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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX( 0F DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE _ TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, S S POTS" SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAM j, A LUM FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL .BAITING PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) 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 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" ABOUND OF ALL TOP BARS OF BEAMS.. CORNERS OR CORNER BARS WITH A 25". LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACT 31814) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN SPECIFICATIONS FOR STRUCTURAL CONCRETE • (ACI 301.16) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SH GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. LL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 L.N.O. REINFORCING FO FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHOR NG ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINES OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RAkON BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTHS GAS PREVALENT AREAS, APPENDIX 'F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90A14,. WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. C WITH ASTM G928 AND ASTM C1063 OR ASTM C1797 INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE T STRENGTH OF 2000 PSI if m = 2000 PSI ) CONFORMING TO 2: MORTAR SHALL BE TYPE "S' , C NFO M C270-14Ar DAYS DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C4764O WITH A W) IMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPF71ONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES*. LL/360 TL/240 COMMMENTS: R703,7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/ISO TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM 01063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAI MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND, BEAM: PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR FJOIST*** LiTL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF PLASTERING WITH GROUT INTO CELLS BELOW. THE USE OF FELT PAPER 8, TEMPORARY BRACING AND SHORING OF WALL TO AS A STOP IS PROHIBITED. PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CODE-APPRCONCRETE, 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 1DO NOT APPLY UNIFORM LOADS TO MASONRY WALLSFOR (3) DAYS AND NO CONCENTRATED LOADS (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11, 1. CONSOLIDATE AND RECONSOLIDATE GROUT POURS �S PPER CODE. GROUT SHALL BE PLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2. R703.7.1. WATER -RESISTIVE BARRIERS. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND.MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WATER -RESISTIVE END BRACING) SHALL BE EITHER AS SPECIFIED IN ILAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL 20 20 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 TOP CHORD DL 7 7 BOTTOM CHORD LL* 0 O O 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMB I NG LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) 4. MANY OFTHE NEW PRESSURE TREATED WOODS U E CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SI LECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ATTICS W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED R STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WI HgARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CO ACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.D. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL).BEAMS; 2.oE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24RV5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR ROOF DECK:. PLYWOOD C-G/C-D, EXTERIOR OR OSdq WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: - -- GENERAL FL® LOADING FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED�(48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. R703.4 FLASHING WALL SHEATHING: 7/16" STRUCTURAL I OSB EX PPPddd006 15 32" RATED OSB EXPOSURE 1 SURE OR / APPROVED METAL FLASHING, VINYL FLASHING,. SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH ' EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OF7 ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 2s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 ©. 50 (+) 24.8 (+) 24.8 'O (•) 27.1 (•) 31.1 0 0 (+) 23.4 {+) 23.4 100 (25.E (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'•0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER D S CONSIDERED TO E IN H WIND -BOURNE DEBRIS AREA. CONTRACTOR TO AN IB THE RIVE B E PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. - 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DEETAILS S-4 DETAI LS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC %,TOF?Nsc i i ti JCA.:ti�' a�a64 ..ic m J t tJo ' IL d OP,•'� T N c I o W g£wg I. ro i 'o r IygI .+ a a u in 9 0 3 N FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED, TOP CHORD DIL BOTTOM CHORD LL 10 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES ;, a a q W W s INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING g 8i 10 �gg . € a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) LL � 3 `� a w w IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE $ Q ®-w o_ 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 €a SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN SPECIAL FLOOR LOADING s 8 v T m m 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 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS» AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. • a ¢ C12S1, 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) GOMMMENTS: s - a ? 8 a a 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) a 0 e 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 1.00 SQ:FT. 100 (PSF) SadLL 0 � -_-' TO THE SURFACE OFTHE EXTERIOR WALL FINISH- 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY �s APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIGHT STORAGE 125 (PSF) a • EXTERIOR WINDOW/DOOR OPENINGS. - LIBRARIES - - - ww*.wservc.ccM ❑ ❑ ❑ • INTERSECTION OF CHIMNEYSOROTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL! CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDR10N. READING ROOMS 60 (PSF) • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. PINSTACK ROOMS 150 (PSF) (o • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, Z o • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL a HAND RAILS (d) 200 (PSI' Z cw g 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) a a • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALIT SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) n k UPLIFT CONNECTORS FOOTNOTES .aV1 N 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. THE TO E CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG y TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES, THE MEMBERS OFTHESE WALLS WOULD THE T I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A F6 w v NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. L j .M MORE INFO. O w i tl1 C ai FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: V) $ 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed In the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed - 6 PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED.REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to ", c o THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ¢ N d P* 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/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations i DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to +® \DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the 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 " CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE Information found in these documents. Any questions regarding the 4, MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 'A'x 2i/a" TrfENS TO information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 RESPONSIBLE THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE LFBREEZE PARKWAY MASONRY AND CONTRACTOR d NAILS TO TRUSS FOR UPLIFTS LESS THAN /4" LIDS (USE (2) MTSMSB FOR UPLIFTS LESS THAN TENS O lF CORNER STRAP IS Assurance reimbursement by the r/ nglnee with will dv n esitlered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GU MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10.. W/ (4) 1/4" X 11/2" SOS SCREWS AND (5)1/4 x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. for reimbursement r the Designer/Engineer without advanced FLORIDA 32563 PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, 111E PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, CONSTRUCTION AND KA AND FOR HAS NO DUTY TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. NO MORE THAN 10 STRAPS MAY SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. I DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2NO FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HT75 w/ (26) .SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. V I Job Information: 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 FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER_REVISIONS DESCRIPTION DATE I - o M LO 3 0)DAMS HOMES L1.1 Of Northwest Florida) ®,3LuZ v o m W U) LO u_ VI Model Name / Number: 1820 Plan Issue Date: Monday, May 17, 2021 �UtO d To V KA PROJECT NUMBER: MIDDEOL 1820 REVIEWED FOR 21-4882 CODE COMPLIANCE Sheet: w Of: ST. LUCIE COUNTY 1 SOCC COVER SHEET (x) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24'- CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE ,- 811 „ LAPPED MIN. WAND SEALED. REINF. OPTIONAL CURB FOR AI --'—XI p p VARIES 2 4" 2500 PSI CONIC. SLAB W/ 6X6 10/10 W W M; OR RBERMESH GRADE SEE PLAN MASONRY @ ELEV. 0'-0" :,� /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ W/ (1) - #5 BAR CONT. " "' MANUF'S INSTRUCTIONS AND NER-284 FOR RBERMESH OR x --'- * "'-:'r 60 NER-014 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. °.• x:-'- * `•-`• GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMR TREATMENT. / 2t -; 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO C, ,xf; , I, 2 STORY: 20" X 20" BEAM Al (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED ri _ a s ' ' REINF. ��`+ W 3) - #5 GONE. " DOWELS 17' EMBEDMENT W/ 30" EXT. ABOVE SLAB. 16"" • SEE PLAN • ,, ,; e: e 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR (2) #5 (2) # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. REBAR 16" BEARING '5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. NTROL JOINTS IF SHOWN ARE NOT REQUIRED BY CODE BUT ARE FM01 SINGLE STORY FTG 1/2"=r-0" FM02 I SECTION @ GARAGE 1/2' 1'-0- 6 SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF I/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. REINF, SEE PLAN F_F 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED " • �,.. DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE Milli BELOW FINISHED GRADE SECTIONS R403.1A.1 THROUGH R403.1A.2. 8" (1) #5 REBAR 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENTCONT. THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY - 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 SOILS FOR COMPACTION q FM03 THICKENED EDGE 1/2" = 1'-0" = 1'-0" EQUIRE ENTSEE IF SOIL CONDITIONS IN THE PROJECT REQUIREMENTS IF SOIL CONDITIONS IN 7HE.PROJECT 00 NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF (") SLOPE MAY VARY 24" MAXIMUM DEPTH. - IF GREATER THAN 24^ CONTACT FOR OR FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. - DRY DENSITY AS DETERMINED BY ASTM -:S57 ( MODIFIED PROCTOR) REFERENCE FMASW FOR STEM WALL OPTION THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN - DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND GRAVITY F.O.M. EACH END, TYP. GAR. FIN. FLR. K SIZE DEFrH REINFORCING CAP[IDS) p 1'-0" X CONT. 1'-0" 2 #5 E,W. BOT. 2000 .. p 2-0 X 2 -0" 1'-0" 3 #5 E.W. DOT.. 7200 ALIGN DRIVE W/ BOTTOM OF ' I 2 STORY: 20" X 20" RECESS & PITCH DRIVE tQi W 3 -#5 CONT. .5 2•4"X2'l ro" 3#6 E.W. BOT. 11000 4" CONIC. DRIVE W/ 1/2" EXP JOINTS 10"O.C.TYP. 16" (2)#5REBAR FWo 31-01X3'-01, 1'-0" 4#5E,W.BOT. 15600 FM09 I SECTION GAR DOOR i/2"=7'-0" =3 Q" r§,5 TiX T-6" 1'-0" 4#5 E.W. BOT. 2000 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CON1T. FOR MORE INFORMATION) a 4" 16" 4" 245 REBAR FM11 I STEP DOWN BRIG. 1/z"ems'-0" FM12 STEP DOWN NON BRG. SEE PLAN OPTIONAL CURB SLOPED GROUT a OR MASONRY AT TO DRAIN 4"X 4"X 16" N r ELEV. 0'-0" WITH CURB (1) #5 BAR CONT.—•� JCS--�V (G.C. VERIFY) Z F f REINF. `l i0 SEE PLAN �j��� FA.O 4'-0". X 4'-0" 1'-0" 5 65 E.W. BOT. 28000 F4.6 W-W X 41l 1•-0" 5 #5 E.W. BOT. 84500 FY 0 5-0' X 5'-0" 8-0" %8'-D" 1'+Y 1'-0" 6 #5 E.W. SOT. 7 #5 EM. BOT. 42600 615DO I 1/2" =1'-0" SEE PLAN TYP. SEC. (SEE PLAN) - 2#5AONT. INSTALL LINING `„a•Y� .x `. .. '. 2 #5 BENT BARS W/ : MATERIALS PER w w W N "- `,. .,•• MIN. 25" LAP SPLICE FBI P2709.2 .' MUDDED FLIT. 16" MIN. SLOPED TO DRAIN #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2'=I'-0" FM1A TYP. STEP FTG. DETAIL 1/2' 1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF, GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR 8Y COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" #5 X 25" X 25" CORNER BAR ONE ( .. N £ FOR EA. HORIZ. iv REBAR TYP U.N.O. LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWOSWRY FOOTING - INDICATES PAD FOOTING (2) #5 REBAR A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRUFOOTING W/(3)-#5CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"-1'-0" FM23 TYP. FND PENETRATION 1/2'=1'-0' STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING. (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8"1 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"3'4" 10" 10.1 20" 24" W/ (3) #5 BARS 674# 5'-4" 3'4" 4'-0" 12" 12" 32" 32" W/(4)#5 BARS 845# >4'-0" - 5'4" 16" 16 48" 48" W/ (5) #5 BARS CONT. 1162# & #5 0 18" D.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL d SEE CHART ABV.-MAX. F.C. „ p. SPACING (O.C.) I W.W.M. TO BE TIED TO #5 CONT. REBAR I (1) 05 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4,-0" (1) 45 HORIZ. CONT. TIEDTO EA. VERTICAL REINF. B " FIN GRADE- 8" MIN. + TO TOP OF , STRIP FTG. ° COMPACTED CLEAN FILL m f,✓ IN MAX 12" LIFTS STRIP FTG. W/ QTY OF "MIN. COVER G REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL'� INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND VERT. F.C.ABV. FDN. #4 TURN BARS ARE REQUIRED ® EACH FILLED CELL LOCATION, EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR. AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEMr-S. EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #g CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE "1 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" - G. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" n x TALL (TYPICAL ALL CORNERS) ,C. S.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS ' 7. ALL STEM WALLS GREATER THAN (4). COURSES SHALL BE FULLY GROUTED. S. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS - .SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-O" TALL s 4' 8" 4 I y CORTYP. a NERS ■ ■ ■ ____ ___ __________i .____________---__ ■ �. ■ ■ 1 ( 1 HOSE 0 BIBB 3 FM01 0 I ( I FN'111 � b - FM11 3 3 Q 1 ■ F2.5 z I� F2.8 ; , r ' I 1 STEP Di 4" 00 ( I eD ■ ' I 1 0 3 I ' 1 ' TUB ' 'I ■ o-a W.C. UNIT LAV I L o o J. Idd�o I �, v _ w LI J to __ -------_ 2' 8" ___ ^r TP LAV Id I N In rO� J\ O ■ r i0 11' W, ' O Q' !1 OD ll-•I "� TUB SI')'YLES VARIE61 Q` I I VERIF,i DRAIN .I o i l i u LOCJ}TION 3 X 4 F.G. ' SHWRI 1 �•\ _- " 1 ; 1`Dn L -F _ -2-1 L _ - — J �\ I ■2' 2" 1. 12 10" , 24' 8" rr T- —A I a 60 SINK`:\ 12' 11" ; ' ROVIDECHASE. ' o FOR HVAC UNIT VERIFY LOCATION - 0 7, V' 310" o r ' FM01 Q ; COMP. UNIT' 3 ' 9^ ; OI r IIII� ■ ' IJI — 'v/' 9v, 7 I� �r n IIIWASHII Q/ FM01 -O I I ; STEP ON. 4" ®A -=�----------------- FM11 [� %^^ I I w Z, In ' I xo S FM02 a STEP DN. 54i" 3 , o cD IN IN ' ■ U¢ 1 3, 8„ 7, O" 2, 8, , ■ I 1 N I a�"I F2.6 ri , , I ■ 1 � 4" `v FM03 rn �.. FM09 F2.5 I FD o HOSE t i0 BIBB `----------------------- - -- - - - -a- -- - ---- --- -- ■ ■ ■ n (2) #5 BARS Vi--j EACH F.C. TYP, 0 EA. 2'0" 8. 0" 2' 0" 16, 01, SIDE OF OPENING 2' 0' 6' 4" 13' 4" 10, 0" 20' 0" 19, 81, 49' 8„ FOUNDATIONPLAN AN REVIEWED FOR — SCALE: 1/4" =1'-0" CODE COMPLIANCE ALL ELEVATIONS ST. LUCIE COUNTY BOCC i x-O TOR Q PG 8 NSF' • '''�i �`•`` :-a `No 8-,B6 LL QF 0o 04�0: I O N �./IIIi11TST,. 21 I.E_ � j R s 3F ■ w ro �g Lo egF Q o as��gog 3Z "�3� ■wg�3 00 m 6 _ r rYr c LL 9a� a 8� N §5 N,WN FDSEIVG.GOM U' ZI m - 10 I 8 (4 O Z a_ l CL Iy _ ti 2 C4 V1 co vw� Tro p Q I 0 m Vw i M c 1 � c c,7 W t O N U m v s QN' o *\DAMSi HII FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IV - Job Information: O c � Wo N m m o� 0 Gj J 0) O J Lu o J m U) (f) e Model Name / Number: 1820 Plan Issue Data Monday, May 17, 2021 KA PROJECT NUMBER: 21-4882 Sheet: If, FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,010) _ 9,604 + 100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL 4 ch 2x6 WALL (FLOOR TO CEILING) 2,B„ USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. 11/2" VTR TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR -------------------- HOSE BIBB I INSTALL FAN WIRE INSTALL FAN BOX PRE / Wp /q,BdX PREWIRE ' GFI INSTALL FAN --------- ----------- --- - ---- ----i„ BOX PREWIRE._ '`� I , I I I I I i I I , I I \/ f N o GFI ,, a � .-I I I Gm _ I o I I \ � ' I 1 \I m ----- -- ----- -- ------ -- FAN \--11VSTALL FAN 0 \\ PREWIRE I `{ / ; L.E BOX PREWIRE O , 1 I I Gfl %GFI r20 I�GFI C,LI GFl -------- - - - i ISP MICRO/ ' / FOR D/W HOOD I, I GFI , iCEN.OFWALL d v VERIFY LOCATION } / I ' IN FIELD220I ' Wp DISCONNET i — — � ir ', � I GFI WGFI If I PB GFl�, "� ELECTRICAL WH. 20 —42"AFT PANEL w / \'� ATTIC ELECTRIC � _INSTALL FAN �I^I m / IF REQ D BY CODE �' t,-,1 BOX PREWIRE zo 5 z DOOR 1 BELL 1 ' W 5m 0 LL 5 p h w om�o GFl@ WP o m T G GFI GFl 42" AFF i GFl gym' a m c a FOR GARAGE FOR GARAGE 0 0 4I DOOR OPENER Z 0.4 DOOR OPENER „ i \ n ------------------------------------------------ \ ------------------- NOTE: � KEEP COACH LITES OUT A OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION COACH FOR TRIM. /. LIGHT41- . GFI (A NOSE BIBB COACH ____y--------------------COACH LIGHT COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4" =l'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED BOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFT BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE. POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE iN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL. WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCls (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 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. 10. 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 A WALL. DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OFTHE 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 CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /�� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET ,11,,LL y GROUND FAULT INTERRUPT y ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET @--- DOOR BELL ® SPECIAL SERVICES OUTLET D0 o DISPOSAL N❑ T.V. CABLE OUTLET L� DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ®l BATH FAN O LOW VOLTAGE LIGHTING -(�- BATH FAN W/ LIGHT I C INTERCOM SYSTEM L,E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON t-51 PTIONAL OVERHEAD SERVICE VERIFY FlNALAMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2l0 COPPER OR 410 ALUMN. IN 2" CONDUIT ETER MAIN DISCONNECT 200 AMP A/C DISCONNECT Y # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE I # 6 TO HVAC BT#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN, 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER 00. CODE CUIMF ST. LUCIE M-'- Born ■ m m o g a m "00o I�i m r vN c 8mq 1A02 W d. fHal P 4 =. N 20 1 .W�a � D Sfr WNWm K O J sa;S IL 1 ?. at d < a �€ a G SIL pa .82V N �g is wvAv.wsB�acoN ❑ ❑ ❑ 0 z a O ..,w z O ro z 2 ARM _n z N 4- y T>3 p m 0 W� V. h '�M - m u !6 CIA p b � W N = c N0 . .k T...., mvY oa ¢Nom FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: 0 uj 0 0) M F- X- 0 J UI a _ ®-jL�L/I/� In o LL py� I..L.! V) V J ® Model Name / Number: 1820 VI Plan Issue Date: Monday, May 17, 2021 KA PROJECT NUMBER: 21-4882 Sheet: q Of: ELECTRICAL PLAN VENTILATION CALCULATION A FIN. FLR, TOP OF BI 0 eD FIN BEARING @ ENTRY TOP OF BLOCK_ -SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT. ELEV. FOR SIZE& STYLE 48' OFF RIDGE VENT N N AD HGT j Io 25 SH I 12 6� OF 12 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "A" SCALE: 1/4" = 1'-0" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR. _ 25 SH . FLR. 00 'o W'DOW HEAD HGT ■ 25 SH ■ LITE TEXTURED DECORATIVE CEMENTMOUS COATING 25 SH ■ L I (2) 3050 SH 2868FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" KEYSTONE DETAIL SCALE: 3/4" =1'-O" TYP. OF (2) TOP OF BLOCK To 8' X 7' 16 PANEL OVERHEAD DOOR TOP OF BLOCK 0 60 FIN. FLR, , 48' OFF RIDGE VENT 48' OFF RIDGE VENT _ — — - - DBL 25 SH 48' OFF RIDGE VENT 4.12 net sq In / sf Soffit product provides Ridge vent provides 18.00 net sq In / If Off ridge vent provides 138.00 net sq In / of Overhang distance L33 ft S.F. of Area to be vented (SF) 2409 S.f. Total needed for exhaust for upper 1/3 578 net sq inches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan 169 SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE (FRONT ELEV. FOR SIZE & STYLE LEFT ELEVATION SCALE: 1/4" =1'-0 TOP OF BI FIN_FLF 12 6 16" X 30" DECO VENT TYP `T a —`S" FRIEZ ® 10'-O=BRG. 0 ENTRY, a SEE DETAIL ON 6" RAISED _TOP OF LOCK HIS SHEET IM W'DOW H D H T III 111 0 �0000000 bo m �o BID to E]00o0EIFE-110 0� 111E ^� �D�El� DBL 25 SH R. ]fill III r-----T — ------ T-----i FIN. - _ IulII�IIPill L 16' X 7' 32 PANEL 3068 DOOR W/ (2)1068" LITE TEXTURED'DECORATIVE �•/g"/4" OVERHEAD DOOR S.L. AND 16" H TRAM. ABV. CEMENTITIOUS COATING RAISED BANDS R STYLE MAY VARY REFER TOSPECIFICATIONS REVIEWED',.. FOR FRONT ELEVATION "A'° CODE COMPLIANCE m' =r-o" ST. LUCIE COUNTY SCALE: 1/4" BOCC aaaa Q `�rGN Lu g"I � Ltj a 'rJ lad�rro, g I LO I n c j pp i b.g al .� u0 # # xk 8� m NFi pp%CL Dwgs` o. .g" d yB Z$�S 3 p s eg g IBM & o w�13 2 m m LL ZN o< A V�M1M^r FDSENMCOM � w Z a Z g 0 - a _. a 4J � p m I O ° c 3m r6 C) N E flt W W 5 ow z: 01p1- imam" Q CO ry O OO D •iIW 'A DAMS HOMES mom FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O z "H a) LLJ „ C0 m o y Vi 3 9 £' • . J N ric)m�a ® DJo LLJ =)LO o (/, Model Name / Number: 1820 ® Plan Issue Date: Monday, May 17, 2021 KA PROJECT NUMBER: 21-4882 Sheet: 5 Of: ELEVATIONS SEE DET. TB03 G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F SHEATHING SEE "HIP R BLOCKING" 0 Z a_ 20'-O" MAX 20'-0" MAX FOR WIND SPEEDS < 16OMPH * * ALTERNATE SPAN RATED 22/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS Lq i, CONTINUOUS BOTTOM CHORD mill 1/71 C w' EQ BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 42 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST(4)BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST SO% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN F71 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 WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20TO45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE [4:12]-[12'12] (SO FEET) (-) VALUE DENOTES SUCTION a=4it aB n V r AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 -51.06 -51.06 10 GABLE -37.00 -37.00 -58.99 1 -58.99 1 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE), ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD F ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: la," EXP. 1 (111l2o) 0� O a" TILE: 3Ra2" EXP. 1 (m2D) r Nam: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38" x 0.113") NAILS Iq I' r 3r - 2. WHERE THE SHEATHING THICKNESS IS. GREATER THAN 11327, SHEATHING SHALL BE FASTENED "'kkk 7 _ WITH ASTM F1667 RSRS-031 Od (2W' x 0,131 � NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a= 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP CUTLOOKER GABLE ROOF > 20 RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 2]DEGG.. (4.12] [72.121 @ 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 TOETUD AND OR BLOCKING AT ALL EDGES A MINIMUM Y SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORETHAN IS'. (� NAIL AT BASE ROWS @4"O.C. W/BD COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4" O.C. W Bd COMMON NAIL. © NAI L OPENING PERIMETER w/(2)ROWS 04"OA. w/BO COMMON NAIL. @ NAIL INTERIOR AT VO.C.w/8d COMMON NAIL O STAGGER ALL VERTICAL JOINTS&NAIL 04"O.C. w/ SO COMMON NAIL. O. PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER w/Sd COMMON NAILS @ 4" O.C. (2) ROWS Lk TOP & BOTT. @ (2)8d NAILS YD.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF GABLE END. 15132` OSB - EXPOSUREI SHEATHING PROVIDE BLOCKINGF1 11 II AS REQUIRED PERT II II SECTION X-x IF NOT1 __ il____ilFULLHEIGFTrSHEET _ @ FLOOR SYSTEM NOTE! Btl NAILSRIVE NAIL :FASTENERSISH SHALL ST NOT MIN PENETRATE DO NOT OVERDRIVE NAILS: FASTENERS SXALL NOT PENETRATE SURFACE MORE THAN 1a" (2)- 2. TOP PLATE BEYOND 15Gr OSB EXPOSURE'I SHEATHING Sw�c �I�oLL - OT IC 1 ALLSHEATHING A 2N.T. BASE PLATE BEYOND SEE 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATI©N DIAGRAM ATALL PANEL BLOCKING LOCATIONS MIN 2 x 4 U2 SPF TURNED VERTICAL W/ 711 S' FLITCH PLATE TO W/ (2) 12d TOENAILS EA END. NAIL FLITCH 3IT' 'S" =NAIL S" PLATE TO VERTICAL W/ (4) 8d SPACING NAILS 314" i12" 1!2" 3__y„ NAILS @3"O.C. ST L STAGGERED B a" VERT CAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X T111313 WALL AND ROOF SHEATHING INSTALLATIO14 AND NAILING SCHEDULES N.T.S. II' II II 11SOLID 2x BLOCKING 1- II1IiI1II1IiIL'-__ IIIIlIIIIIIIiIII DWimp7j TJIIIIlIIIIIIiIL IIIIiILI EKES (SEESE3CHEIAOTNHXIN-XO) .1. C 0 I1111IIIIIII111II1I111IIII OPENING __'I:_ _D_- �__ z 11 1 II 1 W III III D III X III II II d�� - _JL_ _ iii iii. x D II 1 E II If 11 II I 2xSTUDS BEYOND. W� III1 II I II F I111 I I I I� !III II II I II II II II B II I SEE PLANx� o ll' I I If III. z III lIII I I I If I II 41 1111 II I II II 1 I III 11 II I l z � III I I 11 1111 1 II II II I III !III I I I I i r{ II 1111 II I- II 11 If 1 II 1 -_II 3 CONNECTOR SCHEDULE FOR: ADAMS HOMES '-1820 ELEV A.3"Car BEARING TRUSS ACTUAL CONNECTOR UPLIFT TRUSS ID POINT 'UPLIFT CONNECTORID DESIGN RATING FASTENERS NOTES C1-CS, CIV- CSV, D01G, E7, E7V, E7VP, L/R -4734or less HETAl6/PER TRUSS MFR 1810# (9)10dx 1-1/2" H7 H7V A01-A06, GEL, G02 L/R -925#or less HETA16/HETA16 1810#/1810# (9)10dx11/2' 9 10d x 1-1/2" G03 L/R -22714or less (2)HETA16 / (2)HETA16 2365#/2365# (10)10dx 1 112" 10 10d x 1 1/2" A01AG L/M/R -6384or less HETA16I H1OA/PER TRUSS MFR 1810#11040# (9)10dx 1-1/2" 18 10d. 1-1/2" (18)10dx 1-1/2" B01G,B06G L/M/R -6064or less H10A/HETA16 /PER TRUSS MFR 1040#/1810# 9 10d x 1-1/2" (1)16d@4"O.C. PER GE01/S4 @CONT,. A01CG CONT. /M/R -441#or less NAILS /HETAl6 /PER TRUSS MFR 330 PLF/18104 9 10d x 1-1/2" ERG (9)10dx 1-1/2 (14)10dx 1-1/2 A07 L/M/.M/R -703#or less HETA16/MTS12/ MT512/ HETA161810#/990#/9904/ 1810# (14) 10d x 1-1/2 - 9.10dx 1-12 (10) 10d x 1-1 2 / (2)HETA16/(2)HTS20/(2)HTS20/ 2365#/2620#/ (48)10d x 1-1/2" A08 L/M/M/R -1849#or less (2)HETA16 2620#/ 2365# (48) 10d x 1-1/2" 10 10dx1-12" HETA16 / 1810#/1040#/ (9 ) 10d x 1-1/2" A01B6 L/M/M/R '-575 #or less (18)SOdxl-1/2" THIOA RUSS META36./PER TRUSS MFR 1810# g 10d x Ll 2 D02A CONT. -175 PLF or less NAILS 330 PLF (1)16d@4"0C PER CELL /S4 TRUSS MANUFACTURER: EQEJl LD DATE OF LAYOUT; DATE OF TRUSS CUT SHEETS: 4/28/21 L = LEFT R = RI GHT & M = MI DDLE BERRI NGS SCARING " LOCATIONSARE REFERENCEDTO TRUSS MANUFACTURERS TRUSS DRAWINGS " " ALL CONNECTORS ARE SIMPSON PRODUCTS: SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS 8BR SYP CONIECTORa FASTENERS SPF SW OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 1810 5M HTAIBW(1°)Q HTAz°"'°)lWx lW °'°"„m RT7Aw/o0)Htl ENIL3 INS 515 48)0 585 O FRAIIIETO NABONRY �FETA20w11°tllWxl I&'' © FRANS 70 FRAME FQ5PW(10)BO NAILS AN © O PANNECE lMo VYAT2RYTR66ES ry10A-2 WII BV '418 tO40 1080 A0 RTISAWM711w x 11w MIS -2WD8)10dx11ITAT2MYTRBSES MFAP2w04)1Mx1112"(ATEXTN1OR LOOATO INCLUDE I3)iitl TOENALB SBb ON 0W 1020 1060 1136 O FPAMC70 FRAME MIS12w/(14)10dx11G"fATEATER10R LOCATION INCLUDE (3)12d TOENAILS) Jw x� OFRAM6 t0 MASONRY MCY`W(22)IWNAI1.BANDSrd" A.T.R.wII2" EMBEDMEW.81MPSON`BET'EPDXY ® 3N5 MWT1b W12311MNA4SANO Bw' AT.RW 12 EMBEDMENTWBIMPBON'BEP EPDXY 33� M95 OFRANETO FRAME HT620wIR4LlWx11re(ATEXTERIOR LOCATION NCLIAE(S)12d TOENAILS 111M 1810 HTYMO WR4)IMxtl/2'IATEXTERIOR LOLATNM INg110E (�1MTOENAILS INS ib80 FRAW TO R)HTS0rJQW0dx I IM(ATE)VERIOR LOGTION NCIADE(6)12tl TOENAL9 71a0 ° RIMW20 wA4811M x1 V2°NT EXTERIORFRAME LOCATKI.INCLUDE (8)IMMENAILSSEA) 2wo 3M0 O FRAME TO MASONRY HGT-2wl(1811NNAILSANDR)S/8"A.T.S. W12-EMBEDMENTWSIMPSON' Nr EPDXY (HOT-3 FOR 3-PLY) 19690 H1crt W(1%IBd uAILa ANO (gaB"AT.R. W1Y EI.BEIXdENT W91MP90N "SET" EPDX("UGTSFORWLY) 7020 9790 OFRAME TO MASONRY FGTRW(t6)V4•xM'SDS WOOD SCREWS AID(2)11Y 15- TITEN HD ANCHOR BOLTS 9400 4745 RFUSWoZM3Y9000SCREWSANO N)S1VxTMME-9OLT 7100 J1 0 FRAME TO MASONRY 0)LG1TW(l6)1WSINKERS. a INIH x 2-1H' IITEN 2 I 1M0 2030 Q FRAME TO MASONRY/ FRAME R)LOTT wI (3211A1AN4EA9 a(14) IWx2114-TITEN(2PLYTRUSS) OR R>H 16d SINKERS FOR FRAME (FA) 350DM S24DF 408DM 3>]04' RILUOT2W(%o INSINKERS&0o) 1/4' x3"WEOGEAOLTRPLYTRUN) OR(3211MSINKSKSFORFRAME(EA) 110DM a906F 31004 46204 J8 MASONRY/. FRAME 8(8&8'xT1TEN(ZFLYTRJS6) OR (d%tM MNKEg9 f0R FRMLE(EA) 41`�xL 9U'0•F 6570-M �� .SCREWS&(4)Wx7W8RPLYTRUSN) OR(�71M RNKER9 FOR FRMIE(FA) *9bOF 7=4 ma4 /'"1 BE.9M TOI HIM 100PT HUC410. 0111 IW10011M (N'2030 HD410OFTHWiMFw112%Ibd&f10110d I lunits O 12)14"x'C- MA U9 N13MANY/ (2T N 03 U7BSD294TT FRAME ON(12) IM A(e) 10d(FORMANEI SYAF SYP.M 000211Ma(a) IM(FOR FRAME) SYRF SYP-N MANS R)HETAIII OPT R) HETAN 1p20 Two R) HTA180PTR) HTA20 LIDO O MASOONRYNRY 1-PLYw/(10)1Mx 11/T OR 2a66 23a5 1-PLY W(10) 1 M x 110 OR 2430 2 MY W (12)1@d 2-PLY W (12)16d HTSMIBWBIM MAILS AND 'M 114" () (4)114 90p 1110 11P 4" HTWMI6W(8)1 MNAE8AND (d) x1A 1148 1228 O TAPCR f3& WEDBCL T O "ONR MASONRY HTSM20 W D%IM NAILS AND(4)U4] 1H' MM 1110 OR HTWMM wl(I OI M NALS AND (4) IWOIN' TAPOONe WEDrxE.Bd.T 114a 1226 OFRAMETO P HIM W(8) Etlx1 la' W111.e AND (2) 3A`W' T80 810 MASONRY TITAN HD FRAME TO DTIBEwIB 1M Al 1IT BOB WOOD U DTE-TiW 1H"xt l/T W910 W000 ly O O MASONRY 6CAEIMPSO 11YY6ATNCTE XIEDW U 1835 2/45 SCR E 1 1510 1895 SIMP90N "8ET"eEENOTEM rISESNOMEOXIEDw/ 81MPSON°aET"SEE NOTEM SMRSD TO HT15 W(28) 1w 1Q 1MNML9 AND I1164T a HTT46WR8)16dAI1TNALSrW6111 ®FRAME MASONRY ATAEPO(IEDw1MMP80NTEP 4375 5030. 518E A.T.R. EPDXIED w/&Np60N 1FIr W05 see NOTE M BELOM ISEE NOTE" aBLOM4 HTT4 W(ia) IN 4 IW NAIW AND H IWa'B WT45 W 118) Iadlfl 112' NAE AND(11 © MASONRY ATR.EPOAEDw'61MPSON'SEr• 3840 4235 518"9 A.T.R EPDXIED W SINPSON"BET - 4160 (BEENOTEMBELOW) (B NOTE M BELOW) O. FANNE O HINW(24)1Mx1112' NALS Tap 910. LUGHWG3)Sd.l Vr NALS 97b 1046 OFRANFRANIETO HM9KTW(4)1/4N11( SDSWDOO 7� 7M RnBMWI%1Odx11lYNALSa 1395 1395 MASONRY SCREWS 6 RI IN"x2114-TAPCONS (4)1N'xi3N"TAP0ON6 FRAME TO VGTW Rfi)1/4`x9`SDS WOODSCREWS& O MABCNFY ItINYBA.T. N"SET' 966p 4990 lr MIN. W 1T MIN EMBEDMENT WOO wNS OFRAMETOV)VGT*(3)114x0D8 MASONM A()pISBA.T.REPOAEOW.D' BN nay 'BEP'W IT MIN. EMBEDMENT 0 FRAMETOHDW-9D825 'D W(18)1/4,-S03YDODSCREWaa w1(ls)IM- lweDSWOOD 8285 45g5. MUGTi5w/122)1M NNL88NI'T45 WD8) 4160 FRAME SCREWS & (i) ba" B AT.R IMNAILS & N/M PIAT.R OFRAME Y TJ R) HTTp W (62) RBdx21/T NALS a 4378 5040 (2)HTT4b W Ib2) IBd56IIT NAILS - 50p5 FRAME (1)SN"B AT.R(e NOTEM) elfl SlB'BA.7.R IEEE NOTE W)' OCNCWI I!IWNCI1IfD NI11CD. 1. CONWCTALFLOOR7RUS STOINrEPoOR r4NGWOODWALLS/BF-A8 1(a)126TOENAILS. 2. ALLTRU88TOTRU88CMMCnONSARERiW10E08YTRUSBMANUFACNF£R,UN.00NPIAN. 3. O.C.MAYUSEEITHERAMMMORUSPCONNWnMS.BEEFRAMINGPLANPo CONNECTORCN10UT. 4. FOR SINGLE PLY TRUSSES, SCAR ON FULL WIGHTSYP#1Pn"TOTRUW VERi1CN_WEBW(2) SOWS OF IRA NAILS 0 S.O.C. STAGGERED. b. 1Z' MIN.A.T.R. EMBEDMENT 4'T CMU BOND BEAM U.N.O. 6. SCAB WSCHORDW4'-0"2x3YPa2(MATCHd OMWMBERBRB)w1(21ROW81M@4'FAOMENDa4'O.C. STAGGERED CENTERAT CONNEOTORLOCATION AS MUCH AS POSSIBLE. O MINMKCgNNECTORUNOGNFRAMINGPIAN 1. CONNEC"IONFOR ALL ROOF/FLOOR TRSBESTO MASONRY WALLEUNTE.& ]OF WALLS UMI ON PLAN 2. CONW"C A724.ORB70.C.PE MNGVERTCALSFORALLMOOR7RUSSESPARA.1-ELTOMASONRY WALLS SEE DETAIL FB1VXLI FOR MORE INFORMATION G CONNECTOR FOR ALL HIP JACK(CORIFA JACK) TO MASONRY WALLSACF WALUSUNTELS 4. CONNECTION FOR ALL CONfINMUa RIM BOARD TO TOP OF MAACNRYAT M' O.0 MAX W(2) Ai EACH CORNER. Go. TO VERIFY LOCATION DOES NOT CONFLICT WFJI OF APPLICABLE) LAYOUT S CONNECT ALL FLOOR TRUSSES TO IMIEMOR BEARING WOOD WALURFAM3 w1(2)12d TO"Le 0 MIMMALCONIECTORUNOONFRAMINGPIAB I. CONNECTONfOR JAONTRU88 TO WOOpWALL OR BEAM On MINMALCONIECTORUNOONFMMINGPLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH,) SHEATHING - SEE [RSH) SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16j, Ose EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 30d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1A - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY REFER TO ROOF BOCC PLAN0 &HELEV'S. ROR C.M.U. OR ICF WALL 0 -METAL DRIP EDGE 2 x SUB -FASCIA SEE TYP. WALL. -ALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENED 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD OF EVERY OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (+**) BLOCKING W/ (2) 12d NAILS. CONTINUOUS SOFFIT 1. Q.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LIWED IN THE DESIGN CRITERIA ON COVER PAGE, 2. 2x2 #2 MIN. P.T. W/ JCHANNEL SECURED AT a4w O.C. FASTEN TO CMU W/ 3/16"x3" TREN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ OA4✓?1NX32A" AT 16"O.C.) 3. (F) CHANNEL APPLICATION' 2x2 NOT REQUIRE[) EE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INST ION DETAILS (**) ALUMINUM SOFFITS> 1'-4" BLOCKING REQyI�ED. (***) VINYL SOFFITS> V-O" SHALL HAVE FOR SOFHTS < 1'-4" MID BLOCKING NOT M]RED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=V-O" I PPP/ ww�O��gi wogPC S E �Oe g F10 P� L•'t� vxH 12/)Ji ILLyNA b (D F PgS - 10 W W $� U E t W J Q95m ILLjIg Qom" LLO W (6 a tll-�H a CC G 1p ea Bas 3 [Al� B � DO d F Z -1 o K § o. ' S WWW.FDSENG.COM ❑ ❑ ❑ as (9 ? 7 0 T Z� a Ln rJr m Qw H J pp U -NE E' c5i Dp DO C Q Noam uOo a S HoS 1.ORIDA CONTRACTORS! LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: Z d O TH DO M N O J N Z D ® DO O ® I Model Name / Number: 1820 Plan Issue Date: Monday, May 17, 2021 VI KA PROJECT NUMBER: 21-4882 Sheet: Of: LINTELBEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 NOWSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL SILK, CELLS WITH 3000 P.S.I. GROUT ONE #5 BE LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB MS021 TYPICAL SHEAR WALL SECTION N.rs TYP. TIE BEAM W/3000 P.S.I. GONG. W/1 #5 REBAR CONE. SIMPSON Sprat W/S) - SOd X 11/2 SPED OR SPB FOR 2xED AND 2x8 WALLS --=2 — -4 -� DOUBLE 2x TOP PLATE i' STANDARD HOOKS SEE MS05 FOR MORE INFO TIP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL I, 3" C.M.U. 2"x #2 SYP/5PF P.T. W/ (3)1/2' X e" EXPANSION R ANCHORS OR (6) 3" X 1/4' TAPGONS OR (8) 2 7/8" HILT[ TU(-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. MS03 nnncllnInv nnnl NlCnTin Nl nCTAII #5 REINF. 20" MIN. LAP Ems BAR q #30R#4 REINFORCING BAR #a A #4 LAP SPLICE 2 HOOK #5 1 AP #5 REINFORCING BAR SPI ICF SCALER"-1'O" 36"MIN. LAP #$ REINFORCING BAR • ORADE 40 U.N.O. #S I_A? SPLICE MSO5 REBAR SPLICE DETAIL - GRADE 40 N.T.s. ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4^ X 2sA• 12^ O.C. 1 2 x 6 1/4" X 2S4" 12" O.C. 2 2 x 8 1/4" X 23A" 12' O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST .LINTEL P.T. BUCKS S 1/2^ O.S.B. BETWEEN IT - FASTEN PT 2 NAILER TO MASONRY i I IF DOUBLE 2X NAILER IS USED, USE 1/4^X 4 1/2" TAPGONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. 3 4 O ALL ELEVATIONS O HURRICANE N ANCHORS (TYP.)---+ A: MR. h °aaaA a1 TN rwf. m Pa°o wxo.54P J� •Y. C.fW. p g MT 4 S IimN aT eoTT°F p 0. ao Ler`tz uvm 5pti°P Pk Neceo. O we'dCNgL PP/XIpCD N LMRL KM M s'vgnxdL wpiN TYPE DESIGNATION F. iLLID wnx 4Pcur r v • uxnu.� aWN�Y 6 h I�aR di AorTm oc LNil c4vm SFI4-1E3/IT xanvaL accow snd. di *ol= MATERIALS 1, fc precast Ilmels = 3600 pal. 2. fc prostressed llntels=6000 psi. a. f c grout= 3000 PSI W/ maximum 3/8" aggregate. 4. Concrete masonry units,(CMU) pa ASTM C90 W/ mtramum net area aomPFe.eNa seamph - 1900 psi. S. Reber pmvlded In precast lintel per ASTM A615 GMSO. 6. Flaid rebar per ASTM A615 OR40 a GR60. Pmstresaing strand par ASTM A416 grade 270 law Sonstbrn. 7. 7/32 wire per ASTM A690. S. Morter per ASMA C270 type M or S. GENERAL NOTES 1. Provide full mortar tread and bed Joint.. 2. Store filled Intel. as required, S. Installation of lintel must cOrrk* with On archtectural end/a sWcbxal arawings. 4. Untele ere Ormulacturetl with &1/2" long notches at the ends to accommodate yeRical Eels reinforcing end gmuti g. 5. NI Iimels meet or exceed L/3E0 sarliaal doaecDon, except Ilmels 1TA"and longer with a nornhou height of S' meet of exceed L/180. B. Bottom Field added mow to be located at Fite bottam of the lintel cevty. T. 7/32' dlameter We SINUPS aft weldod to the bottmn steel for mechanical ancIdwage. S. Ceetln-place a..CSEE. may be provxled In composRe lintel In lieu of concrete masonry unto. 9. Safe load ratings band on rational design analysis Me ACI 318 and ACI 530 10.Umel min, depths are called out on lintel plan. If COIltratn4r installs a deeper lintel then Indicated on the Plan. doing this Increases the strength of the time and is aMm ed without mgeying lotler. If a smaller lintel IS installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. Ag muss breed on minimum 4^ bearing. FXception: Safe bracts for Unmled llntels must be reduced by 20% If bearing length Is lase Man 8.1/2". Safe leads for all recessed Ilntats based an 8" nominal bearing. 2. N.R. - Not Rated. S. Safe leads are mtel grache 0 or ace SO fi load Perea the section apecltetl. 4, fiefs leads based on grads 40 a grade 80 Field rebar. 5. Adtlttlonel lateral Ivetl capadty ern be oblaHetl by :he tlealgner by providing atldlore] telnforead masonry above the p:ecest lintel. 6. One #7 Faber May be substituted for We #5 rebas In 8" llntels ally. 7. Tire designer may evaluate concentrated Toads tram file ea!e low tables by calculating the maximum resisting moment and shoe at des ey from the face of 9upPOM1. B. Fa oanposNa lintel haghts not ahmon, use safe load from rmt Eager hegto. 9. All Safe leads In units of Paunch per linear foot REVIEWED IFOR CODE COMPLIANCE ST. LUCIE COUNT" BOCC PRECAST -U" LINTEL W/ 300OPSI CONC. GROUP SHALL BE FLUSH F ATOPENINGS SEE GENERAL CONCRETE WPM TOP OF WALLLINTEL SCHEDULE FOR REQUIRED REINFORCEMENT B n 1A" STD. 90 HOOK . . .. ,,, L,,,,, ." 's: ire e+ ..A REBAR ON BOTH SIDES Of OPENING U.N.O. FIDE KNOCK -OUT. K FOR RMT PLETE CMU COURSE W SILL & FILL SOLD L) #S BAR FOR ALL IOW OPENINGS 6'-S" HOOK ry 9 y N 90DEGRF°— 7 WWrO E 3000 P :. W/1 #5 IMIMMMIMMMIMN JIM SEE FOUNDATION ,�— SEE NDATION PLAN L FOR LOCATIONS PLAN MS01 I BLOCK WALL REINFORCEMENT N.T.S. TYP. BOND BEAM W EES'x16"K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIAL RESAR INDICATES FILLED CELL FROM Fra. TO BEAM WITH 1 #5 BAR MIN. i �`�a`14aTTTOF?�F ��i� 0y°�QQ0 • Fi S E ,p'•, I S O 71T1 If FI1eLiA T I T L C 5 U — or (D Ow F J� I , .V _ U �N E �. U O CI \DAMS HOMES FLORIDA CON(RACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: /M LL O Frar— Z N r C � LI_I O i •F) rn tv uJ m N Cp O7 � U co .� P 3 3 zIle (0 a p —j LULL Z) rr S .I W VJ y, U7 Li- VIMade] Name / Number: JS20 VI Plan Issue Date: PRE-ENG. WOOD TRUSSES @ 24" O.C. 1/Z" DRYWALL I CONNECT ALL 2x STUDS TO TOP PLATE WITH (4) 16d TOENAILS 112" 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/ SCRE (G.C. 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. 1/2" DRYWALL R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION WOOD BASE SEE FOUNDATION PLAN FOR SLAB INFORMATION TT LL I x CLEAN COMPACTED TT H FILL F. • .� ' 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 APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- MH1 - ON FRAMING SHT. FOR SHT'G & FASTENERS. tiTRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FACEMETAL DRIP EDGE 2XSUBFASCIA SOFFIT. SEE ARCH. PLANS ----4-- SEE PLAN FOR HEADER SIZE EXPOSURE 1 ON EXT, O.H. EXT. WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. GRADE N � Q SEE FOUNDATION PLAN FOR FTG REQUIREMENTS WS02 I TYPICAL WALL SECTION EXTERIOR FRAME —CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926-98A —2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE TB13 ON SHEET 6 FOR NAILING INFORMATION FOR WALL SHEATHING. —P.T. 2X #2 SYP. BASE PLATE w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD TOP OF SLAB _ 3/4" =. 1'-O" 2x6 #2 SYP P.T. 0 W/ (2) YVx5" WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL U MIN. 5 PER JAMB. VERTICAL o L SECTIONAL ® OVERHEAD DOOR CONT. P.T. #2 WOOD SYP 2" X 6" b o TRIM 2"x6" P.T. WOOD JAMB �Il� DOOR AND CONNECTION PER J GARAGE DOOR MANUFACTURER TYP, GARAGE DOOR TRACK MOUNTING DETAIL v GARAGE SLAB MS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.s. 12 SEE PLAN PRE ENGINEERED WOOD TRUSSES @ 24" O.C. I I 1 I I 1/2" DRYWALL ' ' FELT PAPER OR TRUSS PLATE 3/4" P.T. NAILER 1 1/2" DRYWALL CURTAIN NAILER 1 x 4 R.T. @ WINDOWS 1 x 8 P.T. @ S.G.D. PRECAST "U" LINTEL SEE SCHEDULE NOTE: 44" MAX. SILL HGT, ON ALL BEDROOM WINDOWS. WINDOW STOOL n PER SPECS n H PAPER BACKED FOIL R-4.1 N H INSULATION AT CMU BLOCK WALL u PER FBC AND ENERGY FORM U SUBMITTED WITH PERMIT APPLICATION 1 x Z PFURRING 1 x 4 P.T.T BASE NAILER WOOD BASE SEE FOUNDATION PLAN FOR SLAB INFORMATION 1 1 1 ; 1 'SEE PLAN FOR RE -BAR QUANTITIES 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 SHTG & FASTENERS. TRUSS ANCHOR (SEE PLAN) _ _ _ SEE PLAN FOR Igh BRG. HT. ETAL DRIP EDGE 2X SUBFASCIA SOFFIT. SEE ARCH. PLANS Sx8x16K.0. LINTEL BLOCK O,H. W/ (1) #5 DIA. REBAR & SEE ELEV. 3000 PSI CONCRETE FILL CELL -(1) #5 DIA. REBAR W/ 3000 PSI CONC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS VINYL FRAMED WINDOW W/SCREEN PRECAST CONC SILL EXTERIOR FINISH - ;ADS\ ry (SEE ELEVATIONS) FIG. DOWEL #S DIA. REBAR 17" IN CONCRETE - 25' EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN — _ TOP OF SLAB SEE FOUNDATION PLAN WS01 I TYPICAL WALL SECTION - 81, CMU 3/4" = V-0" SIMPSON HETA 16 EACH NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE AN -C. =1 FENTRY CMU COLUMN/BEAM N.T.S. 2 X 4 P.T. PLATE KEEP IN 3/4" FOR SHEATHING AND LATH WITH FINISH (TYP.) ALL SIDES 1/2" x 8" J-BOLTS— (1) CENTERED EA. SIDE w/2" WASHERS (TYP.) SIMPSON LSTA30 w/11-10d TO BEAM & TO FRAME BELOW / PLAN Al -Al I i 1 (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR 44 w/ 2x4 POST UNDER EA END OF SUPPORTING BEAM. NAILED w/ 8d NAILS @ 6" D.C. (TYP.) FRAME FOR COR- NERS FOR NON LOAD C BEARING SIDES NAILED � w/ 16d NAILS @ 8" O.C. (TYP.)4 COURSE HIGH A.F.F. CMU BASE FILLED w/ CONC W/ (4) VERTICAL RENF W/ HOOKS INTO FTG & AT TOP OF COLUMN SEE FLOOR PLAN FOR BEAM SPEC. SIMPSON HETA20 Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER POST EACH END OF BEAM NOTE: r, 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE + INSTALLED ON INSIDE OF COLUMN. DO NOT BEND TL ° •off--°° STRAPS UNDER PLATE. PLACE STRAPS IN FILL CELLS w/#5 REBAR :4 (TYP.)4 COURSE HIGH CMU BASE FILLED W/ CONC - SEE PLAN FOR SIZE. TOP OF COLUMN BASE - 2'-0" AFF NOT DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE CD22 I ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC' ,NNeelanrryrrr ,e% % TOR/�ps /N5 L I �1l9- w "t R O ODL In m r e � Lo Q dim xk �t ik $ W 311 T g t"g Q W`X 2" m wHs'1E W� E R18 m ¢ a 9. 'F"o n" G� se 2 6 -1 r �—o s � ❑ ❑ U Z W Z 0 N Z ¢ cn N V I a O m ^^ W LL o Q w (DUr) c c Lr1 � M H J !h U—NE = U c � y Q N 6 a fe+Tr HOMES -DAMS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O z �Lo c Lo LLJ N n M m (D o 0 a z � N it o J L u Z) Ln o LL J m U) (n Model Name / Number: 1820 Plan Issue Date: Monday, May 17, 2021 KA PROJECT NUMBER: 21-4882 Sheet: Of: TYPICAL FRAMING DETAILS STRUCTURAL SHEATHING CLIP EACH TRUSS ' (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON , SHEET 4 STUD ANCHORING: STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FED AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS ; AT 16" O.C. EXPOSED TO INTERIOR SPACE) ' , 2 X 4 P.T. STUD TO SOT PLATE: SIMPSON SP4 I LINTEL ��'!• NOTE: HOLD FRAMING 1/2" ANCHOR BOLT `� TTORR�. ra,, BACK FROM FACE OF BLOCK @ 32" O.C. >3ga / > FOR SHEATING TO BE FLUSH . ., WITH BLOCK FACE 8" CMU WALL ��OQPO�'�N S'E • ' s =ter WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1 4(*.( <11 ��• s�P oP`� � PROVIDE 2x4 ON TO si•���UQ F •'O a` ,'� OF 2x8 TO BLOCK OUT 2 ROWS 12d @NA1��s m TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE a (SOLID BLOCK W/ 2x6) O STRUCTURAL SHEATHING 4g„ •` �� 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ 2x4 STUD ` ` EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE ,I BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 i \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD SEE GE05 FOR �`�\ �I \ SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE `� I ` (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN " FRAMING D T` I�` TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 . m N L I ` `� *NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF , g; E % B r m r STUDS) 12d NAILS @ 3" O.C. WOOD BEAM SEE `A`-g= W I �\ �� SIMPSON HUC410 OR (2) II_ r yk TOP PLATE TRANSITION PLAN FOR SIZE pp I I � �,d i' HUC210 eg ` Z TO BUILT-UP COLUMN g'�s" PIPE OR DUCT w/ OUBLE 12d + +I ,+� SUPPORT COLUMN BUILT-UP MIN. 8 " 1• N a a ug PENETRATION THRU TOP SPLICE ,� , B I+ +I N TOP PLATE w/ MORE (3) 2x4's OR 4x4 W/ (2)-I0d "w w o THAN 50%OF TOP €' LLB In � ROWS 12d NAILS @ 8" 4 x EACH PLY @ e Q ° W 2X TOP PLATE TO I 3 PLATE WIDTH INSTALL @ 3" D.C. (SHOWN AS 4 x 4) Is B ¢ g Q O GABLE END W/ 16d I SIMPSON PSPN5167 (2) SIMPSON HETA20's B $ . e O NAILS @ 6" O.C. D- w/ (12) 16d NAILS TYP. , ,, �. �, ° a x N = ¢ d 48+ w/(12)-16d EA. TO COL, =- W a 8 °° m _ I _ _ TOP & BOTT. TYPICAL BLOCK ' CENTERED W/ (13)-10d NAILS ° Ee 0 8" rn ko I 41//V •'� M ALT: (2) MSTAM36 STRAPS _E �. g Z m a � NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE �, � � Z + + + OVER STUD z W +I „za,tiz TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. WALL `4 TIE BEAM TO o A qS cD SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ I-� www.wseNG.coM 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PLATE SINGLE BASE &TOP /7 C9 _ TOP PLATE W 8d 2 1 2" x 0.131 NAILS (i'\ I,i//' PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED Z 0 SHEATHING z Oo 0 COVERING NOTE: Z Tv PLATE LENGTHS MUST BE AT Q — LEAST 8'-0" LONG. TYPICAL a in GE15 FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/4°=1-0" CD04 BEAM @RAISED ENTRY MASONRY WALL N. V 1 z N (� 1 J I 2x8 SYP #2 u LL �/ o M IL TOP &BOTTOM OO Im ATTACHED W/ Ln (1) ROW 16d 2x6 SYP. #2 �� NAILS @ 16 O.C. RIPPED Y w ^* DD C) BOX HEADER DETAIL c aY * CRIPPLES MAY/MAY NOT BE PRESENT. a -4 01F ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION ,-, DAMS HOME'S (1) JACK USED AT EA. SIDE EACH SIDE OF OPENING G.C. TO 2X BLK'G. W 2.8d W/ 2 8 INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED led 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE( PER SIDE INTO CMU AT JACK TO HEADER, NO BASE ED E VIE (D-0102- L=31/2')OREQUAL P = 0.162% L= 3 1/2") OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END I EA ENO JEA END LESS THAN 4' (1) 2J 1 (1) 1 (2) >4' BUT <9' (2) L (3) 1 (2) 1 (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR _ NAILED TO TOP PLATES, HEADER &JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA32563 HEADER SIZE &GRADE NO. & SIZE OF RAFTER TIES EACH END SEE PLAN FOR BEAM SIZE (2) LSTA 30 DIVISION LOCATION: NOTFq, I CONNECTOR REQUIRED PORT ST. LUCIE 1) ADJACENT NAILS ARE DRNEN FROM 3) FOR 4 PLY. PROVIDE 1/4"OA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) (3) 16d SEE PLAN SEE SCHEDULE Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR SP4 AT 2X CRIPPLES @ 16" O.C. THETHICKNESS OFTHELAST LAMINATION. ADDITIONAL INFO. COMMON FOR WLLSP2 '- 24" O.C. NAILS(TYP) W/ AND BOTTOM TO TYP. WF37 TYPICAL COLUMNS DETAILS HGT. TOP AND BOTTOM STAGGERED ED NAILS N.T.S. STAGGERED @ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG --A CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" II %i . • . PER LOCATION I101 No, w, 1/ BNAILS ' • O.C.• ••' NAILER Ih , 2x W/ (2) 16d TOENAILS - EACH WHOM • C• • 8' EACH END A . WITHOUT 12" 0/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS �/ IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 O STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH S[DE FILL ALL HOLES IN DOUBLE 2 x #2 z O rl STRAP S.V.P. HEADER W/ LID 0 111" FLITCH PLATE w i d 10d NAILS @ HEADER. (U.N.O.) Y M 8" O/C TYP. FILLING AND BLOCKING AS DOUBLE 2 x 4 .REQUIRED FASTENED TO ~ U m CRIPPLE STUD HEADER W/(2) ROWS (17 �a' JMM TYPICAL (U.N.O.) _ OF 12d @ 16" O/C UNLESS o 'W^ 1 LO LL NOTED OTHERWISE ..I W v/ v!I VI Model Name / Number: 2 x 4 STUDS TYP. 1820 SIMPSON FITT4 W/ (18) CMU 16d NAILS & A 5/8" Planlssue Date: EXPANSION ANCHOR Monday, May 17, 2021 W/ 6" EMBEDMENT U.N.O. OP �N14'G OR 81/2" AT GARAGE KA PROJECT NUMBER: STEP DOWN HOLD DOWN CONNECTIONS * * NOT R QUIR D @ BEARING UPLIFT P.T. GOT. PLATE 21-4882 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. -- WALLS WINDOW OR DOOR OPN'G Shut: S 3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 1 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF09 I WALL HEADER DETAIL N.T.S. "��� TYPICAL WALL DETAILS MAX 9" UNSUPPORTED - 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O,C. MAX (2) 16D NAILS EA. END. SEE [RSH] SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP ' TO BE LESS THAN (MIN. FlRST 4 BAYS) BLK'G @ 16" O.C. ' OR EQUAL TO 45° , " - 8d NAILS @ 4" O.C. IF> 9" CONT. 2X4 #2 SYP W/ (2) CROSS RACING 10D X 0.131 @ 8" O.C. EA. SIDE ,. (SEE PLAN FOR - - i "� �. -I WALL AND ROOF SEE LOCATION) BLOCKING FOR SPECIFICATIONS 2x4 9x4 SYP FOR 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'41" TALL. 48 0 C. AFTER FROM RIDGE2x6 SYP L BRACE FOR THEN / GABLES 6'-0" AND TALLER. @ EACH END & CROSSING AT 45° ANGLE. ATTACH L BRACE w/ NOT REQ'D 1 WHEN FASTEN (1) SIM ON HGA10 12d NAILS @ 4" O.C. CONT 2x4 SYP OR SPF SPANNING (4) BRACE CONNECTOR FROM CABLE TRUSS TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10tl @ 3" O.C. (3) 12d W/ 3-12d TO CHORD (MIN BLOC PLATE NAIL GABLE TRUSS PER JOINT 1ST 4 BAYS) f� TO TOP PLATE w/ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT � - OVERLL X-BRAT 2x4 SYP OR SPF BLOCKING OC. MIN. 4 BAYS AT KNOCK BETWEEN TRUSSES @ 48" KNC)CK OUT COURSE NAIL TRUSS WEBS X-BRACING - 2x4 SPF OR A. O.C. MAX- FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP W/ (3) 12d @ EACH TRUSS w/ 3-12d NAILS EA. MASONRY WALL END TRUSS WEB ROOF SHEATHING, SEE NAIL TOP OF "T" TO GABLE4OFT" TRUSS w/ 2-12d AND 1TB13 FOR ATTACHMENT JACK TRUSSES, SEETB01TYPICAL CROSS BRACING DETAIL N.ts. TB02 TYPICAL CROSS BRACING DETAIL N.Ts. SIMPSON H8 w/OVER 10-1odX11/2' NAILSPLAN• FASTEN (1) SIMPSON HGA10'@ 48' O.C. w/ 8 1/4"x1 1/2"PROVIDE SN SDS WOOD SCREWS GABLE BLOCKING w/ 2-12d TOENAILS�`P •`% 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d ti �: i $� �6A CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILSNAILS ') CHORD EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE O � - r S P n'• 5� Oe'� �' TRUSS ALTERNATE TO BLOCKING ��s�r O� ���� A PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. ' I m ,,,, WOOD TRUSSES AT LEAST ONE TRUSS , 6" OVERLAP ,,,,,,,1 TRUCTURAL PACE ro G.T. SHEATHING -p ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 92 ( O TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK ""' OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SEE SYP TRUSS BRACING *SPACED AT 10'-0" MAX,00 1- PLAN (— v g � F00 � at 44 xE ��Nm6m Fi LL u 8� 8 �p 2X4 BLOCKING.�g+� HIP TRUSS GP W t_oi ip�ti� a (2i oQ S a BETWEEN TRUSSES ° y= a ?� Qgi .c W' W N V) a - SECT. A -A LLB (9 -9 O € jig agyyqg W8gp° o TB03 HIP /RIDGE BLOCKING DETAIL NT'S TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N-T-S. w3Hp � W,�'g''g m m Q ° 2� W U J h r 6 YWhW.fUSENG.COM ❑ ❑ ❑ Z �O — O TRUSS NOTES: O z o Q y 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 APPLIED, AND J N d (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT _ W r Z N WOOD TRUSS CONSTRUCTION. RILL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED ) TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY 1m ^ CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANYONE TRUSS. LL W w TJ 2. ALL BRACING (DB,CE,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL ,O LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. V 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4- ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Lu ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS ra U $ SHEATHING D ! _ DEN 3T04TRU55 x4 AS SHOWN ALTERNATE TRUSS SPACES DIRECTION C a0 Q N 0 q�p /+ MM i.W RUS 1\)DAMS HOMES l VERTICAL SCAB 2X6 #2 SPF 48" O.C. ' W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS 12)-1 NAILS OR HCLR/LL IN PLACE OF (4) SOD SE �ON TO EA TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED 0 RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS � 2x STUD WALL VARIES w ROOF DIVISION LOCATION: SLOPE / PORT ST. LUCIE gEE PLAN CONV. FRAMED RIDGE \ \ / / \ / . Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X5 42 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF 48' O.C. W/ (4) 12d \ BETWEEN TRUSSES NEXT TO PREENG. TRUSS 7r18 SLKING. NAILED EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE W/ 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d (3) REQUIRED w/ (2) MTSITS REQUIRED 0 RAFTERS GREATER B \ \ / THAN 8'-0" \ 2X4 SPF BRACE / -jF \ @ 48' O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END &EVERY \\ d SHEATHIN (' RAFTER \\ ALTERNATE DIRECTION O CB 2X4 BLOCKING BETWEEN BEVEL CUTS , TRUSSES W/ (2) 12d NAILS (OPTIONAL) Z B EACH END, GONT. EACH BAY B TB 2X4 SPF W/ (2) #7X31/2" / / TRUSSES C U0 O ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN v BLOCKING OR HS 48" O.G. / / N Ch PRE-ENG. TRUSS \ / / > %p 0j CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / / / `-{ 3 J d M U SEE PLAN FOR CONNECTION SIMPSON) OR \ \ / / � O J Uj = B 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 N2 SYP RIDGE BEAM Q (USP MP4) @ \ \ / / @ 2'-0° ON CENTER \ \ / / O TRUSSES W/ (2)-12d NAILS AT 8'-0" TRUSS 2X4 SPF BLOCKING \ /\ / Model Name/ Number: EACH END MAX 2X6 RAFTERS 0 2'-O"O.C. V V BETWEEN TRUSSES Max. w/ (3) 12a COMMON 24" O.C. MAX.TY 1 820 TOENAILS TD RIDGE BEAM WALL BELOW TYPE 2X4 RAFTERS FOR SPANS LESS THAN \ / \ ( / • .\ (3)12d EA. END (TYP.) SEE PLANS FOR ( ) 4 FT 0 2'-0" O.C. MAX W / (3) 10D SEE PLAN ivG CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM STEEL WOOD V Plan Issue Date: 2x4 CONT. D G T & B CHORD BEARING SUPPORT Monday, May 17, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING SEE PLAN FOR MORE SHEATHINGVI ����A����r��g� ��� INFORMATION 21-4882 2x4 S.Y.P. @ 16" O.C. Sheet: Of. T11306 BLOCKING AND CONVENTIONAL FRAME DETAILS N•T•S• TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS n 6" H THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 114" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predriiling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record Concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P,T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/1611 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 J. 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE 6- 6" 6„ SINGLE DOOR SINGLE DOOR W SIDELITE r„ 6" 11 DOUBLE DOOR W/ SIDELITES 'A fE II 6" iPACE :VENLY 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 19-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. o TOP OF SLAB 170 '' r ! r ` Ir - Ir O z I ' o Tom— 16" MIN. DIAMETER ° a I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. ,PACE VENLY W10 I ft.0t Oecw Rake Edged Sass 7' deces to use S- S" 8" IF S. " SFA NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING MILS. 3/8' MIN HEADS. G PER SHINGLE. EdIfa°t , c"dmnmr^ A" )qp 1" 1¢ vaimy Cerllenirle — ' SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT ALL LEVEL VALLEY LOCATIONS DGURED, PAINTED rEXTER.WALL FINISH " x 6" H GALV. SEALANT APPLIED BEHIND FLASHING AND EXTENDINGA MINIMUM OF 6"ABOVE VERTICAL RISE OF HASHING VERTICAL WALLLASHING DONT. AT KNEEWALL T ENTRY x s" [E-HORa. FLASHING DETAILS NOTE: THIS DETAILIS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS " 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP ; W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN, 4e FROM END AND 16" C.C. TYPICAL x 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 N • .' 1/2" DRYWALL FLAT HD."TAPCON"SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 161, 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 } PERiJ4fE rER - ^ V44 MAX. I! CAULK $H3:M`SPACE y OTHERS o.rt114+�t w` TNTERTOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S DRIP EDGE. 1P EDek AT 101S. CAREER n1. EAVE OR SHEATHING , Nandmum Fa mr d wall�: ()ambs, Head and 9111)"g 4"'---.i•"— B g 6" 4. Or Eater +'{- i F".-6' _-r` /Rlla#le �T_ Screw #1D, screws t. on ma e" Ponuaon 6ladmi; d 1-318" Mounting Cross Section V few atorlar vwm Of li float Vwk *W Mliimuh w �' fillhddne 1� E*riw sheathing Note: Wes nptyrernmmend the use a/Nashlrtg and/or Rash/ng rapes .and sllryandlfifl MA57ME2111-0I.Howeve," M yar/adan In codes and building types, It N left up to the and user to determhro IS, hldta/N#on Mtheae/terra. LEAVE THE GUNLE WRAP Before maul lUg your window, thew w rap maybe MMSPINOW, but please re-ttkk the wrap ro _ Voted the bbtks from scatctas and other damage until tarisbudko a tornplete. . said Measure to bewethe opening Is 318'MU2"argerthan to window size both w:ltcaly anM.tpdcontaly. • You may wish to pre-01 the Installation noes In tN fin at the tone. Me X &PxdrW honey mtlre mcumarg fln as MW ere not Step Appy a generous bead of silken tot the backsideof the mounting fin. Use Enough salome b sufinerNy fill all wills between the fin and the wall 9eadi . Step 3 Insertte widow Into the opening from the olu idle. The window is abeetl "inside" and "outs de, but If them label Moe been removed, theglarrig bead should always be to the Inside of the building, 9* 4 Install shin uMerthesili, adjusting them until the and Is plumb in the opedng. Shins should be instated under the sill away 2 feet The window should be besicAlly centered in the openIng with no mare than 1/4'gap between the window and wall fraMrg. Step 5 IMIa#10x 1-1/2' Wew 4" from the miner of to fin at each end of the had, sill and both jambs,. .Rep 6 Install to remaining fasteners In 8" Increased; from to caner screws to the came of soon frame member. Use tare not 0 over - tighten the screws and pull them through the fen. Also, make sure the screws go In straight and do not cause the fame to bow. Wag fraMrg Should be a minimum of #2 Sonice/fAIIP/Hr FdSbaner55Muld be #10 screws of aulfident length to achieve l-3/e" tin into the wall and no lea than 113" from edge of tram) Fastener gualNtieS needetl In each side or6eme to. achieve 8" q n' Member 10" 1E' 26" 34" 42" so" w 1 66" 1 74" 1 or w g8" Number of Fastemrs 1 2 1 3 1 4 1 5 1 6 7 a 1 9 1 1E 1 11 12 13 Stop 7 Remove acess inkon laiijussas our from around the On ad Impmt for hoes or weds. Use Owns to fill any vdds. Step 8. If desired, a foam Insulation can be applied to the interior gap between the window and wall framing. If applied, Mumust be Me NONEXPANOING rrPE FOAM. Step Shoe there windows she typlaity used in roans with high mbummi, It bathrooms, it is recommended that theAAekr gap between to window and wail framing also bemaed with sgknne and laded so as not to interfere with the installatim of wallboard, tie or trim. Rep 10 Once erg construction Is compete, remove the bubble wrap from the Inside and outside of to window. If necessary, dean to dock with a mild detergent and warm water using asoft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. wT m 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. 00 LLD w 1- SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. {{ggr a a)-'arn w a �E�2• gr1'rngs y _. on Product Approval Submittal Affidavit has a R Building Address: Contractor: M516 ugh m 2fi a Building Permit:F o a� Design Attachment u 6 3 Product pressures Manufacture Model # Method Approval #DO 5 www.FDSFNa. xxd. 0' Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z a NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Z rN ,D W/ 3/8" MIN PENETRATION THRU SHEATHING 'Q ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, t- COUNTY APP. Products, Inc. "0 a t" FROM EDGEA 4" FL21580.1 R-2 CCO ROOFING UNDERLAYMENT: v W 1st Choice TAMKO BUILDING AMKO No. 30 UNDERLAYMENT SHALL BE APPLIED ANDgFL2046l PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITHR905.1.1 O w ; Overhead Garage Doors: 1st Ch01Ce +30.0/-30.0 CLOPAY1— moo 18 xx 7 2"x6" P.T. WOOD JAMB WITH+30.0/32.0 GLOPAY 53W5 (5)1/2" DIA. x8""1" BOLTS 2nd Choice 8x7 om Q4Swing Doors: a °° a o �DRMA TRUL`ORP. ALL ONE¢ cao40 1st CholCe +67.0/-67.0 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20 1.12 +67.0/-67.0 THERMA TRU-CORP. SOUL) AND MIN. 12"O.C.THEREAFTER. THE DOORFRAME SHALL FL20461.1 ® DAM °HOMI S F113ERGLASS DOOR FIBERGLASS OR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN, FROM S 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 WN LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 THERMATSidelights PLAT PRO RU FL15215.2 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sliding Doors: MI WINDOWS & DOORS SERIES 420 SGD FL15332 4 DIVISION LOCATION: 1st Choice Alum r inn MI WINDOWS SERIES440 SGD FL15332.12 PORT ST. LUCIE n Alum. reinforced Windows: 0 Job Information: $540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON 1st Choice +40/50 MI WINDOWS Single Hu (fin) ANCHOR WITH MIN. IA' EMBED. TO ALL FACTORY DESIGNATIONS WrrH ALL FL 17676.9 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 Mt WINDOWS Sln4Je Hung flange) �oR IN5TAUATTIOTN THROUGPROVIDE Dx BUCK USE M WOOD INTO WOOEW D BUCK. FL 17894.2 3540 SER S SUFFIENT LENGTH TO ACHIEVE Vh" INCH MINIMUM EMBEDMENT +50.0/-50.0 MI WINDOWS Single Hung (fin) F'-17676.2 IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single R17894-4 Hung (finless) frame Mullions: I- M"1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 z 1st Choice MI wwDows Mullion 1 ' TAI'CON ANCHOR WIT U Fl NT L N HIEVE A 1sA IM-1926 Horizontal MINIMUM EMBEDMENT WITH i" MINIMUM EMBEDMENT WITH 1" MINIMUM S Mullion EDGE DISTANCE FL 15804.2 LLJ M Fixed Glass: > ° ° 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18844 Rf Z W d WITH ALLMIN.HOLE EMBED. SI ALL FACTORY DESIGNATIONS ® W WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD a� i BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE oyj ' ^ / ^LO 5/8" MIN. EMBED. INTO WOOD BUCK. J IJ""1 V / V J Soffit: Model Name / Number: Standard vinyl Staple 10" on center in direction 1st Choice +66.0/a1.6 KAYCAN LTD of length FL16503.4 R5 „E 820 Plygem / Vantorm Plygem Double 5 Double 5 standard (vinyl)10" FL12194.1 i0 Double 5 standard standard Vinyl Staples solid 144 vented . 45 Fl-12i94.2 Hurricane Panels' � Plan Issue Date: Monday, May 17, 2021 Dade County App. LL AM Ra 24" Ga. 24 GA. STORM PANELS KA PROJECT NUMBER: St Choice SHUTrER &GLASS SmrIn Panels FL16293 R3 I have reviewed the above components of cladding and have approve( their 21-4882 use in the structure. (Architect or Engineer of record) �gr-I�kor-n, r-nal Name: Carl A. Brown Certification Number: FI. # 5612(3 Sheet: S-5 FI. # 87864Of: — Name: Luis Pablo Torres Certification Number: MATERIAL Name: Certification Number: REFERENCE INFO (PSL) MECHANICALLY FASTEN As /'FOLD UPWEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH / RESISTIVE BARRIER WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER P R703.1 envelope steel I Exterior walls shall provide the building with aweather-resistant exterior waB envelope. The exterior wall DOOR ROUGH OPENwG _ TO BE U`J'ED, envelope shall include flashing as described in Section R703.4. WEATHER WINDOW UNIT �RESISITIVE R703.1.1 Water resistance. The exterior wail envelope shall be designed anti constructed In a manner that prevents the BARRIER WOOD FRAMECONSTR- SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE °� EXTERIOR SELF -ADHERED FLASHING 3D4 F BEAD OF CONSTR. SELF -ADHERED FLASHING SHEATHING SE LAPPING ED FL ADHESIVE TO BE ONSTR. UNDER 0.3 in: 12.0 In required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WALL BY6IN. UP JAMBE' EATHELIQUID NAIL CRANK PRODUCTS DETAILS Na"evetF"wix"ow, OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING for Type a felt or other approved on t lly, i t t upper shall be applied over etude or sheathing of all exterior walls Where 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where \WEATHER SELF -ADHERED FLASHING EXTERIOR joints occur, felt shall be lapped not less than 6 inches, Other approved materials shall be installed in accordance with the RESISmVE CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive PER FBC-R CURRENT EDITION 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS + 14'I 1'' ( ) manner to meet the requirements of the exterior wall envelope as described In Section R703A. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall include a water -resistive vapor-permoable 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 INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain RIM JOIST to the watepresistive barrier is directed between the layers. 1. Cut, fold up & temporarily secure weather Refer to the number marked as ® in each detail that corresponds to the resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head Bashing under weather BUILDING numbered items In the list Of instructions below: Exception: Where the -minute Grade barrier that is applied over from the stucco sheathing has a water resistance equal to or resistive baker t PAPER 1. Install Self- adhered flashing in order as shown by numbers absorbing layer r designed drainage spatte D er and is separated from the stucco by an intervening, substantially nonwater 3. Fold weather reslsdve, barter back over head flashing and 8 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape U O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle-fashlon or in accordance with the manufacturer's Instructions. Metal flashing shall be Scale: NITS SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant- Fluid -applied membranes used as flashing shall be applied In accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING /� �D +� Scoring cuts Instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW W P®� EXTERIOR DOOR WITH DECK - SECTION A V V I ®2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W 3 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 ptlrrrrn FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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 0920 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTMC1281, ��P��VOi TOgR zzr R RUBBERIZED ASPHALT Minimum AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in ��`. Qp FN S '•.�S 'r, EXTERIOR SHEATHING RUBBERIZED ) exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ADHESIVE P Y g PP EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold 85 Shown by arrows flashingS shall be installed at the following locations: -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of comer may vary, adjust foldingof the flashing accordingly to fit THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING g y y ) g g y 2 `�' NO FLANGED WINDOW tight to comer UP JAMB 6'. USE LIQUID NAIL BRAND 9 * , Lll REFER TO TECHNICAL OR EQUAL WEATHERPROOF CAULKING (SEE DETAIL WP01) 1.exterior window and door openings. Flashing r exterior window and door openings shall extend to the ge.surface Me of the .* ; JJ �ik $. Mechanically fasten as necessary exterior wail finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically rs OF LETTER ON CHEMICAL SCORED �IE N_ COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed 0 S V P in accordance with one or more of the following. �1s F • • r` '� (BEFORE FOLDING, WORE I O n L 0 `I SELF -ADHERED FLASHING, RELEASE TO EXPOSE SDI �q n'�" • �. vr�, r` SELF ADHERED } EXTEND A MINIMUM 6" 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the s� FLASHING VERTICALLY FROM nptESNEAssaowR) fenestration manufacturer's Instructions, In accordance with the fla%hing manufacturer's Instructions- Where flashing ��rA lfiil sy BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD 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 s + MECHANICALLY FASTEN As NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage- Openings using pan flashing shall incorporate flashing or protection at the head and sides. � a SECTION -A SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. Cp (SEE DETAIL WP02) 1.3 In accordance with other approved methods. ^L SELF -ADHERED O [ �\ 1.41n accordance with FMA/AAMA 1.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ FLASHIN'= ' "� 2 WDMA 300 or FMA/AAMA/WDMA 400. SELF -ADHERED FLASHING \ 5 2. At the intersection of chimneys or other imasonry construction with frames or stucco walls, with projecting lips on both sides under stucco copings. NAILING FLANGE Q 4 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS 1 6 4. Continuously above all projecting wood trim. DO NOT FLASH OVER UNDER DECKING 2 a H U7 uIt Oi BOTTOM NAILING $ (SEE DETAIL WP07) 7 S. Where exterior porches, decks or stairs attach to a wan or floor assembly of wood4rame construction. g u5 W to di FLANGE F le 5•a * * * 6. At wall and roof Intersections. g " � � SELF -ADHERED FLASHING SELF -ADHERED FLASHING \fl�B®� SELF -ADHERED FLASHING \A/p®ry 7.Atbulltt-In gutters. Is$ Oti w HALF ROUND WINDOW EXTERIOR DOOR WITH DECK V V r INSIDE CORNER V V 1� a/ 6 m Ill o W o - C LL W y 3 SHE- 132=a z arc o SELF -ADHERED FLASHING - - v "5 , DECK PROTECTOR { "� ...: F " S ti -P I�� 9 m o 3 SHEATHING P I I ! tII11I� �I , # rio ' e FR 41�Y, jl 4,1( ��- 7!8"Cement Plaster 7/8" Cement Plaster �g R Z -' J a li in accordance with in accordance with ASTMC926 ASTMC926 g e u N s SELF -ADHERED ,l _ . . g m www.rasErvcod.M El ❑❑' 1 LASI IING PATCH Felt backed metal Felt backed metal lathe in accordance lathe in accordance O SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 _ Z M \ DECK PROTECTOR Building Paper Building Pape ' Z g ' r z � f 7/16O.S.B. I 7/16" O.S.B.to (, sheathing Z DOUBLE Sheathing - ; In SINGLE JOIST _ ''f ' Metal 041 Keep top edge to O JOIST SELF -ADHERED FLASHING Flashing }.+ of weep screed v LL SELF -ADHERED FLASHING 'I 2 below top of o - 3 1/2" block 2 Unperforated U 6 3" MIN Flange 7/8' Vulcumcauk bottom O = M Weep Screed O.. joint only f6 U Maintain Metal Flashing '~ t i Bottom of 3-1/2" Unperforated 1244 = o °� N SELF -ADHERED FLASHING SELF -ADHERED FLASHING APPLYA LIQUID FLASHING TO THE MAsaNRY OPENING (Ht AD JAMR sILL) IN Weep Sc eed Flange 7/8" Weep Screed U�QH0.8362X;DECK JOIST IWP07 OUTSIDE CORNER WPO8ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" to 2" "' c INSTALLATION OF THE BUCKIRECEPTOP. Above Roof 4 t'nv o a 1/2" CementFtlous �� �...�� Sheathing Decorative Finish DAMSHOME ,$•. . •p, All Inside and - outside comer will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT ° need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. cut and caulked all , Cement Plaster GULFBREEZE p. butt joints need to FLORIDA 32563 BUILDING PAPER �' Lin accordance becaulked using DIVISION LOCATION: SLOPE SLOPE in :12.0 in SLOPE with ASTMC926 Vulcum caulk for all 0.3 in: 12.0 in over wood 2nd PORT ST. LUCI E 0.3 in: 12.0 in (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor ® Job Information: (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR BUILDING PAPER - CEMT- FIN. WIRE LATH 112" Cement SELF -ADHERED FLASHING " Plaster Finish d c In WIRE LATH Block 21/2" Perforated \� 0 M -------- BUILDING PAPER N. Screed Flanei/2" Weep / to� � a BUILDING PAPER Cement Z . Plaster I- � U co 'over block '. ® _I I.LI D o EXTERIOR Istfloor J co(f) w to u WINDOW UNIT CEMT. FIN. Install bottom V1 Model Name / Number: Slab edge of weep screed 1" below �8�® finish floor Plan Issue Date: Monday, May 17, 2021 2 2 OPTIONAL DETAIL '- g g ®Note: ® KA PROJECT NUMBER: • The building paper and metal lath 21-4882 -- -- --- WEEP SCREED DETAIL Iof must be installed over the top of S Fat: SELF -ADHERED FLASHING SELF -ADHERED FLASHING ST. LUCIE �'�� SELF -ADHERED FLASHING SCALE: NOT TO SCALE CEMT- FINISH WINDOW HEADwpi CEMT. FINISH WINDOW SILL EWP1 CEMT. FINISH PARAPET WALL the Weep Screed. BOC WATER PROOF DETAILS 5" bath duct to roof cap w/ standard 70 cfm bath fan A/c PAD ! ase Ffr� ao'xna VRULTE:J - _1LING' (AU!"( fz-1rJPaCr r1 - x1 - 14x8 1wcd 210 1;6X16 16x16 rag � n n � r 14x14 ra , �IIILY ROOM I 8 -57\ 4n F 1C' CEiLINfi I I I 14x8 1w d 14 5� ----------.............. --- - 1IIx rr -� Ox6 1 wcd ' 5" �C m 1 SikVrlu o r VA -,,-I I 8" I I� I „ I ,y 1; 8 1 wcL 4" dryer duct 170 u to roof cap n ass^ w/dryer vent boxT3R R'3(iJIL5 M! I VAL li f 't N. t8x14 I wcd �0 45 XC8 iACi Mii ` -- O.H.YV i. alA 9P - BRIAM- .M .UU9: 10W TOJ XAM j X-O xWF:4 --------------- L , I fi01iU �Aiih7 TOI:I�iLi I i.. -- e---••-•-+ - r 3 ACJDG 3aAA----- - - I r 1 1 i sad i , I , RHO OA7YISt3V0 S a >x — � iN1C0 G43HiTiVC i' r BL LI '<rAuuTc s�lu u .'`130 2 ra 1, -1 wcd r8„ cS r s Duo a /!(lot I I I _ I ��y I10x W( fTED CE LM ti r, 70 I 4 I I .:.... .. ¢¢ C6 kk Manx 24 18 f rag - 81, 131NIN VAULTEDRINILTEU CEILING 14x8 lwcd 180 12x12 rag = 7" - FOYER x12 fag - 10' DOLING AD INW.RTED 12x6 1 wcd - I j 140 AtL I �; X at Ksh I I ENT rx�ss» �0. 1MUING . 1 Ra norrAv313 2138 I v - 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 5 bath duct to roof cap wl standard 70 cfm bath fan 3.0 TON W/5KW 0240V 1 PH 18x13 plen scale :1/4"=T'O" platform by z-i blur ti NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 FLOOR PLAN SCALE. 1t4" =1'-0' ALL ELEVATIONS i Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. AREA CALCULATIONS ist RLOOR 182G B.F. TOTr`3. LIVING (AC) 1320 5.,; , GARAGE 51% S.F. COVERED ENTRY'SASE) 56 S.F. COVc'RED PATI0,4AN'AI 1.37 S.F. IOTAL AREA UNDER ROOF 2609 S.F. Rating O CZ � O U � O A W } L 0 //W �/ LL LU LU VC� //) z LU O TO W '1 V /n F-- v Q y Q O (V i) O _J I Q � m — \0 O — m Q:f — Lij > Z G° p W m Q ®I '� � �y�•� nn � /D REVIEWED F RI CODE COMPLI NOE ST. LUCIE CO NiY BOCC i