ...._. 10dx11 2" BBD21B21 L / R / M LESS HETA16/MTS12/HETA16 1810# /1000#/ 1810# g4 10d x 11/2"' -781# OR x 1 1 D DOT L & R -1705# OR LESS HETA16/(2)HTS20 1810# /2900# 4 d x /2" 24A.0 (18)10d x 11/2.1 M - M3 L & R 319# OR LESS H10A/H10A 1340# /1340# 1810d x 1 1 2" CONNECTOR PER (18)10d x 11/2" P51 - P53 -197# OR LESS TRUSS MANUFACTURER 18 10d x 11 2" COLUMN C2 D07 JOINTIO -1656# OR LESS DTT2Z 2145# 1/2" WA' SDS SCREWS (8) 1/4"x 11/2' (9)IOd x 11/2" H05, H01 L & R -723# OR LESS HETA16/MECH 1810# MECH. - MANUFACTURER DATE OF LAYOUT DATE OF TRUSS CUT SHEETS LNOTEPROBUILD FEB. 4, 2013 :L=LEFT, R=RIGHT & M=MIDDLE BEARINGS. BEARING ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS. AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE E CONNECTOR 6 FASTENERS SPB SYP CONNECTOR&FASTENERS �F SYP ER)IETAIBW(%IDOvi ivY'OR HTA18W(1%10dx 112'OR1870 NRY FETA20W IOdx 112. 1810 HTA20WD%10dX11?RN 535 IN RTTAW(10)80NN1wE MEDH25Aw1(10)86NNLS TO H10Aw/I18)IOdxl i?Iola 1040 RT16AW(1J)1Wx112 ME H1042 k@F�E W(IA)iWx11lTAT 2 PLY TRU68ES 93D 1080 1B-2 W(161 ad x I lir AT 2 PLY TRUSSES E TO MTa12.R14)l0dx112'IATEXTERIOR eeQ M1W12 W1t4)10d vl t?(AT EXTERIOP ME LOCATIONINCLUDE INTOENAIL) ire0 LOCATION INCLUDEII) 1BJ TOENAILS)ETO M vd(22)10dMWA406dr ATA.WIT 33,0 MUOTiO W(20110tl NAISANO6RY'AT.R.W NRY EMBEDMENTW SIMPSON'SET EPDXY 1T EMBEOdE'TWaIMP60N-am EPDXY E TO Hi620WDM)10dx112'lATEXTERIOR HTYROWW)Iwxl1/T(ATEXTERIOR ME LO TMMI.I.OE 12d TOENALS 11Y& 1310 LOCO ON INCWOE 3)12tlTOENAEB FRAME TO (2)HT320 W14MIOdx1 VT'IAT EXTERIOR (2) HTW10 ivA4E)101 x11?(AT EXTERIOR 2001 FRAME LOCATION MCWDE (8)120TOENAIL9 2250 2620 LOCATION INCWDE (B)I2U TOENALS IFA) HGT-2w/(/6)lW NAIWAM)(2) 5W A.T.R. .1 W(IO)IN NAWAND(>)W A.T.R. G O FRAME iO WITEMBEOMENTWSIMPSON'Sm 10990 w'1Y'EMNEIXAENTwISIMPBON"SET MASONRY EPoXf(HGT.3F0R3-PLY) EPDXYDMGT3FOR B-PLY) TO FGTAW(18)1/4•xa'SCS WOW SCREWS 940D 4]25 RFUSvd (2)W69WOOD8CREWSAND J100 OFRAME MASONRY ANM(2)112' v W TTTEN HD ANCHOR BOLTS (4)WVxa-WEWE4HOLT LGT2 W(10) 1 W SINKERS ©(1) 1 FRAME TO AM W) "x 2-IM-THEN 2 17M 2030 MASONRY 8 N MB MAMETO (9) LGT2 w1(32)'.M SINNERS A(14) IN°x 21M" THEN R PLY TRU88) 9500M 4080# (2) LUOT2 W(32) IN SINKERS a(10) IWxS'V/LTX368OLT(2T'LYTRV89) 31MM 3100-M ©2 MASONRY FRAME WRBI1m SINNERS FOR FRAME (EA) 9240E Vfl F OR(82)tM MNKFRS FOR FRAME(FA) Ag00.F 4820E FRAMETO (2)WT3W�4)lW.XWSSCREN9 4]30M B6]DM IRI LUGT3WR4jlWx21XWa2$ SCREWS &H)se x4'WB(2PLYTRUSS) NW-M 7060-M ©3 MASONRY/ FRAME Bl6 WTx5'T EN (2 RV RU56) Ow (a2116d 9NKPA3 FOR FRAME (EA) 8010E BBODF DR(06110d 91NKERSFOPFRAME(EA) 5480* 7710.F aaAMTO HU4100PTHUC41OwlIB)INS(10110tl 1002600 1 KD4IU OPT HD11MF w/12%lad A(10)IM M30BJ OMASONRY/ x23M' TTTEN(TOMAS.) - - D2)1l4"x 23/4'TAPC U#1090 RPAMfi OR O211MalaI1M (FOR FRAMEI R(12) alnAF 9YP.P 9YP-61 SYP1 IFOR FI NMID OR (iz116da lBllm /FOR FRAME) J1'P-F sw 9YP-M (2)HETAIBDPTR)HETAw INTO 1020 D)HTAIBOPTR)HTAM tuo M O FRAME TO 1-PLVW11%10dx1 VTW 2 365 TOSS 1.PLYW(10)1GIx111YOR 2430 MASONRY 2-PLYW(Mied 2.PLYM(IQ)180 HTSMIfl.1@jl0d NNWAND(4)l14YY11C BOB 1110 PTWMI8W(8)1Dd NNWAND(4)11"&4° 1140 120 TAPCONS WEDDIBCtT O FRAME TO R OR HTSM2OM(1%IDd NNLBAND (4)t/4'xR W NOB HID TWM20wIR%WEDGESOND 141114>13N" TAPWNB WEDGE-BOLT 1W Ina ©FRAMETO HlMW(B)Mxl 1?NAIWANDD)a2'M" 7" 810 MASONRY TITAN FO DT02WM)iM' IIT WSWDOD DTa.=W(A)ll4"z11r2'WB15MOD O PRAMETO 8CREM AND(t)ET"8EENLTT�w6E0w/ 1895 2145 6CRES�MPSDN(I)EPISEENLEPODEDW 1510 1835 NWT, OTIEN HTl9W(26)lad#12'NNWANDI110M°0 NTT46W(2a)18tlx21I2'NAIL9 N40 Io p O FRAME TO FRAME TO AIR EPDXIED w1 SIM'BON'SET' 4375 SND W-9 A.T.R. EPDXIED wfaMFIGON TET' 5005 (SEE NDTElM BELOW) (SEE NOTE M BELOV7) H 4W Ila) INN IW NNW AND 11) ON' B HTT40 W 118) INXl IIT--MID(1) © FRAME TO ATR.EPDXIEDw161BPSONSEP 3040 4M5 5N"BAT.R.B'OXIEDWaMFSONTEr - 41w MASONRY ISaE NOTEM BELOYA (WE NOTE M saw" O FRAMEED H10SW(24)10dxl L? NAW M910 LUOTI W 123) Btlx1112-NAILS ua 1046 MHM9UW(4)1IIYI iN-SD!I WD Tb RT1w�(W )'%xtll2"NNLSa 1985 1985 OFTMME MA90Npy. SCREW6&15)iM'k2114'TAPCONS JBO 4)IM"x13M"TAPCONS FHAMETO VO°T W 08) 1/4'x8° ADS WOOD SCREM& yO (1) NB"6 A.T.R. EPDXIED W SIMPSON-Sm NO 4M0 MASONRY WIY MIN EMBEDMENT MWTW(W)1I41 waMODSCREWS O FRAME TO A(2) Nab A.T.R. EFONEO W SIMPSON 5170 71M MANONRY 'SET' W 1T MIN, EMBEDMENT O fRAAME VGT W RB)1l4',W"SDS W WDSLWEWBB HDW-W826 W(101114"x2128D8 WOW 3Q0g 4 MU0T15 w/112110tl NN18&HR45 w/081t4110FRAMESCREW8&(l)WffA.T.RFRAME TO (2)HTTSW02)15tl121? 4�j§ (%HTT46 W (62116tl'k21?NAL9FRAME Iq 5/0"B ATR.ISEE NDIE#l) 6090 &°A.T.R(WE NOTE#4) gluxwA, um=11 Nenm. 1. WNN TOINTEMOiBEDW6 WDWALLS I6EAM&WQIU4 TOENNL6. 2, SSTOF UnTRUBBES TRUES COINNECRON"CON TMrRAMINGFPLAN FOR,UN.00TOR EOTtO 6, Do. MAYU E IJSP CONNECTIONSM8[ AM)NGP CA 3. O.C. MAYUBEEROEU58Fa,8 4 VERTI A!N 15TORCALLOUT. CAR If]GMN.O. TM°T®TRUBS VERTI(N-wEBW(2)WOW60F 100 N4113@3-.O.C. 4. FORBINOLE PIYTRU88ES, SCAR STAOGENEO. EMBEDMENT 4@CMU BOND O. 6. SCAR & SCABTEUSS CHORD a MATCH CHORD LUMBER( )w1(2)RON/910tl4p A'FROM ENDa 4'OL. TRUSS NTERAT CONNE TOR UDTCNOa]RD bTAWERED CENTER AT CONNECTOR LOCATION AS MUCH AS P099BLE. OA MiNMALCONMPCTORVNOONFRAMINGFIAN 1. WNNE07IMFOI ALLROOF/FLOORTRUBBEBTOMASDNRV Y(ALLBILIM6.&ICE WALLfi UN00N PLAN 2. WNNECTONAT2VORB2^O.C. PENDNG VERTICALS FOR ALL FLGORTRUS9ES PARNTEL TO MASONRY WA,W WE DETAL M12MIl FORMORE INFORMATNJN 3. CONNECTION FOR Nl HIP JACK(CORNER JACIVTO MASONRY WALLSIICF WMLS)LINTELS 4, WNNECTIONFMR COMINUWBRIMBOARORITOPOFMANNAYATWaCMAXW12)ATEA04 CORNER.O.C. TOVERIFYLOCATION JOSS NOT CONFLKT w?JI (It APPLICABLE) LAYOLR S WNNE.CTN1 FLDORTgUW8 TO INTERIOR BEARING WOW IlaEAMawl (2)124 TONAILS O MINMALCONWCTOHUNOONIFR"INGPIAN i. WNFECTONFORJACKTR1Sw TOWOODWALLORSEAM © MIMMALWNNECTCRUNOONFRAMINO PLAN t. WNTECTON FOR ALL TNG89ESTOIMEFUOR/fixTEPoOR BEARING WOOD WN.LSANDxJA BEAMS ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING " SEE [RSH] SCHEDULE THIS "SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED W000 TRUSSES AT 2 -00.C.MAX. 0R CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 19/32" COX (4 PLY) PLYWOOD 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 11905AAA - - - 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. F TRUSS BRA OR TRUSS BRACING AND AD� LIM FOR ROOF i " , Axe &, r St. LUCIE OU IROCC C.M.U. OR ICF WALL D SEE TYP. WALL SECTION - 2x2 #2 P.T. MIN. FASTENED PER NOTE 2 BELOW. CONT 2 x 4 NAILED TO BLOCKING W/ (2) 12d NAILS 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN SPECIFIED FOR COMPONENT AND CLAD 2. 2X2 #2 MIN. P.T. W/ JLHANNEL SECUF AT 16" O.C. (IF WOOD WALL, FASTEN W REFER TO ROOF PLAN & ELEV'S. FOR O.H. ­ft- META R.X61kC 2 x SUB -FASCIA �--ALUM FASCIA 2x BLOCKING NAILED TO TOP CHORD OF EVERY OTHER TRUSS w/ (3) 12d NAILS, TYP. (* *) (* * *) CONTINUOUS SOFFIT ITIES BASED ON THE DESIGN PRESSURES ISTED IN THE DESIGN CRITERIA ON COVER PAGE 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 S"X32A" AT 16".O.C.) EFER TO THE PRODUCT APPROVAL FOR INITALLAION DETAILS ALUMINUM SOFFITS> 1'-4" BLOCKING REQUIRED. (**") VINYL SOFFITS> V-0" SHALL HI FOR SOFFITS < 1'4' MID BLOCKING NOT ♦{LQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" ®�faQ LLLLY(.'' S gyp. CO b 01 r- ''4 I ^' /iiPtli`MFiV4l'o N N0a t�00 0DD I'_ Ism 04Sa� Lu IWL pH` I-S a a ISg 4� w $7 11T: w w ouj f 3 )3S� Q'�z45W O 0 W5tR�NNN LB R s;]9 1 a a a a$g ® °U % 1) ; 25 (D W WAM'.FDSFNG.COM ❑ ❑ ❑ �] U71 O Z N N z� Q J � I_ r Z N m w a it D1 . O w c mO I I w R m N 40 C ,,{C Q _ in allom Igoo A l PfAMC 1.1nmwct FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 LUCIE Job w c LO LO W O v I a M E U I- U Q G) LL O _/yjL�LJry/� - m o LL. M Vd p:pq/� VJ VT Model Name / Number: Plan Issue Date: Tuesday, April 27, 2021 ® KA PROJECT NUMBER: 21,-4472 Sheet: ^ Of TBI�ALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. LINTEL SCHEDULE LINTEL BEAM: - 1 COURSE LINTEL BLOCK W/ 1 1115 NONFSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25- LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO ( I MS021 TYPICAL SHEAR WALL SECTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL. SEE LINTEL SNEET FOR SIZE OF LJNTEL) `.' PRECAST LINTEL - REG. OR RECESS (\M1�'r A".i♦R Fes.!.",..- '.P.�".,.n.'.!'.'.wr. 4♦ . . • TRANSOM OPENING "w 1,411 FRAME INFILL AROUND WINDOW " BY BUILDER SEE WFOI FOR MORE INFO y (2) 2X8 WOOD HEADER t TURNED SIDE WAY ATTACHED THE FIRST PLY 2XS TO MASONRY WALL W/ SIMPSON HUS26 :. ... ' HANGER 0 EA. END. USING (6) 3/16" DIA. X 13/4" TAPCONS INTO MASONRY & (4)10d X I V2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE IST FLY W/10d STAGGERED 0 6" D.C. - OPENING - N.T.S. I -MS071 LINTELS AT ENTRY DOOR w/ TRANSOM TYP. TIE BEAM W/3000 P.S.L. CONC. W/1 #5 REBAR CONE SIMPSON SP4 W/(6) - SOd X 11/2 BPS OR SP8 FOR 2X6 AND 2x8 WALLS 4 DOUBLE 2(TOP PLATE STANDARD HOOKS SEE M905 FOR MORE INFO TYP. FILLED CELL W/3000 l P.S.I. CONC. W/1 #5 REBAR VERT. rSYP/SPF RING WALL ARWALL ME WALL 1 n ` U 1' SYP/SPF P.T. W/" X 8" "J" BOLTS OR " X 6" EXPANSIONS OR (6) 3" X 1/4- TAPCONS OR Y:. (8) 2 7/8" HILTI TIXDNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS031rrvmlvlc kiI wix i/.arT-;- I N.T.S. RAAOnKIDV mnAIAIIZ1TIn NI nGTAII 20" MIN. LAP #5 REINF, BAR A 43 OR *4 REINFORCING BAR A e4 I AP SPLICE „ 5" MIN. LAP 0 #5 STD- 90 HOOK #5 RE NFORCING BA0. #51AP RptI, SCALE'1"=1'O* afill #6 REINFORCING BAR +GRADE 40 U.N,O. #6 AID=BPI IrF SIMPSON SP2'S TOP AND 80NAILS E� 0 EACHH STUD 2x4SPFAT 11 O.C. - USP LSTA30 I W/ 22/100 NAILS L SEE PLAN FOR HEADER TRANSOM REFERENCE DETAIL I WF02 IF RADIUS .III / OPENING REQUIRED III TRANSOM OPENING III ARCHED OR FLAT III 2 x4 SPF AT I 2-2X4 SPF I II - I6' O.C. / SLL PLATE III 2XR P.T. W/ 1A"X3" TAPC'ONS 06"O.C. IN MASONRY OR SOd NABS 0 6" O.C. IN WOOD. PRECAST RECESS SIMPSON SP1 W/ 8}101 NAILS O LOT AND USP SM 24 W/ 12-1Dd NAGS 0 SILL r I DOOR OPENING WF08 I LINTELS AT ENTRY DOOR w/TRANSOM MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.B. I ATTACHMENT REQUIREMENTS SIZE. TAPOONS SPACING #ROWS 2 X 4 1/4" X 21A" 12" O.C. i 2 x 6 1/4- X 2-A" 12. O.C, 2 2 x 8 1/4- X 2sW 12- O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. w PRECAST LINTEL -j (2) 2X P.T. BUCKS W/ r i 1/2" O.S.B. BETWEEN i FASTEN PT 2 - NAILER TO MASONRY IF DOUBLE 2X NAILER 15 USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. F.C, EACH IDE SEE PLAN N,T:8. SIMPSON LSTA30 W/11-10d TO PLATE & 1/-1011 TO COLUMN SIMPSON A34 W/ ftild NAILS 0 TOP S BOTTOM OF HEADER 4x4 MIN, OR BUILT-UP COLUMN EA. 2X4 NALEC w110d 0 g" D.C. 'SIMPSON MSTAM36 MAY BE USED W/ (8) 1(4"X2 1/4"TITENS 610-10d NAILS. P.T. SILL PLATE W/ Va"X8" ANCHOR BOLT 0 32" O.C. 0 BASE PLAT DOUBLE 2X4 W/ USP MP34 0 TOP & BOTTOM SIMPSON A34 W/ (g) Ed X 1 u2 NAILS OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE NOTED. N.T.S. LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD 4 PLF COMPOSITE BEAM 17'-411 950 PLF 138 PLF 404 PLF 93 PLF 861 M NBMUM 4'-61W 6113 PLF 1471 PLF 2724 PLF 832 PLF 8F16 -113/1T Q 7'-6" 2661 PLF 737 PLF 1634 PLF 286 PLF 8F16 -1B/1T Q 7'-61f 2661PLF 1719 PLF 1634 PLF 963 PLF 8F16 -113/1T QQ 4'-.6e 2931 PLF 200 PLF 2724 PLF 105 PLF 8F16 -1B/1T 12'-0" 1254 PLF 184 PLF 723 PLF 121 PLF 8F16 -1B/1T 137-411 1075 PLF 164 PLF 606 PLF 120 PLF 8F16 -113/1T 9'-4" 1843 PLF 307 PLF 1133 PLF 173 PLF n 161 M NIMUM NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) O U i ro- MIR In man AW CWAR ,.. 0.11,14 aRour r ; "D R AT I 0 o. on LWEL CANT' BOTTOM RNN1`ORCMa WWACi PROv®aD.IN LINTEL NARap) W NOMINAL wont TYPE DESIGNATION P ° 1'LLW wM are.1 / 4.IM'LPD auNFMT Q 9 GAR A' eotton of uNTaL gvttr 8F16-113/1T NOnNAL WIDM OYAwnT Or b NOMNAL NaaNT RESAR AT TOP MATERIALS 1. fc Precast lintels - Me PSI. 2. rc prestressed IIMeIS =6000 pal 3. To grout - 3000 psi W/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 5. Reber provided In precast lintel per ASTM A615 GR60. 6. Feld rebar per ASTM A615 GR40 or GREG. Prestressing strand par ASTM A416 grade 270 low relaxation. 1. 7/32 wire per ASTM A51D. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed Jaime. 2. Shore filled Ilntals as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Untels are manufactured with 51/2" long notches at the ends to eccommodeh vertical cell rainfoming and grouting. 5. All lintels meet of M04ed L/360 vertical deflection, ecsept lintels 17'4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added r6car to be located at the bottom of the lintel cavity. T..7/32" diameter wire Sumps are welded to the botlarn Steel for mechanical anchorage, 8. Cast4nylace concrete may be PYOI In composite lintel In lieu of concrete masonry units. 9. Safe bad ratings based on national design analysis per ACI 31.8 and ACI 530 1O.Llntel min. depths we called out on lintel plan. If contractor Installs a deeper lintel than Indicated on the plan, doing this Increases the strength of the lintel and Is approved without engineering letter. if a smaller lintel is Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 2D% If bearing length Is leas than 61/2". Safe bads for all MOOeaed lintels based on 8" nominal bearing. 2. N.R. = Not Rated, 3. Safe IORds are total aaparlmposed allowable load on the section specified. 4. Safe bads based on grade 40 or grade 60 field reber. 5- Additional lateral bad capacity can be obtalned by the designer by. providing addloneireinforced masonry above do precast lintel, 6. One #7 rebar may be substlNted for two #5 racers in 8" fintels only. 7.,The designer may evaluate concentrated loads from the safe lead tables by calculating the maximum resisting moment and shear at d-away from the face of Support. 8. For composite lintel heights not shown, use safe load from nexL lower height. 9. All safe loads In units of pounds per linear foot. CODE COMPL ST. LUC^^��I��Eq ( "U" 1=ry" � PRECAST LINTEL W/ 3000P51 CONIC . GROUT SHALL BE-?TdIS AT OPENINGS SEE GENERAL CONCRETE WITFI TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R R ANCHORS 10' 3TD. 90 HOOK (TYP') N li 7 a STD. 90 DEGREE- '4 REBAR ON BOTH SIDES ANGLE 3000 PS.I. Of OPENING U.N.O. OONC. W/1 #5 01 P D M REBAR PROVIDE NNOCK-0UT �' LWNT0. L M - BLOCK FOR FIRM RLL W/3000 P.5.1. ` COMPLETE emu OOURSE CONC. W/1 #5 DIA, • BELOW SILL &FILL SOLID REBAR :. W/ (11 #5 BAR FOR ALL ` WINDOW OPENINGS GI AND LAR INDICATES FILLED W X a' x 16" CELL FROM FTG. TO CMB U.N.O. BEAM WITH 1 #6 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) • 8EE F U NDATION PLAN L SEE FOUNDATION .FOR: LOCATIONS PLAN MS01 I BLOCK WALL REINFORCEMENT N.T.S. ti0 T O R/3� ion, .......... m s�$6 ddB7jiluBY tS L'A,+pe '� , � F t r- W R' 8 A va 4k 4e mc Ld LI' Emmn. a.�n�C W a �R- SW pp Z' C Y. LLGOilia P a o Ln g 'aE WWWXDSENGCOM ❑ ❑ ❑ C Z o z $; Q =, n rot Ln 0 � W - J � W C 0 N Ln r_ m f4 (J -cmiE . :C Unto 00 !3 .. Q 'O tN o DAMS HOMIC8 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job information: z Le d) rl LO O LLJ a) y= �@ �3-Qm o o -Mj LLI IV) 0 J W (n (n 00 LL Model Name / Number: 2265 Plan Issue Date: Tuesday, April 27, 2021 KA PROJECgT NUM13ER: 21,-44 53p2 Sheet: Of: LINTEL PLAN 1/2" DRYWALL — CONNECT ALL 2x STUDS — TO TOP PLATE WITH (4) 16d TOENAILS 1/2" DRYWALL OPTION, MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. VINYL FRAMED WINDOW W/ SCREEN - (G:G TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. (5),1/2" DIA. x 8" "J" BOLTS FILLED CELL W/ #5 VERTICAL 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PER GARAGE DOOR MANUFACTUR R TYP, GARAGE DOOR TRACK MOUN IN 2x6 #2 SYP P,T. 0 W/ (2) ,W'xS' WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. 1/2" X 8" AA. W/2" 00 WASHERS SET IN TYP. FILLED CELL MIN. 5 PER JAMB. CONT. P.T. #2 — WOOD SYP 2" X 6" TRIM It I NI L 0 a SECTIONAL OVERHEAD DOOR oil c a N GARAGE SLAB a :1 00 �S12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. , BLOWN -IN R-30 INSULATION PER ' FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION ; PROVIDE BAFFLES AT EAVES SEE PLAN (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD TILE ROOF (PER ELEVATION) TRUSSES 0 24" O.C. OVER APPOVED UNDERLAYMENT ' PER FBCR 905.1.1 OVER APA /171 1 ROOF SHEATHING - SEE SCHEDULE- , 1 (RSH] - ON FRAMING SHT, FOR v�r. .n.�.:^.-n. r.J_L_ -n ✓ SHT'G & FASTENERS. — - 1/2" DRYWALL TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • ° TO BE INSTALLED ON OUTSIDE TRUSS PLATE _ FACE — - — - 3/4" P.T. NAILER • r R 1/2" DRYWALL -RI-METAL DRIP EDGE CURTAIN NAILER 2X SUBFASCIA i x4 P.T. 0WIN OINS 1 x 8 P.T. @ S.G.P. " O.H. A SOFFIT. SEE ARCH. SEE ELEV. PLANS PRECAST "U" UM ELu SEE SCHEDULE " SEE PLAN FOR HEADER SIZE u 4 V v J 15/32" OSB EXPOSURE 1 ON O.H. EXT. WALL W/ ALL EDGES BLOCKED. SEE ELEV, SEE TB13 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" a STAPLE 0 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS, CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926-98A 2)(STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE TB13 1/2" DRYWALL ON SHEET 6 FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING.. WOOD FRAME WALL PER FBC - P.T. ZX #2 SYP, BASE PLATE AND ENERGY FORM SUBMITTED W/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END - SEE WS07 WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR SLAB INFORMATION - _ - _ --TOP OF SLAB - CLEAN a COMPACTED -I FILL. 'ex. m cs SEE FOUNDATION PLAN 16" FOR FTG REQUIREMENTS WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-O" G WINDOW STOOL A PER SPECS n n u PAPER BACKED FOIL R-4.1 u INSULATION AT CMU BLOCK WALL u PER FBC AND ENERGY FORM J SUBMITTED WITH PERMIT APPLICATION 1 x 2 P.T FURRING 1 x 4 P.T. BASE NAILER WOOD BASE SEE FOUNDATION PLAN FOR SLAB INFORMATION ' Y :SEE PLAN FOR i RE BAR QUANTITIE, I. SEE PLAN- BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- [RSH] - ON FRAMING SHT. FOR SHT'G & FASTENERS. -TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR BRG. HT. -METAL DRIP EDGE -2X SUBFASCIA - SOFFIT. SEE ARCH. PLANS -8x8x16KO. LINTEL BLOCK W/ (1) #5 DIA. REBAR & 3000 PSI CONCRETE FILL CELL -(1) #5 DIA. REBAR W/ 3000 PSI CONIC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS VINYL FRAMED WINDOW W/ SCREEN PRECAST CONIC SILL EXTERIOR FINISH - LADE_ v ` N (SEE ELEVATIONS) FIG. DOWEL #5 D[A. REBAR 17" IN CONCRETE • 25" EXTEND (ACI 530) ABOVE. SLAB, ALL LOCATIONS SHOWN ON FOUNDATION PLAN _ TOP OF SLAB ro SEE FOUNDATION PLAN WWITYPICAL ALL SECTION - 8" CMU 3/4"=V-O" SEE ROOF PLAN FOR " TRUSS CONNECTION _. INFO & LAYOUT DESIGN i4 -1 - SEE PLAN FOR_ TOP OF BEAM r- SEE ROOF PLAN � - FOR Ili ACONNEECTIONZINFO;Rm -HB&G COLUMN WRAP OR 2X4 #2 SYP P.T. FRAMING /—W/ MIN 7/18" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE FLOOR PLAN FOR COLUMN SIZE & BASE i i 41 CONNECTION INFO. N i 1 LOU SECURE 2X4 P.T. BOTTOM PLATE w/ 5/8" x 8" I ANCHOR BOLT SET IN o SIMPSON HIGH -STRENGTH EPDXY 6" MIN. EMBED. REVIEWED R .,. :03 CODE CO PLI, ST. LUCIE COS.` gp{��.yygg{{{{yygg �nev iuv' bra h..ta'.. SQUARE CMU BLOCK BASE W/ 1x4.P.T. WRAP. or (4) #5 VERTICALS FILLED SOLID STUCCO BAND SEE ELEVATION FOR MORE INFO SEE FOUNDATION FILE PLAN FOR FIG I- F` SIZES AND LOCATION— . — - - - -- — — _ - +° C@23 COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S. i s lug °°°e�lcn '4 T O R a Nd rv. y we C4 IFLOv •' P y°�' a J}�� t;r I � �`• At` IO` 4fl 71a ieA19 � N Jim a N` m w u R � z � N w 0- A.�g € 2 X Z s Y n O O LL W., gay LL 2- Qa me d O IZ V J pP WWW.FDSENG.COM 11 ❑ 11 z Z M 1� Z 4 �GC5i5N' Y J N a z 8 III Z m L/1 V — O w � N OW VrRE _.. 1(6 ai 0 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO.CPC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: L c vH W rn LO d E V ¢ N a z pJLULJ� o J000co Model Name / Number: 2265 Plan Issue Date; Tuesday, April 27, 2021 KA PROJECT NUMBER: 21-4472 Sheet: Of'. S-2 TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM STRUCTURAL W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ CLIP EACH TRUSS SHEATHING TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TrTEN (SEE ROOF PLAN CLIP EACH TRUSS FOR TYPE) (SEE ROOF PLAN FOR TYPE) ANCHORS TO 2X8 FRAME OUT TO BLOCK EDGE FRAME OUT TO LINTEL BLOCK EDGE ONLY IF NEEDED. SEE PLAN (SEE PLAN) EXTERIOR SHEATHING ATTACHED PER NAILING °• '' 7/16" O.S.B. 2X8 W/ (3) 12d SCHEDULE T313 ON EA. SIDE TOENAILS EACH END SEE PLAN FOR SHEET 6 i STUD ANCHORING: BEAM SIZE STUD TO TOP PLATE: 2X BLK'G. /16" OSB W/ 6d R-13 INSULATION AT EXTERIOR R-19 INSULATION AT EXTERIOR SIMPSON SP4 TO O.S.B. NAILS @ 16" O.C. WOOD FRAME WALL PER FBC WOOD FRAME WALL PER MITT W/ 2 - 8d TO SIDE &TOP NAILER AND ENERGY FORM SUBMITTED AND ENERGY FORM SUBMITTED EA. END WITH PERMIT APPLICATION WITH PERMIT APPLICATION 2X45PF EDGE VIEW (WHEN EXTERIOR WALL IS (WHEN EXTERIOR WALL IS AT 16" O.C. 2x4 SPF CONTINUOUS EXPOSED TO INTERIOR SPACE) BLOCKING ATTACHED EXPOSED TO INTERIOR SPACE) 2 X 4 SIDE 2 X 4 P.T. TO 7/16" OSB W/ (2) 8d AT 16" O.C. STUD TO BOT PLATE NAILS. SEE DETAIL ABOVE EXTERIOR SHEATHING SIMPSON SP4 ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 7 AND 7.1 I I I, LINTEL 1/2" X 8" 2x BUCKS SEE MS11 ;;_ _ _;) ; NOTE: HOLD FRAMING 1/2" ~ ANCHOR BOLT FOR MORE INFO BUILDER FRAME BACK FROM FACE OF BLOCK @ 32" O.C. RADIUS FOR SHEATING TO BE FLUSH AS REQUIRED WITH BLOCK FACE 8" CMU WALL WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING H S IR ro � 1" 1Y„ Vh" shy 14a 4 u u (2) 2 x4 LAMINATIONS W/(1) (3) 2 X 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL D NE INTOCH OUTSIDE FACE) R-0021= 31 /9'7OREQLAL =EP"=DE FACE) 1006L31/21 OR EQUAL 1) o ACEW NAILS ARE DRIVEN FROM 3) FOR 4 PLY. PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION, ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. -V I FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS RENFORCEMENT REQUIRED) F.F. OVERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. N.T.S. MS18 RETROFIT WALL OVERHANG DETAIL N.T.s. WF14 I KNEEWALL @ ENTRY FRONT WALL 1/2"=r-o" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 4g"41/�y 7/16" MIN. NAILED W/ 8d 2x4 STUD COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR ` ` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA., STANDARD \\�� ^ ` SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END I \l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING T� ` TOP PLATE W Sd 21/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) `. TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE + +I I+ +I N TOP PLATE w/ MORE _ o THAN 50%OF TOP ROWS 12d 2X TOP PLATE TO 3 PLATE WIDTH INSTALL @ 3" D.C. GABLE END W/ 16d { > SIMPSON PSPN51OZ NAILS @ 6" O.C. j a W/ (12) 16d NAILS TYP. �;y17 TOP & BOTT. N L._ ` NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS 'loz,,x3saz + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE Wj 8d 2 1/2" x 0.131 NAILS PLATE W/ PLYWOOD *NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL IE15 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. OPENING G.C. TO W 2 O.S.B. 8d INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED EAA.. END PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED (3) 16d SEE PLAN P4 AT COMMON FOR WLL 24" O.C. NAILS(TYP)� HGT. CMU - ------------- - M M M�I[•- '*�HEADER • • LOCATION----*, 0110 10 �. /o,�'� EACH END TYP. !2x4 SPF CONTINUOUS• ! ©ATTACHED TO • • :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• •OUNDJ SQUARE TRANSOM • EACH , , WINDcw6RDOOR.° i CMU WF39 TRANSOM DETAIL AT ENTRY 1/2" = 1'-O" OP SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD NF17 I TOP PLATE SPLICE DETAIL 3/4"=I- I * 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) 10'-0" - 6' 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.) - * * 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) LETA 30 BEAM SIZE 3EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"P/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 CIF 12d @ 16" 0/C UNLESS NOTED OTHERWISE Ei'ib9L11�I9V19 SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 WALL HEADER DETAIL N.T.S. NF21 KNEEWALL @ ENTRY FRONT WALL 3/4" = 1' WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL, ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM :D04 BEAM @ RAISED ENTRY MASONRY WALL I N.T.S REVIEWED FOR CODE COMPLIANCI- ST. LUCIE COUNTY BOCC °°'°1enO eeeej U� parr; .� E hs v € y R Di I•�r�Z 0. €� RgmQS IL - w -! Q 4 LL� 2 w y Icl ga 0 � r 3 Wf ` ' nalm° WmK o w 5 gf�-kLL Z� -A d o r Alb (7 0 N p Q � U a WWA,MSENG COM ❑ ❑ ❑ Z mo 0 1/ Z N W zY a 3 r �J z^ N 41 o � rV-� V cn c [!3 Z) J m U = N E U N ow DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CPC1330140 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: L..I� O NO Z NO c W °` i CJ M N w m m ai x1-I d Q N z I-iUco Io_ILAZ) A Jmu)(n FT Model Name / Number: 2265 -'r- FI Plan Issue Date: Tuesday, April 27, 2021 / KA PROJECT NUMBER: 21-4472 Sheet: 3 Of. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20•-0" O.C. MAX 2X4 #2 SYP BLK'G @ W O.C. W/ AX 9" UNSUPPORTED SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS.[r113 > 9" 2X4 #2 SYP (2) 16D NAILS EA. END. SEE IRSHI OR EQUAL i TO BE LESS THAN (MIN. FIRST 4 BAYS) LK'G @ 16" O.C. ' --� ' MINIMUM 2"x4" F>,9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING 8d NAILS. @ 4" O.C. 1oD X 0.1310 8" O.C. EA. SIDE _V WALL AROOF LOCATION) BLOCKING ,'"Igfaaal'a BLOCKING HEAHING,SEE TBI3 1 a. FOR SPECIFICATIONS i! 2x4 SYP L BRACE FOR 2X4 SYP OR SPF CROSS BRACkASTEN GABLES 3'-0" TO 5'-11" TALL. APPROX. 8" FROM RIDGE9x6 SYP L BRACE FOR ' a ''��� THEN gg81 dC ApR.ENNAp1�gw�a/ !, •' �' . ' CROSI EAT H5° ANGLE. GABLES 6'-O" AND TALLER. G 4 ATTACH L BRACE w/ - (NOT REQ'D 4�1WHEN GABLE EIS12d NAILS 0 4" O.C. / TOR FROM10 -GABLE TRUSS CONT 2X4 SYP OR SPF SPANNING 8 L (E4(3) 12d ; T w/ 3-12d TRUSS BAY$O CHORD (MINE TO SIL�ILAGABLE TRUTE W/ 10d®3 O.C. PERJOINT 1ST 4 BAYS)TO TOP PLATE w/ CONTINUOUS LATERAL BRACING- �''- 2x8 T PLATE i/2 NAILS C 4" O.C. NAIL OVER X-BRACE AS SHOWN f 4 BAYS AT 48" " ANCHOR BOLT INSTALL BLKG. AT TRUSS WEBS 2BETWEENTRUSSES @ 48 AT48"O.C. MIN. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA, KNOCK OUT COURSE SYP w/ (3)12d @ EACH TRUSS W/ 3-12d NAILS EA. MASONRY WALL TRUSS WEB END NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TB1,8 FOR ATTACHMENT TRUSS w/ 2-12d AND 1 OVER JACK TRUSSES, SEE TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. 10-10d 11/2" PLAN. • 1430dx11/2" NAILS �. j ``YTNu, ITT FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 81/4"x1 1/2" tE VIDE 2X4 MIN. BLOCKING AT BOB WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS �� QP.•'• S b • • S c TER LINE OF HIP/RIDGE, TYP. OT�� • \G A • *,` TWEEN TRUSSES W/ (2) 12D "11END TO TOP PLATE / BEAM TO GABLE TRUSS 8 2-12d FRAMED WALL OR BEAM ANb 1SIMPSON H8 w/ ILS EACH END TO TRUSS TOP t, N • �' BELOW, SEE PLAN. 10tl x 1 1/2" NAILS ORD @ WOOD FRAMED WALL @ DUTCH GABLE RUSS .ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING N,T.S. �' Y WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP GEOI GABLE END BRACING MITI T TRUCTURAL PACE G.T.--• SHEATHINGADD 2X4 ALONGSRIPPED 2X4 SYP #2 TOP CHORD WHENAIL TO TOP CHORDTO PREVENT SHEOF HIPPED TRUSS W/ SPAN FROM EXCEIF 12d NAILS @ 6" D.C: MAX 24" SPAN (EG.TSIDE OR BOTH IF ROOF (2) 12D NAILS MINIMUM (3) 12d SHEATHING AT 12" O.C, MAX PER JOINT LMINIMUM 2"x4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING B N00 L SEE a ?12C1133 W ro 000 cau8 a .. PLAN E'Q�Q 2X4 BLOCKING R l'# � BETWEEN TRUSSES HIP TRUSS dill! 4ES w N Lon N.T.S- xe =2�; TB03 HIP / RIDGE BLOCKING DETAIL T TRUSS BRACING VERLAP D A N.T.S. °~ �wmoW zgIL R,8e$n 6 N1 p y U 3 'n 8 ❑ ❑ ❑ F�°-� � NYwN.FDBENG.CGM.. '. ^2 z N D z TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPL-2014 a L r (MUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT Z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED N C M TO 8 SHEETS OFSHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OFANY In CONSTRUCTION MATERIAL (SUCH AS GRAVEOR 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. h 2. ALL BRACING (138,013,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. V to 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. m 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. •In In g 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERETRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS // = L) MN E SHEATHING 3 T04TRUSS ALTERNATE a TV O UDO �IW TRUSS SPACES nipFrmnN fA VERTICAL SCAB 2X6 62 SPF 49' D.C. W/ (4)12d TOP & BOTTOM OR H5 SEE OR HOLR/LL IN PLACE OF (4) 10D SECj10N REQUIRED 0 RAFTERS GREATER THAN 8'-0" B'e SEE PLAN OUBLE TOP a�li . DAMS Homss NAILS TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY LE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE -ENO. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: VARIES w/ ROOF WALL S"SPLAN SE E PLAN FOR SLOPE / PORT ST. LUCIE COW. FRAMED RIDGE MAYBE NAILED W/ MIN. \ \\ 2X4 SPF BLOCKING // / REVIEWED COMPLIANCE: ♦ Job Information: VERTICAL SCAB 2X6 42 / CODE (4)12d WHEN IT LANDS SPF 4W O.C. W/ (4)12d NEXT TO PPE-FNG. TRUSS 2x' BW NG. NAILED 0 EACH TOP & BOTTOM OR H6 OR \ BETWEEN TRUSSES / \ \ @ 48" O.C. MAX. / / ' " e A' �� I HCLR/LL IN PLACE OF �" orP'+c, SIDE W/ (3)12d NAILS WHEN (4)12d \ \ / / e REQUIRED w/ (2) MT812'S REQUIRED 0 RAFTERS GREATER \. / \ ie i,., THAN B'-o" \ 2x4 SPF BRACE / \ ® 48' O,C. - NAIL w/(4) — COUAN TIE \ \ 12d AT EACH END & EVERY SHEATHIN `*' RAFTER d \ \ \ - ALTERNATE DIRECTION CB,BEVEL \ \ 2X4 BLOCKING BETWEEN CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) ` ` e-I 9 EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7x31/2° / / TRUSSES C p ALTERNATING DB WOOD SCREW EACH TRU,S5 / / SEE PLAN t V 4 M BLOCKING OR HS 0 411" O.C. ',. / / N PRE-ENG. TRUSS \ / / I FILE LE COPY LO T9 d ` CONT. ROOF SHEATHING AT TRUSS TOP \ STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / 1— co � a SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / �-' J W U) W B 2X4 P.T. BLOCKING BETWEEN DIAGONAL ® WOOD 2X8 #2 SYP RIDGE BEAM 2' O(USP ON CENTER \ \ \ \ / ILL O TRUSSES W/ (2}12d NAILS AT 8 -0" TRuss \ ^ / 2X4 SPF BLOCKING ♦ Model Name / Number: EACH END MAX 'iE• ' 2xe RAFTERS @ 2'-O"O.C. BETWEEN TRUSSES Y MAX. W/ IS) 12d COMMON @ 24" O.C. MAX.W/ /_ WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN \\ (3)12d EA. END (TYP.) / 2265 - (SEE PLANS FOR TYPE) 4 FT R r-0" MAX W / (3) OD SEE PLAN CONC. MASONRY COMMON E NAI TO RI E EAM CNC 2X4CO AT STEEL OR WOOD - ♦ Plan Issue Date: T & B CHORD BEARING SUPPORT - Tuesday, April 27, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2^ SPACE VI KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-4472 2x4 S.Y.P. @ 1.6"O.C. Sheet: S®4 Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.,E] TB15 EXTERIOR NON -BEARING WALL DETAIL N.r.s. ROOF FRAMING AND BRACING DETAILS 6" Ly ( 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 Thermal-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the Tough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A J. x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/1611 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" ( SPA( EVEP 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE MI, All 3a 3" 3° 3,+ 3" I I I I I I I ( 3" DOUBLE DOOR W/ SIDELITES M /E n i" 6, :PACE :VENLY O" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 17-0110 IN FRONT OF MECH. OR APP. WHEN REQUIRED 411 DIA. CONCRETE FILLED PVC. PIPE. L 0 TOP OF SLAB CY) 00 f - Ir - Ir 16" MIN. DIAMETER ! ° ° I CONCRETE FOOTING 1 PROT�TIO�! BARRIERDETAIL N.T.S. M .01 UrLeyalley Mcaniedn8 'bq.Pq�`ea or I aa`oa HalnFeetl W'In eterNtrofmg9 ,G'uaF 9.,.ayw Ingle asr°rn,�4y Site ndalawn : Ulvrlent di to Rake no mall wNnh Embed "oh shingle ina 2" meof %0 vellfie, nterl ceine wlaes` "fa"p(w raging Ce+Ylan[ +... , Cut 2" tll oirelly OR up a per otYvlmme� places tp use Places In Sn(wm r Cul Shingles 2- beck from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EXTENDING A LOCATIONS) MINIMUM OF 6"ABOVE S'X6-H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CON. AT KNEISNALL T ENTRY PLASTER ST. 6EALANT ROOF SHINGLES 8' X 6" H OALV. FLASHING CON. > m FLASHING DETAILS NOTE: THIS DETAIL 10 REQUIRED 8" NORM. FtsrervG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION PACE g.. a". s. g. a. SEA AN NAIL SHINGLES Wt 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. (tyli°e-N` / _ �� . Tsetse ♦ � aver VENLY INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW ' AND/OR SGD FRAME MIN,) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF 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 W'DOW FRAME INTO MASONRY "'�• JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S Z l WOOb F �VfNE �1^1A2" 01N. Enlo1150MENT, BY OTHERS 1 Ile WOOD 6PR4 '4,0' MIN. EDGE DISTANCE i ' a _ O.A. WINDOW' HEIGHT E IhIT'ERIQR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S CAP Emma IF EME AT ofs. WEm al. GAVE DF CxFAT Iwl Minimum Fastwer Spad"B (lambs Head andLll) 8" 4" Wall framing: #2 SpromiPinelfir ' .Or sew Sigione Scew Svewc Ben"ow aMdngftial 1-3y8" 14,11*19 na'. Cross Section View 61bata ViLw Of Rind Wn bin Mulenum tra -l`Sillcone Ebbolor Sheathing Hose: We stronglyrecommend Me use offlash/ng and/orDesAmg tapes and sltl pans asstated he ASIN E2111.01. However, due to variation In codas and bW/ding types, It is left up to the end user to determine the prow Ifista/bdon otthere Items. LEAVE THE BUBBLE WRAP on Before Installing your window, the bubble wrap may be peeled back fa lospedim, but please re4tirk the wrap In praleU tlreModcrrom atratohes and oBwr daaia�u r# construction is camplete. 9*1 MaasueM be sure the Gres" s3M1o1l2 larger than the window Are bon wgtlWly, and horizontally. • You may wish M pre•dr81 the installation Was in the fin M sls bms .Damigind hie ho/asm day inounpAV #4 as uraout . Step 2 Apply a ginera,s bead of silicone to the backside of the mounting fin. Use enough sNkem to sufficiently IN all voids between the fin and the wall sheathing. SOB 3 lrwtthe widow Indo the opening from ne mkade. The window Is Labeled "misled' and "outside", but W these WOels have been rammed the gladN bead should wmens be m she bBWe of the bullli . Step 4 Install share under the All, adjusting than until the are 6 plumb in Me opening, Sides; should be Installed ucler.Me all every 2 fend. The window should be bascelli centered In the opening with no more thanl9" gap between the window and wall!raft Step 5 Install a010z1.12'saew 4'fcm the wrier of the fin at each and of the head, sill and bond jambs, Stop Install the remaining Fasteners in 8"increments from the corner screws to the eater of each same member, thmamnot tGown- dghten Me screws and pull them through Me No. Also, mare sure the screws go in straight and do not muse the frame to bow, Wall barring shroud be a aimimutn of #2 SprucWPIrWFk. Fasteners should be #10 screws of wifidentlength N achleve 1-311? Lwetraton into the wall and no Less Film Itr From edge of Fastener antltles rwedal in eael side ofFrameto acnlem 8" of r•mme Member 10" 38' 2s' se 42' 6B' Sr BB" 1 74' 1 srBo" I BB" Number of Fasteners 2`1 3 1 1 1 s 1 6 7 1 B 1 B 1 10 1 33 1 11 1 13 Step 7 Ransom ansas Arcane our' from around nand !ELREM for holes or voids. Use Moore to M any suds. Sloe 8 If desired, a foam Insulation an be applied to the Interior gap between but window and wall framing. If applied, ddsmustbe ire NONEXPAND1N6 trPEFDAM. SWI,9 Since these windows are Wadly used in rooms wind high mNMua,le; badvooms, itsnymmnanded thM the Interior gap between the winder and wall Framing also be sealed ensllkora and focal so as not be les fete win the :raw aeon of waNboaM bled him. Step 10 Once an construction is cmplete, rime the bubble wrap from the Inside and Outside of the window. If nemeray, clean the blacks with a mild detergent and warm water uswg a soft cloth. Failure to follow these procedures will void any and all warranties. TO !a w 9 M e OltAj _? _jiw FLO?� YoFS I Ott P vi � H I I i GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. a a iI a 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. F `tn° m l �E C SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION S�ti zAND CALL OUTS.aIerProduct Approval Submittal Affid,Eivit rifz a � z&R fr8 3Building Address: Contractor:� gW 'EW� In °Building Permit: °12 o� all ` S2 G Design Attachment a Product Pressures Manufacture Model # Method Approval # H9 111 3 N B m Www.F-DsfNe.COi\I ❑ ❑ ❑ Roofing: 0 DE IKO Industrugs, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 ? 1st Choice COUNTYAPP. a NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Z �C4 w W/ 3/8" MIN PENETRATION THRU SHEATHING Q 1I� too ROOFING VENTS: ° DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL,. COUNTYAPP. In "Off DG C C FL21580.1 R-2 Ins ROOFING UNdERLAYMENT: W O TAMKO BUILDING ITAMIKOI No. 30,�D UNDERLAYMENT SHALL BE APPLIED AND FL12326-R9 L V p re 1st Choice PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH : <J — m R905.1A 0 w N Overhead Garage Doors: a m 1st Choice + 0.0/-30.0 CLOPAY 53W5 FL16546.8 L f0 : 16 x 7 2"x6" P.T. WOOD JAMB WITH c 53W5 (5)1/2' DIA. x 8" 11J" BOLTS T— 5 ro 2nd Choice + 0.0/52.0 CLOPAY 8 x 7 FL15279.84 w U pi o am c i15 Swing Doors: THERMA TRUCORP. ALL ONE FL20461.11 ¢ tv d am 1st Choice +67.0/ 67.0 2x BUCK ATTACHMENT TO BE ATTACHED WITH X 3" FIBERGLASS DOOR LITE SERIES TAPCONS MIN, 4" FROM TOP &BOTTOM OF INTERSECTIONS FL20461.12 +67.0/-67.0 THERMA TRUCORP. SOLID AND MIN. 12' D.C. THEREAFTER. THE DOOR FRAME SHALL FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice ALL ONE PLAST PRO LITE SERIES THEREAFTER. (TYPICAL ALL 4SIDES) Sidelights U PLAT PRO Sliding Doors: 1st Choice MI WINDOWS & DOORS sERIES 420 SGD sin'ES r Inr MI WINDOWS & DOORS SERIES 440 SGD n Alum. reinforced Window : C( 1st Ch01C@ +40/-50 MI WINDOWS 3540 SERIES TvAn Single Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" till ANCHOR WITH MIN. 1sA" EMBED. TO ALL FACTORY DESIGNATIONS , HOLES NOT DESIGNATED FOR TAP/CaON SHOULD BE FILLED W/ #8 SCREV 3500 SERIES 0/-50 MI WINDOWS Single Hung (flange) f0-OFR INSTALLATION THROUGH 2NT LTH. TO E BIIOKUSE 8 WOOD 11 MIN. EMBED. INTOBUCK. 3540 SERIES 0.0/•50.0 MI WINDOWS SUFFIENT LENGTH TO ACHIEVE 1s/a" INCH MINIMUM EMBEDMENT Single Hung (fin IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single W ncln"lee"1 ben.n Mullions: Fixed Glass: 1St Choice 50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1?4" 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. Soffit: 6.0/•71.6 KAYCAN LTD Standard Vinyl Staple 10" on center In direction 1st Choice DFIa Plygem / variform I Plygem Double 5 Double 5 standard (vinyl)10" Double 5 standard I standard vinyl I staples solid 144 vents -145 Hurricane Panels: Dade County App. AL AM 24" Ga, 24 GA. STORM PANELS 1 t ChoICe SHUTTER &GLASS Sto m Panels I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 5612(; Name: Luis Pablo Torres Certification Number: FL # 87864 Name: Certification Number: R20461.1 . , ' ® AM, H� MR�Si ' FI.15215.2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 FL20461.2 FL15215.2 FL15332.4 DIVISION LOCATION: PORT ST. LUCIE VIEWED Information: : ^ AJob I ' 0� e4 d E Q ® —jy�Lli cc J M 0 (!) U(17676,9 F jj7S94.2 RA7676.2 FL17894.4 FL 18504.1 . FL 15804.2LO ` VI Model Name / Number: FL16503A R5 2265 FL12194.1 F112194.2 ® Plan Issue Date: Tuesday, April' 27, 2021 R-16293 R3 V KA PROJECT NUMBER: 21-4472 Sheet: S-5 Of', MATERIAL REFERENCE INFO (PSL) s� FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER BARRIER & WEATHER RESISTIVE I THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH RESISTIVE SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER - - GENERAL FLASHING AND WATERPROOFING METHODS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wail envelope. The exterior wall `WEATHER DOOR ROUG OPENING TO BE USED. envelope shall include flashing as described 1n Section R703.4. RESISITIVE ' WINDOW UNIT BARRIER WOOD FRAME CONSTR. SLOPE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the TAPE s EXTERIOR SHEATHING SELF -ADHERED FLASHING 3/4'•1' aE BY LAPPING DOWN ADHE3IV OF ONSTR. TO BE�APPLIED UNDER bOORAND 0.3 In :12.0 In accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. ' y uae"wxnow; OVER RIM JOISTAND UP THRESHOLD WALL BY 6 IN. UP JAMB OR EQUALWEAT�iER OF RETURN W. USE LIQUID NAIL BRAND PROOF CAULKING (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 PRODUCTS DETAILS for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where �WFATHER THE SE i F-ADH RED FLASHING EXTERIOR CEMT. FIN. joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed In accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive BARRIRESISER BARRIER SEAL TOPS OF JOISTS ll ,, s barrier material shall be continuous to the to of walls and terminated at PER FBC-R CURRENT EDITION 703.7.3 P penetrations and building appendages in a ( manner meet the requirements the exterior wall envelope described In Section R703.1. SELF -ADHERED FLASHING UNDER DECKING SUBFLOOR (SEE DETAIL WPo7) be in R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required In Section R703,2 and, where 3 W Sects applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed Independently such that each layer HEAD FLASHING TIE-IN I Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather - RIN JOIST - to the water resistive barrier is directed between the layers. Refer to the number marked as in each detail that corresponds to the resistive barrier above header to allow for Hashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items In the list of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or resistive barrier 3. Fold weather resistive tamer back over head flashing and t 8 8 PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially nonwater absorbing layer or designed drainage space. 2. Install flashing and weather resistive barrier to form water shedding laps seal with to 2 2 2 0 3. Self -adhered flashing can be substituted for building r 9 9 paper 4. Split the release paper using the ripcord (Split release on demand,, RFlashing. Approved metal flashing, vinyl flashing, self adhered membranes and mechanically attached flexible flashing shall he applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. FluiLLappliod membranes used as flashing shalt be applied In accordance with the manufacturer's Scale: NTS SELF -ADHERED FLASHING SELF FLASHING SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER W -ADHERED EXTERIOR DOOR WITH DECK - SECTION A 02 CEMT. FINISH SILLI POTSHELF/ CHIMNEY SHOULDER scoring cuts- instructions. An flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Selfadhered membranes used as flashing shall comply with 5. Remove all release paper per standard installation instructions and AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM=Si EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED Minimum AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR.SHEATHING � 3l4"-V BEAD OF CONSTR. .INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE ASPHALT exterior walls shad comply with AAMA 7The flashing shall extend to the surface of the exterior wall finish. Approved 6. Fold as shown by arrows6ashings shoo following l be installed at the followg locations: 1 '' tvtttrl llfr THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may van adjust folding of the flashing accordingly t0 fit g y y' j g g g y ��O�O T REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) { I tight t0 comer 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the 8.. Mechanically fasten a5 necessary A� Q • 'G N S Q"'r °° �G °' r'• LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703,2 for subsequent drainage. Mechanically134 COMPATIBWTY , RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: a N I SELF -ADHERED FLASHING SELF• ADHERED FLASHING, EXTEND A MINIMUM fr �-e IeEPoaE FOLDING, scoaE HELEASEPAPERTOEXPOsa ADHESIVE AS SHOWN) I 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the i ek p. ," QV 1 iE VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing �'O "•. i �- BOTTOM L THRESHOLD instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. rr O•' . \ MECHANICALLY FASTEN AS 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 barrier for drainage. Openings flashing incorporate flashing ion ,,� NECESSARY IN CORNERS THROUGH water resistive subsequent using pan shall or protec V S j ON P v SECTIONA (SEE DETAIL tNP02) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional U 1I i I IA w - 4) SELF -ADHERED FLASHING ' _ /Vy "v 1.3 In accordance with other approved methods. 1,4 In accordance with FMA/AAMA 1.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. I d ~ z or dg9 SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with '+ NAILING FLANGE f ' projecting lips on both sides under stucco copings. t 2 W NOT FLASH OVER - SEAL TOPS OF JOISTS t 4 6 3. Under and at the ends of masonry, wood of metal copings and sills. 4, Continuous) above all projectingwood trim. y BOTTOM NAILING g UNDER DECKING (SEE DETAIL WP07) 2 7 �i LNc O� I a FLANGE S. Where exterior porches, docks or stairs attach to a wall or floor assembly of wood -frame construction. E �,5 k ti W ti a tom GO -L S. At wall and roof intersections. 7. At built -In gutters. 6 gg € 9 € @� ME. F O8 5�m [ �' SELF -ADHERED FLASHING A J®®A HALF ROUND WINDOW V V i 4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING INSIDE CORNER W E. a .. ... ,� d M¢ w v) .. 1. dF8 ® f 9 Z`qg? s O Y SELF -ADHERED FLASHING PROTECTOR �,1 x.x`.. �i ')11 �LLi I 4 'II li G" pu 3 Qb._� O DECK SHEATHING I�l z �' I f I I I7/8 y "Cement a� �s a Y W K O Nhh�R� m J Plaster 7/8" Cement Plaster in accordance with m accordance with STMC ASTMC926 A 926 A ■ a m SELF -ADHERED FA p5 NANY.FDSFNG.COM ❑ ❑ ❑ FLASHING PATCH x, ' Felt backed metal Felt backed metal lathe In accordance lathe in accordance'srf Z SELF -ADHERED FLASHING } with ASTMC1063 with ASTMC7063 DECK PROTECTOR Building Paper Building Papery Z 1 7/16" O.S.B. 7/16" O.S.B: 1 t ¢''� a m DOUBLE sheathing sheathing Ln SINGLE JOIST JOIST SELF -ADHERED FLASHING Metal ',: Keep top edge '� ,,: ,. -, of weep screed Flashing kA (D,M QJ y LL r SELF -ADHERED FLASHING t � 2" top Of /T' block w o M ,V 'i''•w 2 ' ' 3"MIN Unperforated Vulcum Q 2 O 4 5 Fla nge 7/8" cauk bottom Weep Screed joint only ( ix rjj c M r>3 V !TtagV1 Maintain Metal Flashing E - s Bottom of 3-1/2"Unperforated _'� pFQ SELF -ADHERED FLASHING W SELF -ADHERED FLASHING /� P08 APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE Weep Screed Flange 7/8" Weep Screed 1 112" t0 2" U N O yd \HO.8362x;DECK JOIST OUTSIDE CORNER �/ �f Above Roof C 0 v ¢ rv. o Q m INSTALLATION OF THE BUCK/RECEPTOR. "� 1 /2" Cemenikious Sheathing Decorative Finish ,.- •,^ t1WA\DAM i MOM i9 - I o • • o, All Inside and Outside Corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT ° need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN, cut and caulked all Cement Plaster butt joints need to GULFBREEZE, FLORiDA 32563 BUILDING PAPER SLOPE SLOPE in accordance o becaulked using with ASTMC926 g Vulcum caulk DIVISION LOCATION: 'PORT ST. LUCIE SLOPE 0.3 in :12.0 in 0.3 in : 12.0 in all over wood 2nd 0.3 in: 12.0 in (0.6 cm: 30.5 cm ) (0.6cm: 30.5cm) floor REVIEWED Information: (0.6 cm : 30.5 cm) CODE COMPL. Job t SELF -ADHERED FLASHING ST 1 P+ !� 1 . LUCIf C(., WIRE LATH t SELF -ADHERED FLASHING EXTERIOR BOCCCc BUILDING PAPER CEMT. FIN. ( WIRE LATH 1l2" Cement SELF -ADHERED FLASHING Plaster Finish I Block c LID y U - WIRE LATH 21/2 Perforated c M ° Flange 1/2" Weep � a E BUILDING PAPER BUILDING PAPER Cement ' • o, Screed r'LF t I- " . " -Plaster F- Q o a over block ® J UJ : m o EXTERIOR ]stfloor J WINDOW UNIT CEMT. FIN. Install bottom Slab Model Name/ Number: edge of weep screed 1" below 2265 finish floor VI Plan Issue Date: Tuesday, April 27, 2021 OPTIONAL DETAIL ® KA PROJECT NUMBER: S S O Note: The building paper and metal lath.;472^ must be installed over the top of WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF -ADHERED FLASHING LVY P "� SELF -ADHERED FLASHING LW i SELF -ADHERED FLASHING P sheet: Of: CEMT. FINISH WINDOW HEAD ! CEMT. FINISH WINDOW SILL 1 CEMT. FINISH PARAPET WALLL\ the Weep Screed. WATER PROOF DETAILS