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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITIA INDEX OF DRAWINGS R31B.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE _ TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, S 0 00 SABS 3000 PSI COLUMNS AND BEAMS) A SLUMP OF 5" S BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, 2. HOOKS. SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE N OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTTN AT 28 DAY F 25 P 1( LAB ) ( I AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. TOP BARS OF BEAMS. OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, � /2" TO FORM U.N.O. II.1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN ITO BE MIN .75 LBS OF FIBER PER CUBIC YARD. DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL - FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) 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" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ONFILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING I}ENFORCING. LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT FOR WRITTEN APPROVAL PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE 3000 P.S.I. FOR THE CONCRETE STRENGTH. APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF-20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE' EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES - R703.7 EXTERIOR PLASTER... INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C925 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. RT03.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF PLASTERING WITH LATH AND SHALL BE NOT LESS THAN SS T COATS WHERE DIRECTLY APPLIED OVER MASONRY, O F CODE-APPRCONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS RE DIRECTLY COMPLETELY COVERED OVER ME O R OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO BOATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, STRENGTH OF 2000 PSI (fm = 2000 PSI) - 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A OF 3000 PSI SLUMP 8" T011". CONTINUOUS MASONRY INSPECTIONS 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HE[ WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN T�iE 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 C 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE 9• TYPICAL FILLED CELL REINFORCING SIZE AND. SPACING SHALL 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE 14A. MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS ' ARE REQUIRED DURING CONSTRUCTION. OTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. N LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF TOP IS PROHIBITED. TABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BE ABOVE AND BELOW ALL WALL OPENINGS. DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. GROUT SHALL BEFLusH WITH TOP of WALL. DEFLECTION CRITERIA - ROOFTRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR WOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OFTHE TYPES LISTED IN R703.7.2 WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER•RESISTIVE VAPOP PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES ASEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OFTHE EXTERIOR WALL ENVELOPE AS ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR�RY FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR 3. ANY WOOD FRAME. INTERIOR BEARING WALL STUDS THAT HAVE SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINE, 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEM VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE C5A-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS S. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH 00 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. B. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLANP 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL: WALLS AND MISC, STRUCTURAL WOOD FRAMING. MEMBERS, (LE BLOCKING OR GABLE D DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL ING MEMBERS SHALL BE S.R.F. #2 USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND AND ARE TO BE DESIGNED AND DETAILED BY OTHERS HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION . ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. CALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQC, ACQ-D, STEEL FASTENERS. DOT SODIUM BORATE (SSX) DOES NOT. CONCRETE TO BE PRESSURE TREATED. CONCRETE OR MASONRY, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS U.N.O. (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: TOP CHORD LL TOP CHORD DIL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 SO 0 10 0 10 TOTAL (PSF) 37 37 45 55 gpTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER LODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN DESCRIBED IN SECTION R703.1. ROOF DECK: OR OR OSB FLOOR SHEATHING: PLYWOODEIIAPA RATED (48/24) A-C GROUP SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING 7 FLASHING. R 034EDM G APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED 6" STRUCTURAL I OSB EXPOSURE 1 OR WALL SHEATHING:7 1 U / A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS 15 32' RATED OSS EXPOSURE 1 AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PS) COMMMEMTS: TH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED 10 WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT t5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA® (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 0 28.8 (-) 34.4 Q 5027A 24.8 (+) 24.8 (•) 31.1100(+) 23.4 (+) 23.4 (•) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (•) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" - END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRISAREA. CONTRACTOR TO 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 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC fo �•0gep 5F'��• N v: 578 •tJ � C+ OV •� o ••.......... SION m c 3 g n 00 CQ E,c gg = uno 9 Q G *J aJe * pi ry 'b R O � O FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WI TOP CHORD OIL(PSF) ,'g�ass g _ g- z w INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) E FLOOR I F LAsTUA,." E-I,1 m m �5 a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES " IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER Z W.2 S � o 0 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711 ALL EXfilRIOR FENESTRATION STRUCTURAL PLAN o aQ�oa PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING o 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. a p W m m C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: a- L Z J 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) g @ D a 0r 0 TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) ag z cal 8 APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) g'Isla • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN. LOADS. LIBRARIES - ea www.Fosrrao:can� �. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS, 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. u� 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 50 (PSF) • UNDER AND THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS: STACK ROOMS 150 (PSF)z M • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, - • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALLOR 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 @ HAND RAILS (d) 200 (PSF) "' Z N S CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION, GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z v (1, ' • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING. POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS. ROOMS OTHER THAN SLEEPING 40 (PSF) Q � a • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) rl STAIRS 40 (PSF) - ,n UPLIFT CONNECTORS FOOTNOTES m d. A. SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG _ 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A "`'+L/ ft3 C, NOT MORE 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. w _ O W FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON 'SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED T0. BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the tltleblock of these w do 6 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 " '_- t 88 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: m 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 311 DEEP AT THE LOCATION OF THE OMITTED RE3AR 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'Q 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 ¢ w $� a' 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 DURING BOND BEAM POUR, CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to . A Rams HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. INCONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the r �� TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE Information found in these doGumems. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) ",4"x 2M" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges Y411 be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAMIO W/ (4) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made In accordance to the terms of the reement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. b� PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 7,ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. �j 1 ��/C Ars 16d x 2.1/2" MAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT ME Y I CYY EP FOR ♦ Job information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. R' ODE ��®Iw1 .:+ P IN MASTER REVISIONS Sr. o~uclE cour! DATE DESCRIPTION �!t�l,1s� E ►� z 0 DAMS LO LIJ d tJ7 m Of Northwest Florida® ca 4 w N FILE COPY 4 ® J UJ � M o J m U) (n LD u_ ♦ Model Name / Number: 3000 GULFBRE E PARKWAY GULFOREEZE, FLORMA 3256a 2000 V1 Plan Issue Date: Wednesday, January 20, 2021 R!C!N!D V1 KA PROJECT NUMBER: MODEL 2000 PER 1 21-0199 Pe S it - rtment Sheet: Of: t. COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPUFr MARK SPACING CAP.(Pln TOP BOTTOM SPECIES NO BW1 16" (2) led TOENAILS (2) led TOENAILS SPF UPUR BW2 SP2 W/ (6}10d SP1 W/ (%10d 16' STUD, (6) SOd PLATE STUD, 4)10d PLATE SPF 402 BW3 16• (2) SP2 W/ (6) Sod (2) SP1 W/ (a)10d SPF 803 STUD 6 16d PLATE STUD 4 10d PLATE NO BW4 16" (2) led TOENAILS (2)iBtl TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SPS W/ (6)-.od 16" STUD 8 SOd PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6)10d SK W/ (6)-10dBWB 18" SAID 1Gd PLATE STUD 4 10dPLATE SYP 878 NO BW7 12" (2)16d TOENAILS (2)18d TOENAILS SIFF UPLIFT BW8 12" STUD, 46) lOd PLATE STUD, (4) iOd PLATE SPF 535 8W9". (LSD W/(6)1Gd SP1 W/(6}10d (8))10d PLATE STUD, (4)10tl PLATE SPF 1070 SW10 12" (2) led TOENAILS (2) led TOENAILS SYP 0 BW 11 W/ (6}10d SP1 w/ (6}1Dd 12' STUD, 10d PLATE STUD, STUD, (4)10d PLATE SYP 585 RE12. STUD, 46)10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED TOP OF WALL DOUBLE 2x TOP PLATE SEE PLAN -' MASONRY WALL OR IOF WALL. SEE PLAN DOUBLE 2x HEADEIWALL S PER PLAN/ SCHEDULE SEE FLOOR PLAN FABOVE MIN SIZE. SEE WW FOR CONNECTION IF HEADER IS WITHIINDICATED ABOVE EE MS03/S1 FOR NO UPUFT CONNECERG WALL TO INDICATED N WFO9 CAN MASONRY WALL BE IGNORED, CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN W-O" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2 A B 0 32" D.C.W/ 7" INFO EMBEDMENT OR 1/2 A T.R. W/ SIMPSON SET w/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2' TITEN HO 0 32' O.C. - '. 7/16" OSB PLYW'D d NAILS SEEG GENERAL NOTEE#a. BRIG. WALL DETAIL NFSAME EMBEDMENT IELDA DREDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2X4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. S. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPS AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE S. IF'BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE Wro8/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE! THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REWIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4' O.C. INFIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAIUNG SCHEDULE ACT AS SHEARWA E PLAN AND WA SECTIONS R D SPACING AN GRADE LLS- $E LL3 S J, 3, 7, SP H G D 8. IFTHE BEARING WALL IS INDICATED WITH THE BW3, BW4, BW7, TUDS ARE ARE ONLY SUPPORTING THE BOOR LOAD AND DO NOT HAVE UPLIFT, THE STIJDS ARE TOE NAILED i0 THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR SOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE, 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE 70 ACHIEVE THE TABLE LOAD. SOd- 0.148' CIA. x 3" LONG HEADER SCHEDULE MARK. HEADER SIZE REMARKS Ht (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ VT' FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/7 FLITCH PLATE THIS SHEET H3 (2)-2X10#2 SYP .SEE GENERAL HEADER NOTE #5 W/ 1/2"FLITCH PLATE .THIS SHEET H4 (2) • 2X12 #2 SYP SEE GENERAL HEADER NOTE#5 W/ 117 FLITCH PLATE THIS SHEET H5 (3) -1 3/4" X 11 114 ATTACH TOGETHER W/ (2) ROWS 114" X 312' LVL 2,0E Fb=2600 PSI BOS.WD SCREWS @ 16" 44. TYP. EACH SIDE H6 (2) - 1314' X 9 114 ATTACH TOGETHER W/43)ROWS 1/4"X 312' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16' O.C. TYR EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL SIZE JACKS KINGS JACKS KINGS EA, END EA. END EA. END FA. END (1) (2) (1) (2) 4.0" - 9'-0" (2) (3) (2) (2) 10'-0"-16'-0' (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LEN07H. OF HEADER REQUIRED 2. IF HEADER IS ON THE 19t FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS, 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETA WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAIL AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. - BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2)-2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA1a OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-2 x 10 92 SYP W/ 7/18" CONNECTION PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O, ON ROOF PLAN. - 2 x 12 #2 SYP W/ 7/if]" CONNECTION: PROVIDE (2) 4�(2) CBS FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR 12) SIMPSON HERIG TO CMU O.C. TYP EACH SIDE ' COL U.N.O. ON ROOF PLAN. 0.13/4 x 11114" LVL "CONNECTION: PROVIDE (2) 2.0E Fb-2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 3 1/2" SOS WOOD OR (2) SIMPSON HETA16 TO CMU SC 18" O.C. TYP. COL U.N_O. ON ROOF PLAN. EACHH SIDE. DE (2)-13/4" x 11 7/8' LVL 2.0E USI PSI. NAIL BEAM. .CONNECTION: PROVIDE 2 ( ) TOGETHER TOGETHER USING (2) ROWS SIMPSON LSTA24 OR WOOD 1/4" X SDS WOOD SIMPSON HTS20 TO POST SCREWSE O.C. TYP. S 0 I OR (2) SIMPSON HETA16 TO CMU EACH SIDE . COL U.N.O. ON ROOF PLAN. (2)-13/4'. x 18' LVL 2AE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2). M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 42) 1/4' x 3 1/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS ®16" D.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. COLUMN SCHEDULE 1ARK COLUMN SIZE (BASE) CONN, & FASTENER UPUFTIU)). C1 (3)2X4#2SPF (4)-161 TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 43) 2 X 4 #2 SPF ANCHOR* & (8) 1/4- X 11/2- 2145 SDSSCREWS Cg (8) 2 x 4 SYP M. -OR- (4) - 16d TOENAILS 0 DTr2Z W/ 1/2" WEDGE (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 BOB SCREWS O. 4 X 4 P.T.#2 ASU44 W/ 5/8" ATR** G - 6665 SYP POST & (12)-16d NAILS U - 22GO P.T. #2 AB 88 •- U W/d G=2300D Q SYP POST SYP POST S NAILS &(12)-18tl NAILS U=2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8'ATR** G - 24335 C7 .SYP POST &(18)-16d NAILS U-2320 CB 3.5 x 3,6 P-L LSE Fb=2400 PSI HDU58DS2.5 W/ (14)1/4' z 21/2' SOB WS & 5/8" EPDXY 5045 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2 5 W/ (14)1/4" x Laj 1.8E RO-2400 PSI (WOLMANIZED IF EXT. 2 1/2" SDS WS & 5/8'. EXOPY ANCHOR, OR ATR** 5645 C10 3.5 z 7 P.L 1.8E FU=2400 PSI HDU8SDS2.5 W/ (20)1/4' x 21/2' SDS WS & 7/8". EPDXY (WOLMANIZED IF EXT.) ANCHOR OR ATR*-* 6970 C11 .25 x 5.2P.L. 1.8E RJ=2400 PSI (WOLMANIZED IF EXT.) HDIJVDS2.5 W/( )1�4, z 2 1, SDS WS & 7/8" EPDXY ANCHOR, OR ATR*-* 7870 7 x 7 P.I. HDUESDS2.5 W/ (20)1/4" X C.2 1.8E Fb=2400 PSI 21/2' SDS AS & 7/8" EPDXY lVVnl MAN17F0 IF FIT 1 AWCul1G n°ei°**• 7870 GENERAL COLUMN NTrES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF #2 UD ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5 8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF[C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS MAE) MAY BE SUBSTITUTED FOR ANY COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPUCATION NAIL DIA: LENGTH NAIL SPACING 8d 0.131'X 21h' 0.131'X2h' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF &WALLS 10d OR 12d OA48' X 3' 0.131" X 3" SEE PLAN BLOCKING & TOE O.IM-X. 31A' 0.131" X 3IA- NAILS & TOP PLATE 12d 0.148" x 3 AA' 0.131" X 3'A- 8" 0.0.(COMMON) STUD WALL B" O.C. GUN NAIL) CORNERS IN OA48" X 3' OAST' X 3' 8" O.C.(COMMON) STUD PACK 6' O.C. GUN NAIL) COLUMNS led OA62" X 3'h' 0,131' X 3 6A" (2) i6D(COMMON) ISEE PLAN IM 16D ( GUN NAILS) HOSE. BIBB wsD) S2 04 m N 383 A4!B" 20'-6" 14'-10" 10'-0„ 9'-9.1 91-9" C 11 6" 6" S3 iBfH3 BM3 -i YP C6 COVERED PATIO BM6 20' 0"x 10'C" BM5 i 4'-8" , 9,;4" 5'-0" 7,-4„' 7%0„ 5,-4" 11 ©.VERIFY LOCATION W/ BUILDER DBL 25 SH 25 2868 SH 25 SH 25 SH EGRESS .Ix ,0' PY EGRESS 24.-6" 14,-2„ NOOK VAULT CLG. MASTER BEDROOM VAULT CEILING - - - - - - - - - - - -.- - - - G.T. - - - -.- - - - - -.- - - - - - - - - - - - T 10' W ' " J , GREAT Ir -t VAULT CLG. ; ro SLOPE. 1 A 38" FLAT BAR z D: ; TOP ON 341f8' rn o WALL W/ 12" O.H. 1 Os O 0 Q J, 11 W a O 3068 9 -y" m R/SH KITCHEN ------- ---, .n1,. 10'-0"FLAT CLG. ; ZD WICI 2g6` 8 REF. ' VAULT --- - -----' W WIC `� VAULT I - - - - y9b R/SH- I I 12'-2" 5'-5" 10'-11" 1. 2'-0" 1 4'-0.. 4'-2" I E R M4/STUDY <"J VAULT CEILING DOOR, PER m ZY)ACCESSIBILITY -� 2888 �! CODEiiiiiis 3,-0" DINING ZN I m 10 a 10'-0 FLAT CLG. ° N .mE n ° 0 w OC ri � o n 4,�„ i i M.BATH VAULT PROVIDE. PLATFORM ° _v w 2668 Y R/S - - - - FOR HVAC UNIT m z - - N - - - VERIFY SIZE W/ ° R/S -2668 MFGR 4%4" it no� D N N ; a EO 3X4 4.2 F.G. SHWR NHS AF80X ; W i} NOTE: BUILDER TO PROVIDE Y W"H• JAPPLIANCE PROTECTION IF BEDROOM 2 -� _: REQUIRED 13Y MUNICIPALITY. VAULT CEILING 00 �U N ; in D i Q 5 SHEET 4 FOR DETAILS m DRYER VENT THRU ROOF IrL 2868 MAX LGT 35' 12'-2" 7'-0" T-9" ' 2868 FOYER VAULT CLG. ATTIC ACCESS LOCATE IN FIELD ° BW2 22" X 36" MIN I I f L7 CI 8' 7" 3' 7" If WF39 S3 I w �Tu I I -G-T--- HI --" - - - - - - - -- C, VAUBA C2 6%10" E ESS 3O w/ TRANS ABV. 3 CAR GARAGE 8' CEILING R/S 1' 9" d0 r8 4'-1" PER ELEVATION p - --'W----------- fV WF42 N MS03 N 2668 "E S-3 a 2668IF S-i Y 42 [B,y .BEAM N N 6x8 PILASTER WF38 2 PLACES TYP. 1 --------------- ---------------- -'-------------^ 12'-S" 6,-4" 29'-8" lit BEDROOM ; .3 ti 8'-0' CEILING MS12 , I S-2 I EGRESS I O i 1 O I EGRESSWI 8' X 71 OVERHEAD DOOR - PLO IIIIIIIII 1 ' X 7' OVERHEAD DOOR 25 SH 25 SH 5'.6' r-B. 1, 5'-6". 1'-10,; 16'-0" 1'-10" 8'-0" ,-4. 19'-8" 10'-0" 48,-8„ HOSE BIBB 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE 8 (�,(,A" ��V/ /' - +27.6/-29.9 B +27.6/-37.0 © +26.5 / -28.8 O +26.5 / -34.4 ® +24.8 / -27.1 ) +24.8 / -31.1 ® +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED- THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND O " FRAMED WALL fT'1-r1�1��:T.L.ryir�r-•T-;-r-r-.T"a. BEARING FRAME WALL_ ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES I. R302.6.1 Door from garage Into house must be a minimum 13/8" solid wood door, solid or honeyoomboore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the sofflt If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.71T1m) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15,9mm) type X gypsum board or equivalent. Where the separation is a floor -coiling assembly, the structure supporting the separation shall also Protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the top Of the sill of an operable window opening is located less then 24 inches above the finished floor and greater than. 72 Inches above the fIn)shed grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]. 5. R308,4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 6. Ceiling for exterior entries and covered porches to he" 7/16". span rated OSB nailed per zone On roof diagram nailing schedule or 5/8" COX. ZD 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) Shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be N m determined by one of the methods specified In sections M1 502-4.5.1 through M1502.4.5.3 9. Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses Shall be attached to all framing members with 2x blocking provided at perimeter. The OSS shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4' edges. Vinyl ceiling to be attaches to OSB per manufacturer speclflcatlons REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE Cnpv-, AREA CALCULATIONS 1st FLOOR 2004 S.F. = TOTAL LIVING (AC) 2004 S.F. FLOG PLAN GARAGE 754 S.F. COVERED ENTRY (BASE) 45 S.F. COVERED PATIO/LANAI 200 S.F. SCALE: 1/4" - 1'-0" ELEVATION "A" TOTAL AREA UNDER ROOF 3003 S.F. 1 7p7T111'344�'i'1'A N �C 100 ■tQ :(i W � jr.. F Qg `gym a ° g gt y W2 w C � a a •���s Q �LL� w vi y 13 t O `-4.n8 Mom^ � 0 � A OM m ¢ LL m g B _8mmK e M1 V In N -� WMN.FDGEAG.CCM ❑ ❑ ❑ Z m Z N z 5 o N Z I` t/1 m y lJ _e O w� �N c T>3 ~ - U F - tC46°d ® DAMS HOMKS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE T lob Information: z 0 LDO Ln LIJ � °' N c-i - " " O j g2 N x� I-Yc.�m 0 ..J W tf0» a o J m 07 (1) LD LL Model Name / Number: 2000 Plan Issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0199 Sheet: 2 Of: FLOOR PLAN GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2600 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LES OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI OONC. FROM FIR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB, HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALLSLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED.. 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSFSEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12'.THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs g V-0' X CONT. 1'-0" 2 #5 EW. SOL 2000 F2,0 2 0' X 2' -W 1'-0" 3 #5 EW. BOT. 7200 f2.5 2'.B' X 2'-6" 1'-0" 3 45 E.W. BOT. 11000 F3.0 T-0" X T-0" v.0. 4 #5 EW. DDT. 15500 4 #5 EW. SOT. 21500 F4.0 4'4' X 4'-0" 1'-0' 5 #5 EW. SOT, 28000 F4.5 4'-S' X 4'_G" V-4- 5 #5 E.W. BOT. 34500.. FIFE 0 5.0' X 5'-01, V-41' 6 #5 E.W. BOT, 42500 FB.O 61-0' X8'-0'. 1'.4' 7 #5 E.W. BOT. 61500 LEGEND Q - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING -.INDICATES PAD FOOTING I'LUIVI01INU 1110r—I"( IT-T OD i+0 0 V FM19 3.1 TYP. CORNERS , HOSE � BIBB C 48' 8" 3' 4" 20' 6' 14' 10" 10, C" 919. 9: 9" -—------------ --- ME --- --------------------- I F2.5 F2 5mi F2.5 , I , r 4' 4" 7' 0" I 2' 4" 3' 8" ' 4" 3' 10" 3' 6" 3' 10" 3' 2" 3' 10" 1' 10" VERIFY LOCATION JI-1 W/BUILDER STEP DOWN ' _____________ ___________ ____________ ___________________________________ -------------------------- I , 01 FM01 ' I I 3.1 , , I I I 3.1 I I I ' ' ' , I in , I � , r /142' I ' ' 15, 8" 7' 10'. ' e ry I Ij �Lzm �I , ho3 a I I Ll JJI I C4 I 1 ' , I PROVIDE ELECTRICAL & PLUMBING SERVICE ; ' THRU SLAB 0 ISLAND i CATION (REFER TO FLOOR) ; I I ' 1 ' PROVIDE CHASE ' FOR HVAC UNIT , � I N 1 I r a , 1 ; 28, 6„ 4" T 10: 2' 4" , I I , 0 —Y LL ,J —r 00 I � , fi �rr I I �l ' O 3, 0" 7, 0" ■ O ill I 'u I I3X4 ' I 1 I Ir IISHVJR F2.5 _Wy �i 3.1 12' 2„ ; Q •--------- ------------' , i STEP DOWN ' 1' SO" 2' 10" 2' 6" 121 " 1 7, 9" 21r3,1I. ; v I 1 a FM12 i ■ ■---------.I—C.J. --- -----� `-' ST DOWN O \36 OD '� OD i U I CO N 1 I I , I I 1 1 ' FM02 , I ' 3.1 ' 3.1 i 4o ' i (2) #5 BARS 3.1 I (2) #5 BARS W/IN EA. F.C. I W/IN. EA. F.C. - -------- --------'�--- - - - -- -- - - ------- `------------------ ------- --' ■ ■ ■ ■ ■ ■ ■ ■ j 2' 0" ■■ 2' 0" 3' 10" 3' 10" 1' 10., 1 0" 1' 10 I. 81 0" 4" 1' 0 12- S 6, 4,. 19' 8.1 10, 0" REVIEWED FOR CODE CONIPLIANCL ST. LUCIE COUNTY BOCC FILE COPY FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "All TT i Ge N FS �. NO 64 ATE of I, lilt O F L "'p oQ C7 ra FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V1 Job Information: lip 0 c aeo—p,-I LLj O n LO 0) d N a ,'i 00 1 �0 U J 0 D ® ® Lu ZD en In o W _I E) V) V) Model Name / Number: 2000 wi Plan Issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0199 Sheet: 31 of: I FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*j SLOPE MAY VARY 2W, MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION Olt FM32A DETAIL FOR MONO. OPTION. � REINF. OPTIONAL CURB FOR F F VARIES ' '/ •\; J , GRADE. SEE PLAN MASONRY @ ELEV. 0'-0" ' „•- ^- ' — ' ' - W/ (1) - #5 BAR CONT. " d • �,,'� o P .` .° w • I 2 STORY: 20" X 20" ;i REINF. W/ (3) - #5 CONT.16"^ SEE PLAN ,; , ,; 0,4 (2) #5 ; (2) # 5 REBAR REBAR BEARING 16" FM01 SINGLE STORY FTG 1>2"=1'-0' FM02 SECTION @ GARAGE 1/2"=1'-0" REINF. SEE PLAN F.F. oD b" (1) #5 REBAR CONT. FM03 THICKENED EDGE 1/2"=1'-0" TO (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. - ,```OI IF GREATER THAN 24" CONTACT FOR OR N. S REFERENCE FMASW FOR STEM WALL OPTION •Fd �� . PROVIDE 13" WIDE FRONT WALL `� \pj pIo 8T' A RECESS AT GARAGE OF GARAGE e DOOR. EXTEND 6" BEYOND * O F.O.M. EACH END, TYP. GAR. FIN. FLR. + V ' , • • �s`�•, ALIGN DRIVE W/ BOTTOM OF " IOfi^iP���' RECESS &PITCH DRIVE cON # 2 STORY: 20" X 20" YT' Y� I I L 111i1i 4" CONIC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. ' JOINTS 10, O.C. TYP. 1fJ" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1 1/2" =1'-0" g .1 W t ro F" F SEE PLAN 'lo w nmmp8aO_ Ld �8 S# pmti q+ O IL=1•.o" FM12 STEP DOWN NON BRIG. 1/2" = 1'-0" s UpZ" o € SEE PLAN WWW.FDBDVG.COM ❑ ❑ ❑ OPTIONAL CURB SLOPED GROUT LO OR MASONRY AT TO DRAIN 4'x 4"x16" O TYP. SEC. z M SEE PLAN ELEV. 0'-0" WITH CURB y _ R B" ,I (G.C. VERIFY) ;0O (1) #5 BAR CONT. I I z � . Z z , .„- °, �. , F.F. REINF. f ip a '3 (SEE PLAN) Q 2 #5 CONT. a w INSTALL LINING ` • 2 #5 BENT BARS W/ MATERIALS PER x ' y7.7777, MIN. 25" LAP SPLICE z M FBGR P2709.2 16 MUDDED FLR. Y�1 ,y SLOPED TO DRAIN MIN. [B o #5 CONT. u jws FM14 SECTION @ RECESS SHOWER 1/s"=ro" FM18 TYP. STEP FTG. DETAIL 1/2" 1'-0" O c v`) = o� (0 CJ ALTERNATE: REINF. t THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN r'S v CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTTITY. aG .. Q #5 X 25" X 25" o CORNER BAR ONE w E FOR EA. HORIZ. • .DAM" MOMRS REBAR, TYP. U.N.O. N ::•:.:,;;.; .. (2)#5 REBAR 16" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE �l r n 3000 GULFBREEZE PARKWAY 4' PVC SLEEVE REVIE�Rp'6jr��JQJO'G��TO" GULFBREEZE, FLORIDA 32563 THRU FOOTING CODE L+ MIUMOMT, DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/2"=vv FM23 I TYP. FND PMETINC 1COli / "=1' a PORT ST. LUCIE STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING. (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL O'-0"-2'-0" 8" 10" 16, 20" W/ (2) #5 BARS <674# 61-8" >2'-0"-3'4' 10" 10" 20" 24" W/(3)#5 BARS 6744 5'4" >3'4"-4'-0" 12" 12" 32" 32" W/(4)#5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4'-O" - 5'-4" - 16" 16" 48" 48" & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN ' FOR F.C. SPACING ABOVE SLAB LEVEL NOTES• ® 1 Job Information: L.L O FILE COPY z m rI C LL•1 00 aE200 i u� m N N c ' " r 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL AND AT THE MAXIMUM 7 + INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, m �O o SPACING STATED IN SCHEDULE J W 0 TO SEE NARTM. F.C.; 0 ' 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND J M c (n LO L` SPACING {O.C.) .C.) i D:A "� WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND VI Model Name / Number: W.W.M, TO BE TIED i0 #5 CONT. REBAR ERT. F.C. ABV. ION. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO (1) #5 HORIZ. CONT. TIED TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EA. VERTICAL RDNF. BAR E NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR 0 STEM #9 CONSTRUCTION FOR MORE INFORMATION 2000 WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK Plan lssueDffie: (1)#S HORIZ. CONT. LIED TO " FIWNGISTAKINGPLACE EA. VERTICAL REINF. ,rig" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 16" RN GRADE -a" MIN. � „ I y .c. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" Wednesday, January20, 2021 TO TOP OF ' h * " 1 �- c. TALL (TYPICAL ALL CORNERS) KA PROIECTNUMBER: STRIP FrG. ., •sq�;° � 6AFSTEMWALL ISWITH IN V4" OF POOL OR WATER FEATURE FOUNDATIONS 21-0199 _ COMPACTED CLEAN PILL ,•• •" .®;;+''`•.� -• :- , ". • . ••• 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. IN MAX 12" LIFTS 8. R403.1.4 MINIMUM DEPTK EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP PrG. W/QTY OF PER SCHEDULE "MIN. COVER d "SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. `-`-� Sheet: Of REINF. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO 0 (3 SHOWN) SECTIONS R403.1.4A THROUGH R403.1.4.2. 0 = 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL SCHEDULES & DETAILS FMASW I STEM WALL SCHEDULE NTS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2.DO4 x 3 6012 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 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000-1.0,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A' = (.40 x 24,562) = 9,825 + 100% OF "S" = (20,000) = 20,000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS 166 ASSUMED EDGE OF WALL cn `0 2x6 WALL (FLOOR TO CEILING) 2'-B" USE 2 RED HEADS TO ANCHOR WALL FM24"1 ALTERNATIVE PROTECTION BARRIER N.T.S. BIBB e �— — — -1ed— — - — — --I ' INSTALL FAN BOX PREWIRE �Q WP , GEL, tI 7 a x FOR DAV GFl kGHT1 6d I � , ;GFI " 220 GFl O'o , , INSTALL FAN - BOX PREWIRE I INSTALL FAN BOX PREWIRE w I I INSTALL FAN lol. BOX PREWIRE HOOD „ \ " ,M'NSTALL FAN 6 d BOX PREWIRE , I WP GFI , CHIMES „ Gn 1 GFI ---� D 2201 'Won PROVIDE DISCONNECT AND GFI/WP OUTLET PER -CODE FOR A/C COMP. INSTALL FAN QSOX PREWIRE II „ � I 1 I , I I I I I GFI C@ 42" no I; ATf10 ELM41C \ ,VFRDBYC¢DE \ \" GFI , � GFI GFI ® 42" FOR GARAGE FOR GARAGE DOOR OPENER DOOR OPENER ,____________________a-_- ------------------------------------------------- GR ' 42" ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16' AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES .TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE 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 -0-. ff n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET tv GROUND FAULT INTERRUPT W '2 DOOR BELL CHIMES (�WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET IF— DOOR BELL ® SPECIAL SERVICES OUTLET D0P DISPOSAL T.V. CABLE OUTLET DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING RJ JUNCTION BOX WATER PROOF RECESSED LIGHTING T� THERMOSTAT ® BATH FAN O L01NLWAGE LIGHTING (� \®( BATH FAN W/ LIGHT L Crl p%'TSYSTEf�kmj, ,,,; L.E.D. DISC LIGHT LINTY OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACT R 200 AMP SERVICE �. �200= 210 COPPER OR 4/OALUMN, IN 2" CONDUIT Vb) NC DISCONNECT UNDERGR SERVICE POWER C# 14 COPPER TO LIGHTS AND OUTLETS L #12 COPPER TO APPLIANCES AND GFI # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTE#BTO HVAC BONDING TERMINATIOGROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. C� - 'f WNW.FWEN6.00M ❑ ❑ ❑ O z o Z� z S Zr � II a N —n Z �N W C 1D(Q � w n} Q f �i/ V) � u ' TV C4 E W �r law_ {L W " c ® DAMS HO IC FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: 0 Z _ e4 LLJ a y (A M c�0 O Qj N c 3 N '® ® of W^ m o UD ® Model Name / Number: 2000 VI Plan Issue Date: Wednesday, January 20, 2021 ® I KA PROJECT NUMBER: 21-0199 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION Formula = SF / $00 / 2 * 144 = not sq Inches of Soffit grodutt provide9 of Off Ridee Vents for Feet RIGHT ELEVATION SCALE: 1/4"=1'-0" 48' OFF RIDGE VENT 48' OFF RIDGE VENT ULATION sailed equally for Intake and exhaust TOP OF WINDOW ■ ■ o LITE TEXTURED DECORATIVE � cc aD CEMENTITIOUS COATING bo io SMOOTH RAISED CEMENTITIOUS BANDS w/ 2'-0' RETURNS FIN_FLR- --------- ------------- FIN. FLR. 25 SH 25 SH --�---' ----- REFER TO SPECIFICATIONS REAR ELEVATION SCALE:1/4"=1'-0" LEFT ELEVATION SCALE:1/4"=1'-O" DK REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 12 - - 6 BRG. 0 ENTRY _ - _ - _ - _ _ RAISED BAND - - - - - 'FILE COPS' TOP OF OPENING _ - MOOTH RAISED EMENTITIOUS BANDS TOP OFBLOCK — _ 2'-0" RETURNS - - - —TOP OF BLOCK T.O.W. 00o ZD 00000aao 0000 I LEI. oao�oaaa o�oa 25 SH 25 SH FIN.FLR 000000EIDDIE11 LITE TEXTURED DECORATIVE 3068 w/ 16" SMOOTH RAISED 16'x7' 32 PANEL 8'x7' 16 PANEL CEMENTITIOUS COATING TRANS.ABOVE - CEMENTITIOUS BANDS OVERHEAD DR. OVERHEAD DR. W/ 2'-0" RETURNS FRONT ELEVATION "All SCALE: 1/4"=1%O" III T0Fit It.4 `�R ONS r5iye e 00 O 4 gH�J1 F SC p,• wPs„Oi f L O ��' �G a d c 3 rF W to t- 0 f�4 F a * tw �51� � Yg �a Ci ii ii 4 DaR � O � � m M" w a c q g� a a g ui s E u� 4 '� .� yj y 13 3I� Z sg° 3 o Y E. III & o I- Z 2 dad ` z a� ¢ to a � @� WW4.FD$we.COM ❑ ❑ ❑ z '013 Z to Z z J to 0 IL t' Ids 1B Ln Z M m U � IL o ,. 0 =N W z�8 00 INN jr �� ©� < N 6 wo em 411111111d",\ HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F `Job Information: 0 H z a) to c to WN c N N J N m � 'a 0 � � Jm�� FI Model Name / Number: 2000 FI Plan Issue Date: Wednesday, January 20, 2021 FT KA PROJECT NUMBER: 21-0199 Sheet: 5 Of: ELEVATIONS - A SEE DET. TB03 G.C. TO PR( BLOCKING 1 W/ ARA RE( FOR SPAN F 7/16" OSS. SE E "HIP R BLOCKING" 20'-D" MAX 20'-0" MAX * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15 32". IF 15 32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS E Q• WE 11111111 w-CONTINUOUS BOTTOM CHID D U I w EQ• BOTTOM CHORD GABLE END BRACING ® OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" D.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT < 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 >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE [4:12}[12:12] (SQ FEET) (-) VALUE DENOTES SUCTION e=4ft AREA ROOF 1 2e. 2n 2r 3 31T 3r 1,a 1, I,a IR 1. HIP .37.02 -51.06 -51.OB -b1.06 /)K 10 GABLE -37.00 -37.00 -58.99 -58.99 -58.99 -76.03 � ZONES AND TILE). O ROOF NAILING SCHEDULE/ NAILING (SHINGLE ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2D ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ZONE 3, 3e, 30 ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O Q SHINGLE:la3Z EXP. 1 ('20) TILE: 1S32" EXP. 1 (dA2o) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 It x 0.113") NAILS r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532', SHEATHING SHALL BE FASTENED a a a WITH ASTM F1667 RSRS-03 10d (2%' x 0.131") NAILS OR ASTM F1067 RSRS-04 (3" x .120") NAILS a=4fl 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" C.0 FIRST 4 BAYS WITH (2) 12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS WI BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TOSTUD AND OR BLOCKING AT ALL EDGES.A MINIMUM Li - SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN r8 . O NAIL AT BASE 2 ROWS @4'O.C. w/Rd COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4"O.C. .1 Rd COMMON NAIL. © NAI L OPENING PERIMETER w/(2)ROWS @4"O.C. w/8d COMMON NAIL. OD NAIL INTERIOR AT e' O.C. W1 Ed COMMON NAIL O STAGGER ALL VERTICAL JOINTS & NAIL @4. O.C. W Stl COMMON NAIL O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER W8d COMMON NAILS @ 4.O.C. (2) ROWS @ TOP 8 BOTT. © (2)Ed NAILS@3'O.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. U PROVIDE BLOCKING I 11 II AS REQUIRED PER SECTION X-X IF NOT _ I __ Ix y ___ FULL HEIGHT SHEET o _ © FLOORSYSTEM NOTE: ad NAILS FOR WALL SHEATHING MUST BE MIN .131"X212'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ix° (2). 2x TOP PLATE BEYOND 15/32.O5B EXPOSURE /-SHEATHING ---------------- 11 III It [� II II II I III II II II SOUD2.SLOCKING Y O @ALL SHEATHING EDGES III III 1I 111 C III II 1 II Ifl II II II I III 11 II I I III II D II I (SEESECTIONX-X) O �z III III OPENING III II 11 II 1 MIL__-JL___ III II NI X III_ II II II II II II m i yo� A. III III III C III__ %_11 II III III IIII III II II II -11' II I1 III II II U 2x STUDS BEYOND. �u0u11 SEE PLAN Sy rn _ ---- - 11 11 11II I I It I III IIII IIII I I I If 1111 II II IIII II II IIII 11 II II 11 II 1 II I( O r 111 l I I U I II I u 1 11 I IIII I I 11 l iI III 11 II f I _Iw H_iL II _i III II II II. I ALLSHEATHING I I� A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM WS" "S'=NAIL SPACING 3/4" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING LL i-A w x Ir �2x4 P.T. BABE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X4 92 SEE TURNED VERTICAL W/ 7/16° FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI IQ Od NAILS (2) Ed NAILS @ 3- O.C. STAGGERED VERTICAL BLOCKING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. SCALE: CONNECTOR SCHEDULE FOR: ADAMS HOMES- 2000 E1ev A 3CF - TRUSS ID. BEARING POINT' TRUSS ACTUAL CONNECTORID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING ACTS - ACES, CI C5, CIE, C1C, C1V CSV, L/R -1194#or less HETA16/PER TRUSS MFG 1830# (9)10dx 1-1/2" E2A, E5, E7, E7V, G015 G05S, H5, H7, H7V (8)Ed TOP PLATE C1C, CIP CSP, E7P, H2, H7P L/R -459#orless '. H10A/PER TRUSS MFG 1040# (9) 10d X 11/2" TRUSS (9)10dx 1-1/2" ' A07-A15,B01-804,DO1,D02 L/R -1396#orless HETA16./HETA16 1810#/1810# 9 lOd x 1-1/2" (10)lOdx 1-1/2" A16 L/R -21254 or less (2)HETAl6/(2)HETA16 2365#/2365# (10) 10d x 1-1/2" 'SERw/12"6MBED& p03A L/R 5389#Or less MCAT/(2)FGTR 396E#/9450# (36)1/4,'xb"SDS sON MCAT& SIMPSON .SCREWS TTEN HD BOLTS I2I1/2 xE'TITEN HD BOLTS ®EA. (18)10dx1-1/2' ' X01, ID2 L/R 510#or less H10A/H10A 1040#/1040# (18)10dx 1-1/2' (36)10dx 1-1/2' 1/R -1934#orless (2)H10A/(2)H10A 2080#/2080# (36) 10d x 1-1 2" C35-05s,V01-VOS L/R -137#Or less PER TRUSS MFG TRUSS MANUFACTURER PROBUILD _ DATE OF LAYOUT DATE OF TRUSS CUT SHEETS 1/11/21 L=LEFT; R=RIGHT&M= MIDDLE BEARINGS TRUSS DRAWINGS I LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS BEAR NG OC ALLCONNECTORSARESIMPSON PRODUCTS 11 A 11 00111111111 M 3 12 UL 77 + + + + + + t + ... + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3/12 VAULT + + + + + + } + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + } } + + + + + + + + + + + + + + + } + + + + + 3/12 VAULT 2'OC + + + + +++++++'+++Iol+On+� + + + + + + + + .AT CC G.++++++++++ + + + + + + + + + \ / + + + + + + + + + + + + + + + + + + + 4ODD$PACF. + + + + + + + + ... + + + + + + + +. + + + + + t + + + + .1—. + + } + 4- f+��� + + + + + + + + + t + t + + + + 3/ 2 VAULT ���� + + + t + + 2'0 DOA TO 97.. + + ODD SPACE 8'-0" F CLG. ROOF CRITERIA -16" OVERHANG ® EAVES U.N.O. -12" OVERHANG 0 GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING SIMPSON-CONNECTOR SCHEDULE LISP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR S FASTENERS SPF Syp CONNECTOR B FASTENERS SPF SYP AO FRAMETO FETA18 w/(9)10d x 110 OR 1810 HTA16vdoOn0dxl 10OR 158E 1870 MASONRY HETA20 W (9)10d z 11/2" HTA20 w/ (10)10tl x i 12" © FRAME TO H264 w1 (10)8tl NAILS 535 585 RT7A w/(10�d NAILS 515 585 FRAME TO H10Aw418)1wx 112' 1015 1040 RT16AW(17)1Wx 110 $95 1020 ©FRAME FRAME 1-110A4 w1(1BHOdx I IWAT2 R.YTRUSSES 930 1080 RT10P2w/(16)1Ddx i 112'AT2 PLYTRUSSES 935 1060 O FRAMETO MTS12w/(14)10dxlll2'(ATEXTERIOR 880 MTW12W(14)10dx112"1,A EXTERIOR 100E 1196 D FRAME LOCATION INCLUDE 1,) 2, TOENAILS 990 LOCATIONINCWDE 3 12d TOENAILS) OFRAMETO E MGT w/(22)1Dd NAILS AND &8"AT.BE W12- '330 MUGT15 w/(28)10d NAILS AND 5/8" AIR. wl 3330 4495 MASONRY EMBEDMENT w/SIMPSON"SET•EPDXY 388E 12" EMBEDMENTW SIMPSON SET° EPDXY 1 FRAME To HT820w(24)10dxl 12'(AT EXTERIOR HT OW(24)10dx I lr(ATEXTERKR FRAME LOCATION INCLUDE (3)12d TOENAILS 1125 1310 LOCATION (3)121 TOENAILS 12& 15900 FRAME TO (2)HTS20W(48)10dx1 112-OTEXTERIOR 2250 2620 (2)HTW20w/(4SIIOdzi 12' MAT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE(6)12d TOENAILS LOCATION INCLUCE(6)121 TOENATSP'RA) HG @ W (15)10d NABS AND (2) SIC A.T.R. HUG1F2 w/(16)10d NAILS AND (2) d8° A.T.R. O FRAMETO W12" EMBEDMENT W SIMPSON'SET" 10890 w1. 12" EMBEDMENT W/SIMPSON •SET" 7020 9790 MASONRY EPDXY (HGT-9 FOR $PLY) EPDXY (BEIGES FOR 3-PLY) TO FGTR W 08)1/4' x T SDS WOOD SCREWS RFUS W(12) W83 WOOD SCREWS AND OFRAME MASONRY AND (2) 11T x 5'MTEN HD ANCHOR BOLTS 3400 4725 (4)314"x 6"WEDGE-801.1' 7100 (1) LGT2 w/ (16) 16d SINKERS J1 FRAME TO &(7)i14"x2-11CTrTEN2 1750 2030 MASONRY SEE NOTE #88ELOW FRAME TO 2 LGT2 W 16d SINKERS 8 14 () ( ) LUGT2wl 3 16d SINKERS t0 (2) 121 ( ) Q MASONRY/ "TIE 1/4'x21/4°TTEN (2 PLY TRUSS) 92040+ 3770-F 1M'z3"WEDGE-BOLT (2 PLY TRUSS) FRAME OR(28) 16d SINKERS FOR FRAME M OR(32) 16d SINKERS FOR FRAME IEA) 3800f 4520E-F J3 FRAME TO MASONRY/ (2) LGT3 W (24)1/4" x 3" SDS SCREWS 4730-M &(8) We x6'TTTEN(2 PLY TRUSS) 6670-M (2) LUGT3 W (24) iN"x 2 1 w W625 SCREWS&(4)3R"x6'WB(2PLYTRUSS) 6480-M 7860-N 5M6F 6980.E 8980-F 7710E FRAME OR 1W SINKERS FOR FMME Q2) (EA) OR Se 1 W SINKERB FOR FRAME EA ( ) ( ) O .BEAM TO HWt O OPT HUC4I O W(18) 1 Ed&(10)1Od GM80 HD410 OPT HD41 OF wl (20) 18d&(10) 10d 043081 BEAM NAILS U#1&R5 NAILS U4F1851 TO HU410 OFT HUC410 w/(19)TTTEN G#4600 HNI 0 OPT I104101F W(20) 19'x F G#3351 ©BEAM MASONRY 1Wx2314-&(10)tOd NAILS U01800 WEDGEAOLTS(10)1Dd NAILS U#850 BEA I TO HU4 l OFT HUC48 W (6)10d NAILS B GMS40 G113000 HD48 OPT HU48 W(0) 10d NAILS B, GM 625 G1201! O MASONRY/ (12)1/4"x23(4!nTEN(TOMA&) U4980 U#IM (12)1M"X23/CTAPO0NS(TOMA9J U1n030 U#850 FRAME OR(i2)lSd&(0)t0d(FORFRAME) SYP.F SYP.M OR(12)1S0&(0)10d(FORFRABE) SVP-F L SYP4 FRAME TO (2) HETA16 OPT (2) HETA20 1920 192 (2) HTA16 OPT (2) HTAW) 1870O MASONRY2-0LV I-PLYd(10)10dxl R 2365 2365 1-PLY od x OR 243 W 12)1Ild 2-PLY M(12) 1M HTSM16 W (B)10d NAILS AND (4)1/02IW REEL 1110 14TWM16 W III NAILS AND (4)1/4SA 3W 114E 1TJ5 TAPCONS WEOGE-SOLT OFRAMETO MASONRY OR OR HTSM W/(10)IW NAILS AND (4) IW41W SIRS 1110 H1WMM W(/0)1W NAILSAND(4) 1PVxt&4- TAPCONS WEDGE -BOLT 114E 1225 OFRAMETO H10SM(8) 8d x172" NAILS AND (2) 3/Cx4' 780 MASONRY TITAN HD 810 DTT2Z wl (8) IIV x112• SD9 V400D DTB-TZM(8)1/4' x112"WSI5 WOOD © FRAMETO SCREWS AND(1)12" 9 A.T.R. EPDXIED w/ 1835 2146 SCREW$ AND (1) 10 S A.T.R. EPDXIED W 1610 183E MASONRY SIMPSON SET" (SEE NOTE 04) SIMPSON "SEr" (SEE NOTE 414) HIT5W(26) 1w x212" NAILS AND(1)&8° 2 EITT45 M(26) 16d x212'NAILS AND (1) RO FRAME TO A.TAL EPDXIED w/ SIMPSON "SET" 4370 mm SM'Z A.T.R. EPDXIED W SIMPSON'SET" 5006 MASONRY (SEE NOTE 94 BELOW) (SEE NOTE 04 BELOW) HTT4 w/(18) 16d QI1Z- MILS AND (1) 518°8 HTT45W(18) 164 x210 MILS AND (It O FRAME TO AT.R EPDXIED w/SIMPSON 'SEr 3640 4236 518.9 A.T.R. EPDXIED W SIMPSON "SET' - 4160 MASONRY (SEE NOTE M BELOM (SEE NOTE #1 BELOW) OFRAME TO HlO$ W (2A)10d xl 1/2'NAILe 705 910 LLKM W (23) 8d xl 10 NAILS 875 104E FRAME OFRAMETO HM9KTW(4)1/4"x1112'.SDSWOOD 760 RT16Mw1(9)10dz112'NAILS& 1395 1395 MASONRY SCREWS &(5) 114V 1/4"TAPCONS 760 IQ 1W x 13W TAPOONS VGT W(18)1/4"x9' SDS WOOD SCREWS& OFRAMETO MASONRY (1) 5/8'8 AT.R EPDXIEDW SIMPSON "SET" 35511 4940 w/ 12' MIN. EMBEDMENT (2) VOT W(32) 1WIX SDS WOOD SCREWS OFRAMETO & (2) 518"6 A.T.R. EPDXIED W SIMPSON 5176 7185 MASONRY 'SET' W 1Y MIN. EMBEDMENT VGT W (10) 114-x3' SDS WOOD SCREWS & O FRAME HDU4S0M5 wl (10) 114N2112" SDS WOOD 328E 459E MUGTIS W (22) 10d NAILS &HTT45 W (18) - 4160 M FRAMEE SCREWS 8 (1) W8'8 A.T.R.38(1)68"9 10d NAILA.T. R FRAME TO (2) H TTSM(52) 16d-x2112'NAILS & HTT45 18d'x2V2"NAILS O FRAME 0) SWIR A.T.R. (SEE NOTE #4) 4370 5080 (2) w/152) & 1 &C9 A,T.R SEE NOTE #4 () 1 ) - 500E pFxIFG41 [YINMFMOA NOTFA• Sw1(2)12d TOENAILS. 1. CONNECTALLFLOORTRUMESTOIMERIORBEARINGWOMWALLS/BE Z ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN, 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTION SEE S, RANTING PLAN FOR OUT. CONNECTOR CALL U 4. FOR SINGLE PLY TRUSSES, TRUSS VERTICAL WEBM(2)ROWS OF 100 NAILS @3'O.C. STAGGERED, & 12" MIN. AT.R.EMBEDMENT.®CMU @SCAB CMUB NDBEAOHTSYP#12"x4°TO BOND BEAM U.N.D. 8 SCAB TRUSS CHORD w/4'A aSYP U2(MATCH CHORD LUMBER Sall) w/ (2) ROWS told@ W FROM END 84" O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. U MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTIONFOR ALL ROOF FLOOR TRUSSES TO MASONRYWALLSI LINTEL& ICF WALLS UNO ON PLAN Z CONNECTION AT W OR ELT O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F012/93,1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACKI TO MASONRY WALLS#CF WALLSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32'O.0 MAX W(2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI QF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS W(2)12d TONAILS O MINIMALCONNECTORUNOONFRAMINGRAN 1..� OONNECTON FOR JACK TRUSS TO WOOD WALL OR SEAM \OJ MINIMAL CONNECTOR UNO ON FRAMING PLAN 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" D.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 7/16" OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANELEDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4' ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVIS���y�/j; THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS LTF9�L�I IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED U�F%�A IS REVISED W/OUT WRITTEN APPROVAL FROM RIDS. CuDtJ FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL 0 SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. w/ 11/2' LONG T-NAILS ® 2'-0" D.C. SECURE JCHANNEL 012' O.C. ETAL DRIP EDGE x SUB -FASCIA LUM FASCIA CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4'="-0 a ELI IAIPLL' Cl'9� �vL TT 'o\°aTTITOR 7�i G� <o�Q• FL 0P•'4 s 6m�w mmm�6 w a SPw g IN °a= °� 0 o w�f IN 93—;Zo LZ m a j 6� Z o N Z m U ? U) ,G5 2 ❑ ❑ ❑ ,s a= I- a YNAV.F03ENG.COM z Z o — o � z ry a � cn Ln Z N n' JmJ W w ID (� 'L ID up � � c �1rr11 r �m U —N E 14J s u law1- r� �� a''Nom DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: 0 G � WC) V) 0) \ / Nx-I a 15'" 0 m cDi z � Se J D a 0 —j (0 n o LL. J m U) U) VI Model Name / Number 2000 VI Plan Issue Date: Wednesday, January 20, 2021 VT KA PROJECT NUMBER: 21-0199 Sheet: Of: TRUSS LAYOUT I —TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SPA W/(8) - 10d X 11/2 SP6 OR SIPS FOR 2x8 AND 2x8 WALLS =ga; `—DOUBLE 2X TOP PLATE )' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 )., P.S.I. CONC. W/1 #5 REBAR VERT. f EARING WALLHEARWALLFRAME WALL.M,U.2 SYP/SPF P.T. W//2. X 8' "P BOLTS OR/2' X 6" EXPANSIONORS OR (6) 3" X 1/4"ONS OR 7/8" HILTI TilS Zx BASE PLATE SEE •, -, PLAN FOR MORE INFO IAAI I1LTAl1 N.T.S. #5 REINF• 20' MIN. LAP BAR H 413 OR#4 REINFORCING BAR #3 & #4 1 AP SPI ICE " 25" MIN. LAP #5 STD- 90° HREINFORCING BAR HOOK #S TAP CPI ICE SCALE:1"-1'-0" 36' MIN, LAP ad #6 REINFORCING BAR • GRADE 40 U.N:O. #e A�Irm MSO5I REBAR SPLICE DETAIL - GRADE 40 I N.T.S. ATTACHMENT REQUIREMENTS - SIZE TAPCONS SPACING. #ROWS 2 x 4 1/4- X 23A' 12' O.C. 1 2 x8 1/4".X 214" 12" O.C. 2 2 x 8 1/4" X 2114" 12" OA. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. UNTES r (2)2X P.T. �. ¢ BUCKS W/ 1/2" O.S.B. ' BETWEEN I FASTEN PT NAILER TO MASONRY r I IF DOUBLE 2X NAILER 18 USED, USE 1/4-X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL —FORM & GROUT SOLID \� U BAR CONT RM85 12" LINTEL DETAIL 3/4"=V-o" NON-SHEARWALL SEGMENT 10 111111111111111 r TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL FILL BLK CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25' (ACI 530) TfOP OF SLAB ( N:T.s. I MS021 TYPICAL SHEAR WALL SECTION LINTEL BEAM: ► 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — U0 4 4 1 O O O O N.TSLINTEL PLAN SCALE:1/4"dr-0" ELEVATION "A" AND "CR11 GENERAL NOTES 1. AREAS OF BLOCK ABV, MASONRY OPENINGS ARE TO BE GROUTED SOUD. TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ARV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. S" BEARING. EA. END 4. a LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY UNTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK. AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACFTY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTT$, PRO-CRETE F. FILLED VAU4 GROUT/U=UNRLLM S REBAR ATTOP MIN. 11)R 'D R—RECESSF_O 11 /y22 CLa1R QTY.OFM9 REBAR @BOTTOM OF UNIEL CAMtt TOP KNOCK OU If UWEL BLOC( COURSE F16-1B/1T U '� � 1 GROIfT ti OMINAL LQUAWm'OF MOTH EBPA AT A5® RPRAT BOTTOM OF TOP NEWT& LINTEL CAVITY o TTOM REINFORCING °At t PROADED W UNI T3iC TYARIET TYPE DESIGNATION 8'N INATU H QFNFRAL CO�NCRETiEpTNQFI ITS' M STFRI�I SS CPHERM INSTAI IATI�N N�C 1, PC Recast TOM. =35W pert. 1 Pmvlde full matter head and be! jade. 2 rc Rentretsed lintels=WOO PSI. 2. So. filled MON. es re,irm. 3. grouted Par ASIM U76 Tg= 3000 PSI W/ 3. Inatmea lan of Iidel must comply WAN the emhFeduml wal structural draMma. 4. maUmun 3/8" Aggregate ane 8' To it' dump. 4. Mends am manufdAuma Oth5i/V hung Mltlxe At the ands to aocu modete 5. Conamy v eYeme nb.(CMU)Per ASTMcoa W/ varrycelcdl MnfomJngenEgeding. miamum ad area—Preadve Strength=2TOO psi. S. NI lable. meat or moeeeL/360 vertical degacenn, e¢eplAritda 174' And 6. Robor par ASTM A615(mde W. low Win a npnlnd heigm a w meet or awmad L/1Bo. Prestressing straTM Per ASTM A416 glade 6. Bdtam tied added letter to be ended st the bottom of the llntd cavity. 7. 270 row mMxeHon. 7. 7/32' dlemater wire stbruw ere Wehuad to the bottom atael for machmhutl anchorage. 7/32 wire Pm ASN A510. B. cad "Oba COMrete raw be prodded In composite Land In lieu a wm ite s.,Manor per ASTM 070 type M m S. mandnry units, 9- Safe toed mere based an rational dead andyale per ACI S15 end Aa 5% 10. NRIde PraQlet A"ovel Na. 158.1 31 TM 14er1er autece er Indde estall M exterla oonRatal Oral "M shal have a wall Stub o Applied In wwrEerr a with ASTM C926 or other approved waling. 12. Untele el dmultenwusly Wth"ifl d hoaft and uplift) And horBaMd IMtemp load. an" b. cheohed Ter comdne Imall gvmn the fall equdhun; Mp1I.d vertical bed i Applied lrorlmntd bad < LO III verUcel [Pact Safe hoNmdel load woo 0 0 8RR-OB/1T SFSOB/1T O BO 0 0 0 0 ; IBRF141B/1T 8F1&38/1T `0- O O O O 'O• 81P20.1B/1T ''O O O. O. O '= C BRF22-iB/ST BF2,148/1T O O 8128113/1T p O C 81732 1B/1T O PRECAST'U" LINTEL W/ 30ODPSI CONIC GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED jj REINFORCEMENT {{ y ANC�SE ,-HJOOK ,- r1�� C0 R ] � R STD' W DEGREE REBAR ON BOTH SIDES OF OPENING U.N.O. ANGLE 3000 P.S.I. GONG, W/11L5 D TYP. TYP. BOND BEAM _ RED PROVIDE KNOCK -OUT —L LINTEL BLOCK BLOCK FOR FIRST FILL W/3000 P.5.1, COMPLETE CMU COURSE CONC. W/1 #5 CIA. BELOW SILL & HILL SOLI) REBAR :. W/ (1) 95 BAR FOR ALL WINDOW OPENINGS 0%6" : AND LARD -- :•: INDICATES FILLED . •.... ., .. -, 8" x B^ z 18° CMU 0.N.0. "• ' CELL FROM PTO. TO BEAM WITH 1 #5 SEE FOUNDATION SEE FOUNDATION PLAN I; °T FOR LOCATIONS r PLAN MS01 I BLOCK WALL REINFORCEMENT N.T.S. TYP. DOWEL 25' MIN. LAP (ACI 530) v T~Lpp � 00 M7 OD r L� 12 m Q�9G W i a m�$ LL'S a IO 2z�m� � o a Wrm Or W r°n�mY Or O J W ,gywm m to Zp - d a G J z C N 0 'A WWN.FDSENG.COM ❑ ❑❑ z^ Z ajj \❑ Z N Z N NQ Q I a — tf) Z N in u Ol0 W ^S L/) G To U—NE A, ~ 1 < N o qml DA S HOMIKS FLORIDA CONTRACTORS LICENSE NO. CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. L_UCIE Job Information: NO O z _ LO WJ O Ln t9 N z c'I 3 • a a J N M St — pwZ) m o LO L` J m (n (n FI Model Name / Number: 2000 Plan Issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER; 21-0199 Sheet: S 1 Of: LINTEL PLAN O 2x6 #2 SYP P.T. W/ (2) Vi'x&' 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" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o SECTIONAL ® OVERHEAD DOOR CONT. P.T. #Z WOOD SYP 2" X 6" a u n r `, a� `TOq. o �( v TRIM 2"x6" P.T. WOOD JAMB 4K N7. DOOR AND CONNECTION PER GARAGE SLAB GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR , fi L O F�.•^ `; 11ONPy e ®rrri TRACK MOUNTING DETAIL 0 N C d MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. gRu IRA " N g d£ W 0 0 fr� m 'g iiO N o & o ba W LL LL $§mw m 88 &BCE,", BLOWN -IN R-30 INSULATION PER FBC ,+,t EI=Isi.-,t K 3 - AND ENERGY FORM SUBMITTED WITH R G ; 2= n 0 0 0 PERMIT APPLICATION PROVIDE BAFFLES J BLOWN -IN R-30 INSULATION PER 12 AT EAVES (FOR VENTED ATTICS) `� W m m m FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR ' SEE PLAN TILE ROOF (PER ELEVATION) s $ q d u! o s�'m PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT 8 2 o 8 � I; , ram W 0 J rp SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA .c (i o _:,...,:.:.:, ❑ ❑ ❑ PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- r www.rosenacom FIBERGLASS SHINGLES OR TILE ROOF PER ELEVATION TRUSSES @ 24" O.C. SHTG &FASTENERS. (RSH] - ON FRAMING SHT, FOR n '� Z OVER APPOVED UNDERLAYMENT (�,/� PER FBCR 905.1.1 OVER APA t ---TRUSS ANCHOR (SEE PLAN) o N ROOFSHEATFUNG-SEESCHEDULE PRE-ENG. WOOD [RSH] - ON FRAMING 5HT. FOR - - ' SEE PLAN FOR — - — - z w ¢ a TRUSSES @ 24" O.C. SHT'G & FASTENERS. �___ BRG. HT. U)• 1/2" DRYWALL TRUSS ANCHOR (SEE PLAN) FELT PAPER OR ' • ' ETAL DRIP EDGE TRUSS PLATE U)Quz N TO BE INSTALLED ON OUTSIDE 3/4" P.T. NAILER . • ZX SUBFASCIA N V FACE • - i SOFFIT. SEE ARCH. 1/2" DRYWALL �+ � PLANS _ tMETAL DRIP EDGE L/2" DRYWALL CURTAIN NAILER 8 x 8 x 16 K.O. A 1 x 4 P.T. @WINDOWS ,� LINTEL BLOCK U /� 0 w C V-& I(�L CONNECT ALL 2x STU 2X SUBFASCIA i x 8 P.T. @ S.G.D. n O.H. Wl R & n l71 h ~ 1�IJ TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. n SEE ELEV. 0001P 1 CONCRETE " m U - w E G; 16d TOENAILS PLANS PRECAST "U" LINTEL " SEE SCHEDULE w s o 0 I'('@- 1/2" DRYWALL SEE PLAN FOR HEADER SIZE P U 0 �+ r_ N C 7 s j aow OPTION: 15/32" OSB EXPOSURE 1 ON O.H. ALL EDGES BLOCKED. DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE EXT WALL W/ SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" I PLY ATTACHED (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. FLORIDA CONTRACTORS LICENSE NO- CRC1330146 NAILS AT B" O.C.. ALL BEDROOM WINDOWS. N REBAR W/ 3000 PSI SOOO GULFBREEZE PARKWAY n CONIC. ALL LOCATIONS FOR N SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN N & FLOOR PLANS v REVIEWED CODE COMPLIANCE, DIVISION LOCATION: LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO ST" L U V' E COUNTY ♦ Job Information: OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). ). BOCC NOTE. MAX. SILL ON ALL BEDROOM WINDOWS. —VINYL FRAMED WINDOW ell WINDOW STOOL W/ SCREEN CEMENTITIOUS DECORATIVE PER SPECS PRECAST CONC SILL FINISH 7/8" THICK PER ASTM " C-926-98A PAPER BACKED FOIL R-4.1 u O INSULATION AT CMU BLOCK WALL " ZX STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM i EXTERIOR - MORE INFORMATION). SEE T013 1/2" DRYWALL SUBMITTED WITH PERMIT 'J (SEE ELEVATIONS) 7 0) ON SHEET 6 APPLICATION _ FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. FTG. DOWEL #5 DTA. MBARL 1 x 2 P.T FURRING ��\\ FILE COPY w 2 17" IN CONCRETE- 25" .� y m WOOD FRAME WALL PER FBC P.T, ZX #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED 1/2" TITEN 1 x 4 P.T. EXTEND (ACI 530) ABOVE BASE NAILER SHOWN \ .0) CA w/ 1/2 x 8 A.B. (OR x 8" SLAB. ALL LOCATIONS / 3 WITH PERMIT APPLICATION HD) W/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN �v•� WOOD MIN, 6" FROM END - SEE W507 BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB __--ITT SEE FOUNDA ION SLAB INFORMATION FOR TOP OF SLAB — ' — - —� O J L�L/�.I � n7 0 39 J 00 v ts-rrR.. � ♦ Number: 00 _'�' Model Name / GRADE GRADE o 2000 N CLEAN H 3 w 0 :SEE PLAN FOR ry RE -BAR QUANTITIES " ♦ Plan Issue Date: COMPACTED •. •.::. FILL 135 L7 IT Wednesday, January 20, 2021 SEE FOUNDATION PLAN SEE PLAN I, SEE FOUNDATION ♦ KA PROJECT NUMBER: 16" PLAN FOR FTG REQUIREMENTS'( 21-0199 WS01 TYPICAL WALL SECTION -81, CMU 3/4"=r-o° Sheet: S 2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=V-0" TYPICAL FRAMING DETAILS m m m 'y w 1" 144" 114 4 Q Q (2) 2 x 4 LAMI NATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (312 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 100 ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.146', L= 3") OR EQUAL (112EACH OUTSIDE OUTSIDE FACE) =EINTO HD_ 06'L31 ") OR EQUAL G 0 162% LL31/2" OR EQUAL 1) AD ACEVT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REfER TO NDS SECTION 15,3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THANFILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) Y " F.F. VERHANG •Y• •Y" •Y• •Y FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL N.T.s. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 - 8d EA. END EDGE VIEW SP4 AT (3) 16d SEE PLAN COMMON FOR WLL 24" O.C. NAILS(TYP)_M FHGT. HEADER PER LOCATION-� F —7/16" OSB W/ 6d NAILS @ — - 16" O.C. TO SIDE & TOP NAILER -2x W/ (2) 16d TOENAILS EACH END TYP. 2x4 SPF CONTINUOUS BLOCKING — ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE SEE ELEVATION FOR ROUND/ SQUARE TRANSOM BOX HEADER W/ (2) A35 EACH END 7'-0" MAX WINDOW OR DOOR OPN'G WF39 I TRANSOM DETAIL AT ENTRY s/2"=1'-0" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 4g 4f%4, 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT W/ UBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OFTOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP."y12N TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0' LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL 3/4"=T-( * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) 1 2 >4' BUT <9' (2) 1 (3) (2) (2) 10'-0" - 16' 3 4 3 4 ZX CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - C* HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 'EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12' O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE Ei'i�9i0EI.yVI•: SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. SOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. I 2 X 4 #2 SPF KNEEWALL WITH - STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDE FROM TOP OF WALL TO BOTTOM OF BEAM, ATTACHED PER NAILING SCHEDULE. SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SEE PLAN FOR BEAM SIZE 4, BUILDER FRAME RADIUS AS REQUIRED 2x BUILD -OUT BEYOND WF38 I KNEEWALL @ ENTRY FRONT WALL N.T.S. 12 SEE ELEV. (TYP) SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. / BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD R-19 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SPl @ EA. STUD 2"x P.T. PLATE 1/2" X 8" "J" BOLT @ 24" O/C MAX 8"xB"x16"K.0. BLOCK W/ 1 #5 CONT. CMU WALL .ERED WOOD TRUSSES @ 24' O/C '. ILIFT CONNECTOR (SEE SCHEDULE) -Ty DOUBLE 2"x4" TOP PLATE STUDS @ 16" O/C -CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" �> I �`teyenfuY �� T RFS' �rA t of C p P� E cv ' 0 S.( P h- �+ /lfllf � n c r- 00 DD a LL Bme" OyNo� w a Q am LL' Wa W , -fig Da m o 0 a z M.E. IBh�mY" t E. yA a k n�9.2 Q OU J 2 _ o 6 run � �VNM FDSENG.COM ❑ ❑ ❑ W z z M — o � VF/ Z y Q N a r z^ n � Ul m WQ) � O w� c Ln �M 24 U -cvE <IN Qm: r%A 1M C . Yf%M lr IM FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: O Z c `o LLJ O N N G7 N M N N ei I—YUM 3 O J N QJLLJ: m o J 00 0 (1) Lo L` ♦ Model Name / Number: 2000 VI Plan Issue Date: Wednesday, January 20, 2021 ♦ KA PROJECT NUMBER: 21-0199 Sheet: S 3 Of: TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ TO BE LESS THAN OR EQUAL TO 45° MINIMUM 2"X4" - CROSS BRACING i " (SEE PLAN FOR LOCATION) BLOCKING , (3) 12d , PER JOINT CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d @EACH I TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL N.T.s- TB02 TYPICAL CROSS BRACING DETAIL N.T.s. PROVIDE 2X4 MIN. BLOCKING AT •�-� CENTER LINE OF HIP/RIDGE, TYP. g6A J BETWEEN TRUSSES W/ (2) 12D ,: Np cq NAILS EACH END TO TRUSS TOP m O' . CY * CHORD �. * : I'.. F a' O •• °'° O .F L O R�• A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING °° o WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP ��SS'P,' A ______ TRUCTURAL PACE G.T. SHEATHING N ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 m c TOP CHORD WHEN REQ'D NAIL TO TOP CHORD a TO PREVENT SHEATHING OF HIPPED TRUSS W/ 3 RUSSE SPAN FROM EXCEEDING HIP 12d NAILS 9 6" O.C. MAX 24" SPAN (EITHER G.I - SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR SYP TRUSS BRACING yyss E - g ° N cc LO SEE *SPACED AT 10'-0" MAX w 00 cw W 1 PLAN - (2 Py 1-u 00 1- Q x it ik $ 1 2X4 BLOCKING J 5 O N" }y JJ J J c�g2 LiN �N LL LL LL S '� W.,— g a BETWEEN TRUSSES HIP TRUSS a S ' S BL9M$FLd T11303 HIP / RIDGE BLOCKING DETAIL N.T.s. T11304 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.s.g m E § 9, LL 2N �¢ak Z N U Q p U Big q 5 ° WNW.MSENG.COM _(D TRUSS NOTES' Z N Z ¢� 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA 15 GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT J \ f l BRACING SHALL THEREFORE BE INSTALLED AS V I Z N �� IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED th TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. rn w 2. ALL BRACING (DB,CB,SB) 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. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. U w O 4tlC.-, 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. t/T = 0pry � m ,jL�,1f —`, SEE TYP. TRUSS BLOCKING DETAILS V � N E ~- SHEATHING W 4 6 3TO 4 TRUSS Lx4 AS SHOWN U W 7 1 LTERNATF TRUSS SPACES DIRECT ON Q N O 0 ! qq NrTRUS A X VERTICAL SCAB 2X6 #2 SPF 48" O.C. • SEE (2}i NAILS W/ TOP & BOTTOM OR H5 TRUSS (4) 12d TIN SECTION TO EA TRUSS OR HC R/ PLACE OF (4) 300 Tj FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED @RAFTERS GREATER THAN 8'-0" B-B r 3000 GULFBREEZE PARKWAY SEE PLAN DBBLETOP DOUBLE PLATE TOP PLATE {�EV CPL ANCE PLIAN GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PRE-ENG.TRUSS SECTION I V O SECTION B-B CODE 2x STUD WALL SEE PLAN ST" LUCIE PORT ST. LUCIE . Job Information: GONV. FRAMED RIDGE - BOCC MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 (4), 12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR SIDE W/ (S 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MI REQUIRED ® RAFTERS GREATER B THAN S'0" ry COLLAR TIE EVERY 31'tl O SHEATHIN - RAFTER CB 2X4 BLOCKING BETWEEN BEVEL CUTS 12H NAILS (OPTIONAL)® TRUSSES WL ``r`�g COP ■ALTERNATIN EACH ENNT. EACH BAY TB 2X4 SPF W/ (2) #TX3FILE DB WOOD SCREW EACH TRUSS OR HS 048" O.C. i �, It O) M BLOCKING PRE-ENG. TRUSS > CN N N CONT. ROOF SHEATHING AT TRUSS TOP N .1 3 • J 2 STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION B 2X4 P.T. BLOCKING BEDIAGONAL TRUSSES W/ (2}12d NAILS C� WOOD �(• 2x8 #2 SYP RIDGE BEAM /y, O W V/ V J LL EACH END AT 8 -0' TRUSS MAX �( 2x8 RAKERS - V Model Name./ Number: CI COMMON MAX. W/(3)120 COMMON 2000 WALL BELOW TOENAILS TO RIDGE BEAM a 4 RAFTERS SPANS ES 10DAN (SEE PLANS FOR TYPE) 0^ OFORMAXW / COI MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD VI Plan Issue Date: T & B CHORD BEARING SUPPORT Wednesday, January 20, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING T KA PROJECT NUMBER: RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING 21-0199 Sheet: Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. ROOF FRAMING AND BRACING DETAILS 0 La THERMA-TRU INSTALLATION \\` KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims, Predrill the jambs and headers using 1/8" drill bit. Predril ling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE C� 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE An 6„ 3' nn 3" 3„ 3„ 3" 3„ E TIE3„ 3" 3" 3" 3" 6 6 6e DOUBLE DOOR W/ SIDELITES pA /E B I" 6' iPACE WENLY 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE n / FILLED PVC. PIPE. 0 m TOP OF SLAB r Ir - Ir 16 MIN. DIAMETER CONCRETE FOOTING SPACE EVENLY Pie Pit Oyck 7" �s to use In 5thl.M 8" 8° S^ W S' $EAIANT NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. S PER SHINGLE. c�Oad� P U ` A" ,,9 PAG utse ';too0O 1¢0p'A mar eavr Herr uses It no valley cenuadim s SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EYTER. WALL FINISH AND EXTENDING DINGMINIMAL ABOVE a. X 6^ H GALV. VERTICAL RISE OF FLASHING KTEN1 AL WALL FLASHING CONT. AT KNEEWALL RY PLASTER ST SEALANT ROOF SHINGLES FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED F eivG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION BUCK STRIPS - 2x (DEPTH OF WIDOW ` ^' AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. -rxzmlr%AI n.. 1^911^11 INSTALLATION OF WINDOW !l l I rw A I M L-1 4 1 BUCK STRIPS - 1x4 (DEPTH OF WOW, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS `1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU \ THE W'DOW FRAME INTO MASONRY " • \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH o 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 2X WOOD, MA IE BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN —^ FIN ASHEATHIN6 EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O A. WINDOW HEIGHT EXTERIOR IR/ . Tarr..-e��rrrar� INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S DRIP EDGE. IV EDGE AI 'EAVES AND GABLES OF OFS. OVCRLaP TO UE A MUNMUM `i. EAVE OmP [DGCS SHALL EXrEN ucanwn evn cvrcvn Renu ra" DYER OR UNDER Maaimum Easterner Spacing (Jambs, Head and $111) #to Screws Wording Fin'-- . BRedar Rind view WiMiw Or : Well Framing: *2Sprupa/Pine/Fir Or Assay -_ 110 aI-IJ2" Screw Minimum Penetration Glazing Beap Crow SEaion V law Slept Measure to be sure the opening is 318" to 1/2" larger than the window, size both verlkaly and horizontally. • You may wish to pmdral the imtalladan hole In the An at m'stime. ftwild Me PePin-0ed 1raYSlrr me saxaffirp fft as UW are not Step 2 Apply a generous bead of silicone to the backside of the mounting An. Use sough sNicone to sNAderady All all wads between the An and the wen assertion. Rapt Insert the window into the opening from the outside. TV window is labektl'Imde and "outside, but I these labels have been removed. the plario bead should always be M That Inside of the burdino. Step install shins under the so, adjusting than will the unit Is plumb In the opening. Shims should be installed under the OR every 2feet s"B [rNap the remaining hsternersin a^Incrernents zrom mecarner screws tome centerdearh Acne member. usecarermtmover- ughten the soews and pull them through it* An. Also, make sure tiro screws o in sus ht and do rat nose the Name to bow, Wall framing should be a minimum of #2 Spruce/Fine/Er. F35WO s should be *ID screws of suf ident two to adliew: l-Yr penetration Into the war and no less than yr fromedge of tram Fasremr nua,irides maned in mtl, side m tome In arhimm a" snadre Stgs8 If desired, a foam insulation can be applied tothe interior gap between the window am wall framing. BappI Mamndbelye NOW O'PANDIMG TYPE FOApf Rep 9 Sim I ese windows are Worry used In rooms with high moisture, Is, baMNoms, it is ,,nm led tiro[ the kderia gap behmen the window and wall framing also be sealed with silicone and laded ad as not M Moore, with the inebriation of wantsaarde the or thin. Soy ID Once all cons[mction Is complete, remove the bubble wrap from the tside and outside of the window. Unecesary, dean the blades with a mild detemem and warm water usho a soft ddh. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: DADS IKO IndustLtd Cbridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING 1st Choice COUNTI APP. rues, am NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: m v o �TL F g do U) kJC 00 3F 00 ek bR�'C N pq� O O.2 li LJi @ s" Z mN�z yea `s a W a - g_� =�� 13 a ¢ 3 6 r 1"'I {5 a ma 's z 3 o I— 0 3 e i 2z ffi As�M;zg J i� m� do a h-'W k. a c5 In p 2 ¢ U Approval # WWATOSENGCOM 0 FL7006.1 R-10 Z FIDYIde Metal Products Inc. FLAMCO "Off -rid a vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, ^ANU A"Q.C. TYPICAL MAX. FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING PRODUCTS LC TAMKO No. 30 #30ASPHALT-SATURATEDORGONC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL1232S-RS 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 563W5 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x S" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY S X 7 FL15279.36 Swing Doors: THERMA TRUCORP GLAZED 1st Choice +67.0/-67.0 FIB R SS 00 INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 THERMA TRUCORP. FLUSH FL20461.19 2nd Choice +67.0/-67.0 OUTSWING AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1. TOP & B07TOM OF INTERSECTIONS AND MIN. 16' O.C. THEREAFTER. TYPICAL ALL 4 SIDES Siding: 1st Choice /-146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 PN. Shakes NAILS 1/z" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10' O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL A. N.A. N.A. SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS $540 SERIES SEE BUCK DETAILS (THIS PAGEi FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 Single Hung (fin) ANCHOR WITH MIN. 1 A" EMBED. TO ALL FACTORY DESIGNATIONS WrrH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 48 SCREWS 3540 SERIES +40/30 MI WINDOWS Single Hung (flange) OF SUFFICIENTBUCK. INSTALLATIONITHROUGHIDx BUCK USE #8 W000 SCREW FL 17676.8 R9 3540 SERIES +50.0/ 50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE IYV INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A Horizontal FL 15804.2 NI-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1' MINIMUM EDGE DISTANCE Fixed Glass ' 1st Choice +50.0/-50.0 US BLOCK 829 FOR UNIT INSTALLATION USE WiIB" TAPCON ANCHOR FL18644.3 R-3 WINDOWS WITH MIN. lzh" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 1st Choice SOI ID SOFFIT VINYL DIRFCTION OF SOFFIT LENGTH Hurricane Panels: HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP'AA"-20 MALE PANELMATE W/ 46 PS EXT/ Galvanized FL16293.1 1st Choice 46 PSF INT. PANEL I INC. Steel Storm WINGNUTS AT 12112" O.C. BOTTOM 1/a"-20 SIDEWALK Parcels BOLT W/ POWERS CALK -IN I have reviewed the above components of cladding and have approved thair use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 $ z CNI z I a d N �i — to z r C9 m \V %t/1 Q) N Ed ro w � man t/1 c m ft3 ~ J F f J goo o, In 2 U 'X M a Y Q N O aD M FLORIDA CONTRACTORS LICENSE NO. CRCISBO146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: IX 0 Z U0 qT LIJ N . V N to M N N Z:N c-I -j — O Lu J Jm(f)U) Model Name / Number: 2000 VT Plan Issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0199 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH ., RESISTIVE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior wells shall provide the building with a weather -resistant exterior wall envelope. The exterior wall Section R703.4. envelope shall Include flashing as described in RESIS/'WEATHER / TIVE WINDOW UNIT BARRIER BARRIER WOOD FRAME SLOPE R703.L1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the TAPE s EXTERIOR SHEATHING FLASHING SELF -ADHERED FLASHING BY LAPPING DOWN 3/4'-1' BEAD OF CONSTR ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF -ADHERED FLASHING accumulation of water within the wall assembly by providing a water-resistant battler behind the exterior cladding as g required by Section R703.2 and a means of draining to the extorter water that penetrates the exterior cladding. OVER RIM JOIST AND UP WALL BY 6 IN. THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING (0.6 cm : 30.5 cm) SELF ADHERED FLASHING PRODUCTS DETAILS R703.2 Water-realstive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTIR D226 for Type 1 felt w other approved water -resistive header shall be applied over studs or sheathing of all exterior walls No. 15 yasF�wmwwoavl 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 Writs occur, felt shall be lapped not less than 6Inches. Other approved materials shall be Installed le accordance with the RESISITIVE CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslative barrier manufacturer's Installation instructions. The No.15 asphalt felt or other approved water-realadva BARRIER f 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 SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R703A. UNDER DECKING SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over wood -based sheathing, shall Include a water -resistive vaymr•pormeable barter 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 1. Cut, fold up & temporarily secure weather RIM JOIST Refer to the number marked as in each detail that corresponds to the to the water -resistive barrier Is directed between the layers. resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items In the list Of Instructions below: Exception: Where the water -resistive bawler that is applied over woodbased sheathing has a water resistance equal to or resistive barrier 3. Fold weather resistive barrier back over head flashing and PAPER 1. Install self -adhered flashing in Order as Shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage space. seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize membranes and mechanically lions.Met attached flexible Machin Flashing. Approved metal flashing vinyl Hashing, with the Mashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluld•applied membranes used as flashing shall be applied In accordance with the manufacturer's Scale: NTs SELF FLASHING SELF -ADHERED FLASHING FLANGED WINDOW W PO 1 SELF -ADHERED FLASHING IWPO2 -ADHERED CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 scoring cuts Instructions. AN flashing shall be applied In a mamner to prevent the entry of water Into the wall cavity or penetration of FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered erel membranes used as flashing shall comply with adhere to substrate using a square piece of flashing material (6 x 611 AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 pass 25 Grade NS or greater for proper joint expansion and contraction, ASTMC3281, EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED Minimum) Mini AAMA 812, or other approved standard as appropriate for the type of sealant. Fluidapplled membranes used as flashing In EXTERIOR SHEATHING � 3/4'-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ADHESIVE ASPHALT 6. 6. Fold as shown by arrows walla shaft comply with AAMA 7The flashing shall extend to the surface of the exterior wall knish. Approved flesalrng8 shall be Installed at the following locations: locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit 8 Y rY� 1 9 9 9 Y REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WP01) '�', tight to Corner 8. Mechanically fasten as necessary LExterlor window aopenings shall door openings. Flashing at exterior window and door openinshall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wall finish ate the water-reslsWe barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY , RELEASE PAPER attached flexible flashlogs shall comply with AAMA 712. Flashing at exterior window end door wordings shall be Installed In accordance with one or more of the following: SELF ADHERED FLASHING SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" • (BEFOREFOLDING, SCORE ftELE HEf APES SHOWN)$E ADHESIVEAs sHowN> 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed In the VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF THRESHOLD Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. � MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to z a � NECESSARY IN CORNERS THROUGH resh the wat �lvdbarrier for subsequent drainage. Openings using pan flashing shall Incorporate flashing or protection SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING eater head 1.2 In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING O 1.In accordance with ether Approved methods. 1.4 1n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 240, FMA/AAMA/ 2 WDMA 300 or FMA/AAMA/WDMA 400. ' SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry Construction with Name or stucco walls, with NAILING FLANGE <> projecting lips on loth sides under stucco copings. DO NOT FLASH OVER ' 2 O SEAL TOPS OF JOISTS o� 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE E UNDER DECKING (SEE DETAIL WP07) 2 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wooddrome construction. 6. At wall and roof Intersections. SELF -ADHERED FLASHING IWPO4 SELF -ADHERED FLASHING IWPO5 SELF -ADHERED FLASHING WP06 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 7, At built-in gutters. SELF -ADHERED FLASHING DECK PROTECTOR ----___�_ SHEATHING - WIT' Cement Plaster 7/8" Cement Plaster in accordance with in accordance with ASTMC926 ASTMC926 SELF -ADHERED _ . FLASHING PATCH Fell backed metal` . .. .. Fait backed metal lathe in accordancelathe in accordance SELF -ADHERED FLASHING - With ASTMC1063 - with ASTMC1063 DECK PROTECTOR 1 " Building Paper Belding Paper 7116" O.S.B. 7/16" O.S.B. j'. sheathing sheathing DOUBLE SINGLE JOIST Metal Keep top edge JOIST SELF -ADHERED FLASHING - Flashing '_ of weep screed SELF -ADHERED FLASHING 1 " -. . 2" below topof ' 2 3 1/2" block . 3" MIN J .. Unperforated- Vulc 4 Flange 7/8" 2 O 5 Weep Screed auk bottom cauk bottom joint only Maintain Metal Flashing Bottom of 2" Unperforated SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING AX W P 0 APPLY A LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2" to 2" Flange Weep Screed 1HO.8362x;DECK JOIST OUTSIDE CORNER V INSTALLATION OF THE BUCKIRECEPTOR, Above Roof Sheathing 1/2" Cementltlous Decorative Finish o • • o, All Inside and outside corner will EXTERIOR WINDOW UNIT ° need to be miter CEMT. FIN. Cement Plaster cut and caulked all BUILDING PAPER SLOPE in accordance butt joints need to becaulked using SLOPE 0.3 in: 12.0 in SLOPE 0.3 in: 12.0 in with ASTMC926 2nd �(1►Ft caulk for all 0.3 in: 12.0 in (0.6 cm: 30.5 cm) (0.6 cm: 30.5 cm) over wood floor (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~-- EXTERIOR .. CEMT. FIN. . BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish x Block WIRE LATH 21/2" Perforated Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement Screed Plaster over block EXTERIOR 1 at floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL $ 3 Note: O lath The building paper and metal must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING V1/P 10 EMT-F NISH WINDOW SILL W P 11 W P 12 the SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMTFFINNISHR PARAPET WALL weep screed. rTo SE OF ,Zffftl ll ll ttttt m ,h <CL ` 6f II m a7 M 00 avJ E13 B_a.'Z`�cdaZY I] $�SS�„s p$11 3 ¢ o Gn6YI �r>O, ?RIL a o w o Z W i J V ❑ ❑ ❑ nWNW.rnSEVG.CM Z a W Z z $ � Z m Q C V z ^ / Z I■�. aj V) 0 v rJ � 1 N LL: w 'o 41 ow o w f V) ' �m Yto m )/ c ao�q oQ A DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: O Z c W LO � r"n 4 N eH m 2 J N Z 0JLLI� m o Jm(/)(n to LL r Model Name / Number: 2000 f Plan Issue Date: Wednesday, January 20, 2021 f KA PROJECT NUMBER: 21-0199 Sheet: W P Of: WATER PROOF DETAILS ------------- ------ -------.:.._-- €s i W/ I `ems 4,f i 69L 2& SH 25 S". I 25 SH i 2S S ', 1 a ' j "2868loll 1 111 : — _—_..._..._._............. - Efft$$ EGRET. 42X42 A/C SLAB BY BLDR ;MIN VAULTC:.Gs MASIER�. FROM WALL BEDROOM WIT CEILING 411 10x6 1 w,d i ------- 55 ± GRLAI 260 x 'Ai C-S 14x8 1 wcd I l 61. s 9,. c 220 iI Y; 14x8 1wcd '-loc8 la �•� NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED I , _ W - 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS CLx ' 8x4 cd I Transfer ducts/grills sized in compliance --- - 6" I i � vAULTin 9 with Florida Residential Building Code-M1602.4 4 balanced return air. '•. - v 9 EXCEPTIONS 1-3` 4 13jSti > . .....:..... :...... ........ ... 8x4 1 N Icd 35 ' 12„ B ' lip T,9! I a r&U_� CE9LING , 14x14 ra ,9' x14 >K i 5„ m 3 6• I 10'4FLnTCL6. ° 0 5" bath duct n 1ox6:1wc40 10 t0 roof cap ae a .a• 1Ox6 1 cd w/ t d d 7 0 i 10x1 Q rag 105 va LT 1;-�'�cfnn 5 a n a r 24xl8 rag': bath fan 10x6 we 1 '.' _ 60 V2- 40 • IF TT x 10x6 lwcd WO l 10 65 lox 1 wcc , - 1000 r 4" dr er duct cn m O REVIEWED F to roof cap ; LJJ EDYER ! aAzEsm w/dryer vent box CODE COMPLU"_ LW:AFE IN REL ST. LUCIE C OZ - 2 9' 12 ra ; x4 Z in 5" bath duct `... .�/ — r- J w Lc soar :.. - h' . 'to roof cap _ _ I G4R SARAf�E T w/ standard 70 _2BRgI..... .. i WCRUNG O Q cfm bath fan 8" __ —®® :__ <[ J cv 165 12x12 ra m 14x8 1wcd - tI-------- ---- I FILE CO <o N o ----------------------- ---------------- Z l� CAI>- - m — 3-F)" COILING C, , LLJ > Z I Z 0 LLJ J I' Z ® Q AR; �,+�i rH[ ATInK1 -1 - I _ lst fi.00fi =A S.F. ... 0111. 25 E: i ., ' 1F: X 7' f WRP1FA:7 DOOR I I TOTAL F9,St•OG ( C) 2� S, F. Rating FLOORPii llEw" ?54&R £: 1 /41 = 11V COVERED PA71S)/L,SNW ELEVA71ION . � BtX� $ F. TOTAL ARFA LINDER ROOF: 3W3 S.F. ----------------- M t h us ave a minimum cearance OT 4 t cries around the air handler per the State Energy, code. All duct has an r=6 insulation value.