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HomeMy WebLinkAboutBuilding PlansSTRUCTURAL DESIGN CRITERIA INDEX OF AININGS t TERMITESTRUCTURAL NOTES: R3181 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO. TITLE_ TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STREN TH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND SEAMS), A SLUMP OF 5" OF 0,63. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAITING SYSTEMS, AND PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED ERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A PLUS OR MINUS 1% AND HAVE 2 TO 5%AIR ENTRAINMENT, 2. HOOKS SHALL BE PROVIDED AT. DISCONTINUOUS ENDS OF AN A MAXIMUM WATER/CEMENT RATIO ALL TOP BARS OF BEAMS. CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL ELECTRICAL 2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN NFPA 70-17. NATIONAL CODES (NEC BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31844) CONTROL 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." 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-106 THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GR A/ A1064M. WWF SHALL DE TO 'BE MIN .75 LI3S OF FIBER PER CUBIC YARD. DIEDEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACT 530-13) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL B OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOO NG $HALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION- 2018 EDITION n'n-�-�C NOTES" "BOR-A-COR" REINFORCING SHALL BE POSITIVELY SUPPORTED BYTE PORA Y STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY REINFORCING. SPLICES IN REINFORCING WHERE PER SHALL BE AS PER DETAIL M505 ON WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION AMA PLYWOOD DESIGN SPECIFICATION E30.16 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTI LINTEL PLAN PAGE. G AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE7-16 PRODUCT METHODS WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING A HESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF-20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF R CORE FOR WRITTEN APPROVAL. "F" OF THE FLORIDA BUILDING CODE 7th. EDITIONS IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN T S PR ALENT AREAS, APPENDIX ON T ESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY JURISDICTION, 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH LOOO P.S.I. FOR THE CONCRETE STRENGTH. HAVING 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: AGENCIES (A) GOVERNING MUNICIPAL AND REGULATORY 1, HOLLOW LOAD BARING UNITS SHALL BE NORMAL:WEIG HT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE IS) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (f'm = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C 70-14A. 3/8" A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476.10 WITH OF 3000 PSI SLUMP 8" TO it". CONTINUOUS MASONR A MAXIMUM AGGREGATE SIZE OF AND INSPECTONS ARE REQUIRED DURING CONSTRUCTION. TL/240 COMMMENTS: R703.7.1 LATH. METAL OR WOVEN WIRE OF CORROSION -RESISTANT MATERIALS. EXPANDED5. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE GRADE 40-U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF TRUSSES* ROOF RAFTERS LL/360 LL/1S0 TL/120 TL/240 LATH AND LATH ATTACHMENTS SHALL BE LATH SHALL BE ATTACHED WITH 1.1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED N THE CENTER OFTHE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** LL/360 LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL IM STOPS SHALL BE PROVIDED BELOW BOND BEAM. 5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLA�TIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I- JOIST*** LL/480 7L/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF 7. GROUT GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AE 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE A ST P IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 9,. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 31HALLBE ABOVE AND BELOW ALL WALL OPENINGS. (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. *** TL MAX 1/2" CONCRETE, CLAY FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED It. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER.CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE SHINGLE METAL TILE HEAVY CEMENT OF THE TYPES LISTED IN R703,7.2. WOOD CONSTRUCTION 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 WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL 20 20 15 2O 25 R703.7.3 WATER -RESISTIVE BARRIERS. SECTION R703.2 AND, WHERE APPLIED OVER WATER -RESISTIVE BARRIERS SHALL CL INSTALLED R- REQUIRED IN I WOOD SHEATHING, SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND TOP CHORD DL 7 7 7 LL* 0 0 0 0 -BASED AT LAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD BOTTOM CHORD DL 10 10 10 10 INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BARING WALL STUDS THAT DIA. FOR PLUMBING LINES, HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA. SHALL HAVE STUD PROTECTION ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS TYPE OF WOOD TREATMENT AND TO SELECII THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 VERIFY THE CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS WOOD OR WOOD IN CONTACT WITH EART STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE 20 50 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 5. ALL EXPOSED 6. UNTREATED WOOD SHALL NOT BE INDIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS » ATTICS W/ NO STORAGE 10 EXTERIOR WALLS. NO. 15 ASPHALT THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER WITHOUT WOODEN TOP PLATES. 7, SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, (NON-0ONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN INCHES. MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8, ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN LAN COLUMNS: 1.8E Fb = 2400 PSI MICR VALUES U.N.O. LAM (LYe) BEAMS: 2.0E PSI GLULAM BANS: 24F-V5 LAYUP 1,7E Fo=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN _ 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, 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR SEE NAILING IN ALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ING REQUIREMENTS DESCRIBED IN SECTION R703.1 FLOOR SHEATHING: OOF DECK: T&G A- GROUP I IRA RA ED8(48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. TTA HED WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS I OR 15/32' RATED OSB EXPOSURE 1 AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INERNALPRESSURE CO'EFFICIENT +/-0.18 NOTE: MAN ROOF HEIG FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3 FT ASCE 7-16 WALL (DESIGN ALLOWABLE COMPONENTS AND CLADDI G WIND PRESSURES AND SUCTIONS FORM N ROOF HEIGHT S 30 ft EFFECTIVE NAND PRESSURE WIND PRESSURE WIND AREA AN SUCTION (PSF) AND SUCTION (SQ FEET) y4 (+) VALUE DENOTES PRESSURE DIAGRAM - VALUE DENOTES SUCTION AREA $ O (+) 27.6. (+) 27.6 10 (-) 29.91 0 37.0 W 25.5'�, (+) 26.5 20 0 28.9 (-) 34.4 O 0 0 50 (+) 24.9 (+) 24.8 0 27.1 O 31.1 0 0 (+) 23.4 (+) 23.4 100 (•) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'A" 16'-O" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) - 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES.. 2. "a" = END ZONE IS ONLY WAN 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 IS140 MPH OR GRATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. II 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATE=RPROOFING DETAILS M-1 HVAC 0 TORP 'G ,,,N, 0 N S E9,1 'INN :v tJptre Ica`smaa4,° N h u^ O ffi E Lo .w APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANIpALLYA C FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF ul INSTRUCTIONS.. METAL FLASHING SHALL BE CORROSION. RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) . SEE FLOOR PLAN FAR ACTUAL PRESSURES.( SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) LL a�� a 3 • IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER 2 1 o m Ow _ BUILDING STRUCTURAL FRAMING COMPONENTS. SELFADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN B ^ g F B `2 °' m J 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 OFTHE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING P W =s H ¢ 800 U ASTM ALL B CLASS 25 GRADE NS OR GRATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 60 (PSF) COMMMENTS: 4 a r a ? 6 < a C1281 AAMA C92, 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 a11 f 0 tl N MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714, THE BASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DAD LOAD. : BALCONIES/ DECKS 40 (PSF). a A 4 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) 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) APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. THE TRUSS MANUFACTURER 1N ACCORDANCE WITH THE FRAMING DESIGN LOADS. g I � WWN.PpSEN4.COM • EXTERIOR WINDOW/DOOR OPENINGS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 80 (PSF) • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGNNEERED WOOD TRUSSES SHALL BE DESIGNED .BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) Z 8 • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, z o ,o • RE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT. STRUCTURE, EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ®HANDRAILS (d) 200 (PSF) ^'" WHERE E Y A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) - CONSTRUCTION. AND SEALED B FF • AT WALL AND ROOF INTERSECTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BARING POINTS; AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER SLEEPING 40 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) N STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES " d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG CU - 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. 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 w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR w MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. p Ln BUILDER NOTICE: FIELD REPAIR NOTES GENERAL NOTES: irC4 f R IS the Intent of Deslgner/Englneer listed In the tltieblock of these w `s 0 g 1.. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. providing _ ; NG 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, rs be Licensed � h j ADHESIVE BINDER FOLLOW( Professional. clear information. Every attempt has been made to = PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN: U o �, Ci 4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error, The Builder and all subcontractors are required to v m 2, FOR MISSED: FILLED DOWELS, DRILL TWO 3/ A 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 CODE review all the information contained to these document., prior to "` a ¢ N THEE the Commencement of any work. The Designer/Engineer are not INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM jDRILLING ARE. REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE- O THE MANUFACTURER'S SPECIFICATIONS; THEN FILL THE DELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, he Designer misinterpretations undetected and not reported to the Designer /Englneer prior to A QAIH[$ DURING BOND BEAM POUR. ` " VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OFTHE construction. All construction MUST 6e in accordance to the 3. FOR MORTAR JOINTS LESS THAN 1/4 ,PROVIDE (1y #5 C KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO C information found in these documents. Any questions regarding the TO FOOTING). CONSTRUCTION SITE INCLUDING, BUT NOT. LIMITED TO, SCHEDULING AND SEQUENCING OF. WORK, IOBSITE 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 N0. CRC1330146 4: MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTIONMAY E SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'+%"x 2'A" TITENS TO 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 STORY AND 7 10d NAILS TO TRUSS FOR UPLIFTS SS T, 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS THE RESIDENCE CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. r/ nginee with will be considered 3000 GULFBREEZE PARKWAY MA (} TO PROTECT, WITHOUT LIMITATION, MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM O W/ k4) 1/4^ x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement r the Designer/Engineer without advanced notification end 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 PREVENITIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments Will be made In accordance to the terms of the agreement DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED 'FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS: `�-" SEE FBCR{CURRENT VERSION) FOR COMPLETE CODE INFORMATION. ® Job Information: 16d x 2A/2" NAILS AND 5/8" ANCHOR SOLT SET IN SINaPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUBB LOCATIONS. MASTER REVISIONS DATE DESCRIPTION LO &,(J-DAMSHOMES V 0) Of Northwest Florida No "' �, w o� dE 0 a O -J LLJ :D 30 Jmcntan Model Name / Number: 3000 GULEL REEZE PARKWAY GU LTBREEZE, FLORMAA 02500 2265 -- V Plan Issue Date: Tuesday, April 27, 2021 ® KA PROJECT NUMBER: 21-3931 MODEL 226v5 Sheet: Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER: UP.01 TOP BOTTOM MARK SPACING SPECIES CAP.(p10 BW1 16" (2)1.8d TOENAILS (2)16d TOENAILS SPF NO UPUFF BW2 16" SP2 W/ (6}30d SP1 W/ (%10d SPF. 402 STUD, (6)10d PLATE STUD, (4)10d PLATE BW3 yg" (2) SP2 W/ (6) lod (2) SP1 W/ (6)10d SPF 803 STUD,16 PLATE MD, 4lOdPLATE BW4 16" (2).16d TOENAILS 12) led TOENAILS SYP NO UPUFr r BW5 SP2 W/ (61-SOtl 3P1 W/ I6}lOd i6" STUD 8 10tl PLATE STUD 4 10tl PLATE SVP 439 BW6 (2) SP2 W/ (6)10d SR1 W/ (8}10d SYP 978 �" STUD B 10d PLATE STUD, 4 10d PLATE BW7 12- (2)16d TOENAILS L (2) led TOENAIS SPf NO UPLIFT SP2 W/ (6}10d SPi W/ (6)-10d12" BW8 STUD, (6) 40d PLATE LIDO, (4)10d PLATE SPF 535 (2) SP2 W/ (6)10d SPi W/ 16J-10d FS-W-9 12" STUD, (6)1Cd PLATE STUD, (4)10d PLATE SPF 1070 BW30 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 SP2 w/ (e}10tl sP1 w/ MY10d BW11 12" STUD, IB 10d PLATE STUD, (4)10d PLATE SYP 585 (2) SP2 W/ (0)10d SP1 W/ (O}aOd BW12 12" MO, (6)10d PLATE I STUD, 4 10a PLATE SYP 1170 BW13 NOT USED 21 TOP PLATE TOP OF WALL lL /--DOUBLE SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE W W9/S3 FOR CONNECTION INFO. IF HEADER 18 WITHIN WALL INDICATED ABOVE WITH EE M$03/8-1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. il CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS dI TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION .,. ".- ..AA= PLAN FOR MORE 2X P.T. W/ 1/2 A.B ® 32" D.C. W/ 7" ' INTO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW=SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.; SIMPSON 1/2" TITEN HD 0 32" O.C. 7/18, OSB PLYWT W/ SAME EMBEDMENT W/8d NAILS AT 4"oc IN AND EDGE. SEE GENERAL NOTE#8 BRG. WALL DETAIL FIELD 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. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE WF06/83,1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGE TO M SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHFARWALLS.WALL SEE PLAN AND WALLS SECTIONS FOR STUD SPACINGAN D GRADE 8. IFTHEBEARINGWALLIS INDICATED WITH THE BWS. 311 BW7,BW3 0 THESE WALLS ARE ONLY SUPPORTING THEFLOORPLAT LOAD AND NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE TA PLATE AND THE 2X PLATE CAN BE ATTACHED WITHTIN HARD CASED NAILS (GUN WALLS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. e. SP1/SP2.ORn/E ONE MAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d- OAA8" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - J.6d TOENAILS 0 DTT2Z W/ 1/2' WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR- & (8)1/4" X 1.1/2" 2145 SDS SCREWS (3) 2 x 4 SYP #1 OR (4) .16d TOENAIL 0 DTT2Z W/ 1/2' WEDGE 2145 a (4) 2 x 4 SPF #2 ANCHOR' & (8) 1/4" X 11/2" SDS SCREWS C8 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** Sees U _ 2 200 SYP POST & (12) - 1So NAILS 6x 6 P.T. #2 ABU66 W/ 5/8" ATR** G -12000 CB SYP POST &(12)-l6d NAILS U-2300 8 x 8 P.T. #2 ABU88 W/ (21- 5/8" ATR-- G = 24335 C7 SYP POST &(18)-16d NAILS U=2320 C8. 3.5 x 3.5 P.L. 1.8E Fb=-2400 PSI HDU5•SDS2.5 W/ (14) 1/4' x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SD82.5 W/ (14)1/4- x C9 1.SE Fb=2400 PSI . 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR. OR ATR** C10 3.5 x 7 P.L. 1.8E FD-2400 PSI. HDU8-SDS2.5 W/ (20) 1/4" x 21/2"SDS WE & 7/8" EPDXY 6970 (WOLMANIZED IF E)M) ANCHOR, OR ATR**+ C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HOUBSDS2.5 W/ (20)1/4' X 21/2" SDS WS & 7/8' EPDXY 7870 (WOLMANIZED IF FJO.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8SD52.5 W/ (2O) 1/4' x C12 1.8E fb✓24DO PSI 21/2" SOS WS & 7/8' EPDXY 7870 WOLMANIZED IF EXT. ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/&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 101 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINAL51ZE PARALLAM COLUMNS (1.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON W. GUN I APPUCATION NAIL Oh0.1ENGTH NAIL SPACING 8d 0.131" X 2 W 0.13J." X 2 %" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0148" X 3" 0.1317 X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 34" 0.131" X 3 A4• NAILS & TOP PLATE 12d 0148 X 3'A 0131 X 3 of 8 O C (COMMON) STUD WALL 8 0 C GUN NAIL CORNERS 10d 0148 X 3' 0131. X 3 8. 0 C (COMMON) STUD PACK 8 0 C GUN NAIL COLUMNS led 0.162' X 3 'h' 0,1.31' X 3 -Al' (2) I -SE OMMON) SEE PLAN (3) 18D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS 802 SYP W/7/16" CONNECTION: PROVIDE (2) M1 OSB FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU r(2)-2x O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 n 10 #2 SYP W/ 7/16" CONNECTION PROVIDE (2) SIMPSON LSTA24 OR (2) BM SOSEIEA FLITCH PLATE. NAIL BEAM TOGETHER USING (2) SIMPSON HTS 0 TO WOOD POST OF 12d NAILS NAILS ®12' OR (2) SIMPSON HETA16 TO CMU D.C.:C. T YP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) -B 2 x 12 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M3 OSFLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) IdEAM TOGETHER USING (2) SIMPSON HT520 TO WOOD POST ROWS OF 1211 NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2).1 3/4" x 111/4" LVL CONNECTION: PROVIDE (2) 2.oE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING 12) ROWS SO i0 WOOD POST 1/4" x 3 1/2• SDS WOOD OR (2) SIMPSON CMU OR {21 SCREWS 016" O.C. TYP. ,N.O. ROOHETF N. PLAN. COL. U N.O. ON ROOF PIAN. EACH SIDE. (2) -13/4" x 117/8" LVL 2,0E Fb-2600 PSI. NAIL BEAM CONNECTION PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HITS20 TO WOOD POST SCREWS 0 16- O.C. TYP OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 1 3/4' x 16" LVL ' > 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD TS20 TO WOOD POST SIMOR PS SCREWS 016" O.C. TYP, 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.OA. HEADER SCHEDULE MARK HEADER SIZE REMARKS Ht (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #R5 W/ 1/2" FLITCH PLATE THIS SHEET H2. (2) - 2X8 #2 gyp W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2)-2X10.#2 SYP SEE GENERAL HEADER NOTE! #5 W/ 11r FLITCH PLATE THIS SHEET - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 O(2) W/ 1/2" FLITCH PLATE THIS SHEET (3)-1314"X 111/4 ATTACH TOGETHER W/(2)ROWS I/4-X3112 H5 LVL 2.0E Fb=2600 PSI SDS WE SCREWS @ 16' O.C. TYP. EACH SIDE (2)-13/4'X91/4 ATTACH TOGETHER W/j3)ROWS 1/4-X3112 H6. LVL 2.OE FIT=2600 PSI SDS WD SCREWS @ 1T D.C. TYP. EACH SIDE .HEADER SUPPORT NO. OF JACKS 8, STUDS REQ. AT OPENINGS- 2x4 WALL 2x5 OR 2X8 WALL OPEMNG JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" • 3'-11" (1) (2) (1) (2) 4,-0"-9,-0„ (2) (3) (2) (2) 10'.0"- 16' 0' (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE let FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN S. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" O.C. ALONG EACH EDGE OR (3) ROWS IF 2x1O 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. : 14'-0" 23•-4" 19'-8a 2,$„ 10-4 3 $ SO .B -4 11-4 I �L 0 DBL 25 SH 25 SH 16" RECAST ABOVE 16" RECAST ABOVE v- - - - - - - - -. - - - - - - - - - - - -b - - 'EGRESS W A.B. N 2'-10" 5'-5" 11'-5„ BW1 FIBERGLASS c OSE , z ATTACHMENT' 1668 aP TUB /SHOWER B8 I H1 ClIw� LANAI F m UNIT i OWN ' O 000.10'-0" 3'-10" 2'-4' 2'-8" 4•-6" NHS BA O B „DE ROOM 4 8'-0" CLG ' 3450 SH 8'-0" CLG W. CLG O 3 I H B 1 H4 c�5 �lo T ° x C Oo o A io ATTA HMENT (2)3050 SH 2868 ��W4 H2 a N O 51,8" L 3,-7 1'-I " 6,-4" BW3 AO H1 BREAKFAST ? o 10'-0" CLG (» ol S2 - G.T.I 2868 266 2-2068 ' _. " w I. FLR z 8' CLG in r LINE 36" FLAT BAR �. " R/SH ,. TOP ON 341h" a.. WALL dP 00 ; et N eY R SH 3'-10„ 3,-6" 2,,8" 3'„ I / �.� R/SH J- -R/SH >"--- -.-- 26118 2.2068 5 4" 3 8" 4 4 10" IW I.0 W.I.C. I '° N SOJ- v I t`tv I� FAMILY ROOM T 1 KITCHEN O C O q 10'-0" CLG I , I .I 830' CLG M 3 "i - - R/SH z 1 R/SH 10'-0".CLG 8'-0" CLG It �0 " J a35 L i-- I yyt0ll i N N W 8'-0" CLG "'"co 4'-10" 5'-4 v 4/0It P'G � DROP � , - I 8'-0" CLG 2468 T-2" 11'-7" CLG12'-11„ R/A 24683X5 wP.G. 10" COL 5sH sHwR-------- A/CBEDRO M 2 MillDROPBOXT 90d' g•_0 CLG 6" WALL 1 w I BW3 61-0^ cLG F YE DINING ROOM 3'$ 3'-9" 5'6" 1, FIA 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 �. +26.5 / -28.8 O +26.5 / 34.4 O� +24.8 / -27.1 O +24.8 / -31.1 +24.3. / -27.5 (� +23.3 / -26.0 NOTE: 1. WINO SPEED LISTED ABOVE IS AN "ULTIMATE" VVIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE' PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME: WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL Ipttarrrrpi GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a o minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. ��i 9 • L 0F'�� Q...... io 2. Bathroom exhaust fans must vent to the exterior of OO�� I O 1 `v, the building, exhaust to attic space and soffits is not °is itil I I Ill m acceptable. Ventilation shall be Permitted to exit through 'a the El If solid soffit is Installed 5%0" on each side of the venting. t' 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 (12.7 m)SYPsum board applied to the garage aide. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the to to a o structure supporting the separation shall also g e O protected by not less than 1/2 Inch (12.7mm) G m IS ED 1- 00 gypsum board or equivalent:. n g P g$ a yx 4. R312.2.1 Window sills In dwelling units, where the PIEL103 D, 6 °' �' top of the sill of an operable window opening Is located Js s 0 N g W less than 24 inches above the finished floor and greater m than 72 Inches above the Bnished grade or other surface U9R LL a w `n below on the exterior of the building, the operable window -• g gCJ __ Ill a € _ o shall comply with one of the following [3 listed methOdsl. g 2gf � Y_5. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass.8 J8. Gelling for exterior entries and covered porches to i ie2 ahave 7/16". span rated OSB nailed per Zone On I NM U J u) O (n roof diagram nailing schedule or 5/8' CDX. g '� wv7W.rOSENe.coM ❑ ❑ ❑ 1X T&G acceptable for substitution. � 7. EC: R402.2.4 Access doors from conditioned spaces to ' unconditioned spaces (e.g., STUDS, and crawl spaces) t z g m 0shall be weatherstripped and insulated to a level N ' equivalent to the insulation on the surrounding Z Q .$ surfaces. J m . O B. M1502.4,5 Duct length " - 1`-1 (�eTal The maximum allowable exhaust duct length shall be Z n Il4R f�JE determined by one of the methods specified In sections t/) U L"'1 _ C5 C2 ' • , 10'-0" CLG ' qe M1502.4.5.1 through M1502.4.5.3 m I 1 41 _ 1 rn1 10'-D" CLG W ,. �F N I I AT 10'-0" i i M i. Fll"'t4 - O m 9. Callings for exterior entries and covered porches to be' x' 3" X 10" DRYS VENT'X'r` '' THRU OOF UTILITY 7/16" OSB On underside Of roof trusses Shall be OCORNER ga' MAX L T 35' g'_0" CLG a � 1 attached to all framing members with 2x blocking Q , PROJECTIONS provided at perimeter. The OSB shall be attached w/ Sd1 p 1 WF39 , s, @ ALL LOC'S 3 N�.LIVING ROOM _ _ _ _ _ 1 H4 S_3SHOWN <0 aO nails et 6" O.C. field ens 4" O.C. at edges 007a screw HANSO BOX >< io , - ti shank 3" O.C. field and 4" edges. Vinyl Ceiling to beINVERTED HIP T010'°t ' ' 1 1 fa 36" FF �+ d attaches to OSB per manufacturer speciflcatiDns CEN R DOOR N ❑1 1 x I B EN WALL ''VERIFY WINDOW TYPE _. W.H.N4 a3068 WITH ELEVATION Q a R/SH N V o EGRESS iv. .-... 2868 -- ---- --- - - '..:: N ¢'�...s / 2) -12" SIDELITES ¢ N ° / I TRANSOM ABV. DBL 26 SH H1 ' MET. T'HLD "' .BW3 MS03 ��, / TRANS. ABV© M503 (1) SIMPSON HTT4 C2 DAM H 4 / I SEE ELEV. III © S•1 .REQUIRED BETWEEN &1 WF21 OPENINGS. / S-3 ENTRY 6'.2" 4'-6" 9'•1" 5'.5". 14'-2" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ROOF ras ASV io o" T.O.M. 3000 GULFBREEZE PARKWAY DBL 25 SH IIL. 10' CEWNG GULFBREEZE, FLORIDA 32563 BMS O W�34 0 1 DIVISION LOCATION: S�I PORT ST. LUCIE p 4'-0" 10'-4" 05M3 III LOCaIEtN ES 4 to II , 22x36"MINA ® Job Information: '0 12- 8' CEILING BMS III` COL. TY . TOP OF BEAM AT '�� i 36" H DECOR.. HAND RAIL _ - NOTE: `a 3 CAR GARAGE iv III 12"x12" COOS SIT o N W-O" CLG -•q,.l N 2" IN BOTH SIDES N N cD22 C5 CD22 S-2 TYP.@ ----- `--- j ENTRY 5-2 , , 51 12,-10" 7,-0" „ --- --- --------------------------------• 7 1 - 13, 4., N CRAFTSMAN ELEVATION NOTE: AT ALL FRONT ENTRY COLUMN LOCATIONS USE THE FOLLOWING: PROVIDE 1W' SQUARE BRICK BASE WRAPPING POST AS REQUIRED SEE ELEVATION FOR BASE HEIGHT aSEE DET, MS03 ON SHEET S-1. ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED 0 8" O.C. BASE CONNECTION TO HTT4 FALT. (1) SIMPSON DSP EA. SIDE @ ENTRY ONLY LO 1 1 LO MS12 N M 3 E S.2 MS12 ' ¢ n.. S-2 1 HOSE V m OT O1 1 BIBB °"-.' �-y"�I 'VLLJ r-n G LAO W A/ / J DO L 8 X 7 OVERHEAD DOOR ; 16 X 7 OVERHEAD DOOR V Model Name / Number: y� c 2265 -0 8'" 16'-0" ,�,[ AREA 'CALL U LA I"�- I o N J Plan Issue Date: o" 18'-81, - Tuesday, April 27, 2021 1st FLOOR 2277 S.F. V I KA PROJECT NUMBER: 28,8„ TOTAL LIVING (AC) 2277 S.F. 21-3951 ^! GARAGE 617 S.F. Sheet: Of: FL®O 1 R \ PLAN (/�'^`� Y COVERED ENTRY (BASE) 176 S.F. COVERED PATIO/LANAI 186 S.F. PLAN SCALE: 1/4" = 1'-0& " ELEVATIONS "C" "CR* f N TOTAL AREA UNDER ROOF - 3256 S.F. FLOOR I` L/'1 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 81. REINF. OPTIONAL CURB FOR F F VARIES GRADE SEE PLAN MASONRY 0 ELEV. 0'-0"— x W/ (1) - #5 BAR CONT. 4 ' v 00 Ng rI, 2 STORY: 20" X 20" ♦ .� • REINF. W/ (3 - #5 DONT. 16"4 (2) #5 SEE PLAN ° • ; $6 (2) # 5 REBAR REBAR BEARING * FM01 SINGLE STORY FTG 1/2"=r-0" FMO21 SECTION@ GARAGE REINF. SEE PLAN _F,F. 81, (1) #5 REBAR CONT. FM03 THICKENED EDGE 1/2" 1'-0' 1 111 (*)SLOPE MAY VARY 24 MAXIMUM DEPTH. 2x BRG. 'WALL . BR ♦N /q ♦� T R O ♦ O , IF GREATER THAN 24 CONTACT FOR OR ♦ /? s I (SEE FLO REFERENCE FMASW FOR STEM WALL OPTION MORE ORE INF R PLAN FOR ♦♦♦ Q� 5 �.•.,E ��� MNFORMATION)Q...•Cl PROVIDE 13" WIDE FRONT WALL e� • v SgA ••.. RECESS AT GARAGE OF GARAGE 7 No a, '; G.•. " DOOR. EXTEND 6 BEYONDi x F.O.M. EACH END, TYP. GAR. FIN. FLR. ' I'- CL le ALIGN DRIVE W/ BOTTOM OF �� ♦♦♦♦ > O ' 2 STORY: 20" X 20" (2) #5 REBAR s O (\j P• `♦♦ m RECESS & PITCH DRIVE N q �o a 4" CONC. DRIVE W/ 1/2" EXP W/ (3 - #5 CONT. 2 STORY: 20' X.20" II f 111 ti0 JOINTS 10" O.C. TYP. 16" (2) #5 REBAR T. 3 FM09 I SECTION @ GAR. DOOR 1/2"=1.'-O" FM10 INTERIOR BRG WALL 1/2"=1'-O" 2x BRG. WALL _ 2 STORY: 20" X 2d" (SEE FLOOR PLAN W 3 • #5 CONT. FOR MORE INFORMATION) N D L 8� I r- E F EE PLAN 'K.:�.: A D � 0a , m�RD- A b nNm�E Ld a 3 .•� d ya to IFa Z 245 REBARE�� s •Igpt 8888 Ww Wm� ¢ O. go FM11 STEP DOWN BRG. 1/2" 1'-0- 151§3@ Ia a, ti o en SEE PLAN WWW.FDSENG WM OPTIONAL CURB SLOPED GROUT aW SEE PLAN (9 Ln 4"x 4"x 6" s Y T TO DRAIN 1 ....... . . . .. . O MASONRY A R ,- t .0 0 WITH CURB O .. TYP. SEC. Z ELEV. ,. • (1) #5 BAR CONT. (G.C. VERIFY) ) O z o N F.F. REINF.. iD Q SEE PLAN) rn �� / ( i 2 #5 CONT. w - INSTALL LINING ` •. " _ w v .' . , '' 2 #5 BENT BARS W/`�yj a to MATERIALS PER °°. . • y N .' ::, MIN. 25" LAP SPLICE ' I m FBC•R P2709.2 , • , ,tn MUDDED FLR. 16 ``' •` SLOPED TO DRAIN MIN. (6 .# # #5 CONT. .L 5, /va Q w FM14 SECTION @RECESS SHOWER 1/z^=iw" FM18 TYP. STEP FTG. DETAIL� U=NE w o TER AT . o AL N E REINF COs THE REINF. BARS SHALL BE ,-, ; ,; GRADE SEE PLAN") I .. #5 CONT REINF. O CONTINUOUS AROUND CORNER ••• • SEEFND FOR w BY COLD BENDING THE BAR WITH .. QUANTITY .. U MIN. BAR LAP OF 25" `aD sm Q. N o m #5 X 25" X 25" CORNER BAR ONE cov s FOR EA. HORIZ. iN • DAMS " OMKIS REBAR; TYP. U.N.O. - II 18'I (2) #5 REBAR FLORIDA CONTRACTORS LICENSE NO. CRC1330146 C CHASE 3000 GULFBREEZE PARKWAY 4' PV 2 STORY: 20" X 10" 4" C SLEEVE W/(3)-#5CONT. GULFBREEZE, FLORIDA 32563 FOOT ING TI NO DI VISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1.1/2 =r-0" FM23 TYP. FND PENETRATION 1/2"=1'-0' PORT ST. LUCIE STEMWALL SCHEDULE STEM WALL 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 0'.0"-2'-0" B" 10" 16" 20" W/ (2) #5 BARS <674# 51-8" >2'-O%3'-4" 10" 10. 20" 24" W/ (3) #5 BARS 674# 5'.4- 4-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4'-0" - 5'-4" 16" 16" 48" 48" & #5 @ 18" D.C. TRANSV. 11624 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE .SLAB LEVEL NOTES• ® Job Information: ikI c un OLui U O N W m m Gi U 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL z INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM 1 a - n , � SPACING STATED IN SCHEDULE ® ,J Gi Z) W SEE MAx. F.C. u $ 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND I m (n (n INART.0-) SPACING (O.C.) i d WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND A E ® Model Name / Number: W.W.M. TO BE TIED TO #5 , #4 TURN BARS ARE REQUIRED C FILLED CELL LOCATION. EACH BAR TO CONT. REBAR F.C. ABC. FDN Q D EACH PERT. T (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 REINF. BAR E NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4TURN BAR 0 STEM *9 CONSTRUCTION FOR MORE INFORMATION 2265 WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK V Plan Issue Deter. a)# � - ;; ° FILLING IS TAKING PLACE (1) #5 NOR¢. coNr: TIED ro " .< EA. VERTICAL REINF. B „ " " ,16, 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 0 16" 2021 RN GRADE -a" MIN. - + y .a O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" Tuesday, ApdI 27, - To TOP OF „ ' • - „ 6„ h * TALL (TYPICAL ALL CORNEA) STRIP FIG.. 6.IF STEMWALL IS WITH IN %40" OF POOL OR WATER FEATURE FOUNDATIONS KA PROJECT NUMBER: 21-3951 COMPACTED CLEAN FILL ";`!''(. • • .R . • . I 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. IN MAX 1z" LIFTS 6. R403.1.4 MINIMUM DEPTH(, EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG- W/QTY OF It MIN. COVER d-SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. —` Sheet: Of: REINF. PER SCHEDULE b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO WHERE � (a SHOWN) R403.1.4.1 THROUGH R403.1,4.2. Iwo 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE NTS FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,277 x 3 = 6,831 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN IJGHT'G & RECEPT. + APP. CIR - 35,381 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,381 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100%=10,000 + 40% OF "A" = (.40 x 25,381) = 10,152 + 100% OF "B" _ (20,000) = 20,00 TOTAL WATTAGE = 40,152 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS 167 616B INSTALL FAN - O INSTALL FAN BOX PREWIRE BOX PREWIRE / WP GFI / INSTALL FAN ' BOX PREWIRE\� I cm I 1 1, , -- - GFI 1 :GFI 220 .FOR HOOD 0.'. - - - - - ' ATTIC ELECTRIC / FOR D/W 11 I O dFEl IF REQ'D BY COD 1 GFI GFI N. w m - r "FAN \ = RREWIRE II I U t lJ \ 11 1' -___--------- _- 220 rr ,ILL �IIIJ O 1 1 1 I t ' G ).. 2�0 , _ INSTALL FAN �q�- — ' ' )'� - J 4 BOX PREWIRE b.d - ` I I- / I II GFI III ���� 220 / - --- - / - tt L i_ J.I. W.H. LI -a J / / / / x INSTALL FAN /BOX PREWIRE 1 t 1 1 1� \ \ "'RASTALL FAN BOX PREWIRE INSTALL FAN l...l BOX PREWIRE OVERIFY COMP, LOCATION W/ BUILDER WP k GFI II % IT \ .II GFI @ 42" ,III LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE III \ \ AThC ELECTRIC ( DOOR IS PROVIDED A DISCONNECT SHALL AD T METER LO IF R�Q'D BY CODE ' BE DED A Al --------- - 042" a�i 4Fl - `COACH LTS. \ - --.- _ A FOR ELEV. FOR GARAGE CONLY "" L\ 1 DOOR OPENER 1 FOR GARAGE �- DOOR OPENER PLACE COLUMN COACH LIGHTS ON WALL BEHIND WHEN \. 1 \" GFICRAFTSMAN ELEV @42 IS USED NOTE KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN - POSSIBLE, REFER TO ELEVATION FOR TRIM. COACH LIGHT COACH LIGHT - -- COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0" n C31 ; ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF ALNERAL) KITCHEN 44" AFF BATHROOM 39" ARP LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF. 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFP 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 - ACCORDANCEWITH 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. 1-0. 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 OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH 010 FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING {� CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET , 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT N DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT czi (� 220 VOLT OUTLET O- DOOR BELL SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET I = DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM L.E.D. DISC LIGHT m GARAGE DOOR PUSH BUTTON OPTIONALOVERHEADSERVICE VERIFYFINALAMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE / 200= 210 COPPER OR 410 ALUMN. ( , IN 2" CONDUIT METER MAIN DISCONNECT II ----II 200 AMP �I--A/C DISCONNECT UNDERGROUND u SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # S TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER e) APPROVED GROUNDING ROD W/ MIN. 8- DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER GO. e4' 0 04 M' m -I vk st a s 0. ��1 N g�"Bg� pm�38 a LL' a to 0 3 o WEY?, gg �= zis a m5 2- ;, In co .¢ €�� g LL- ' � o c o "�m3 U J N YAYVJ.RI3ENG.CCM ❑ ❑ ❑ O 7, IF Z � - o Z 'n Zry LA m 4-1 w o u U- ,. 0 w N (J-NE w G pp �ff ¢ cj 6 m MIi S \DAMS HOMIC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE R Job Information: 1 Lr) 0 G ` N y_ 7 N M E N 0 -J LLI ZD rri CD o �L M () � ) V F Model Name / Number: 2265 F Plan Issue Date: Tuesday, April 27, 2021 KA PROJECT NUMBER: 21-3951 Sheet: IC/� Of: ELECTRIC_AL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally for Irftake and exhaust 6 TOP OF BLOCK W'DO HEAD 0 is io io FIN. I 09•• aR wUGE VENT 23 SH LITE TEXTURED CEMENTMOUS COATING 1�6 25 SH 48" OFF RIDGE VENT 48° OFF RIDGE VENT LEFT ELEVATION TR'/ SCALE: 3/16" -1'-0" TOP OF BLOCK I W' HEAD c do W fo N.FU TOP OF BLOCK t() W DO M1 zo HEAD HGT FIN. FLR. LITE TEXTURED 25 SH CEMENTITIOUS COATING L.. L DEL 25 SH W'DOW H T zo FlN:FLR. D HGT Q _ 2650 SH Lj L- DEL 3050 SH 3450 SH EAR ELEVATION SCALE: 1/4" =1'-0 .12 e LITE TEXTURED DECORATIVE CEMENTITIOUS COATING - ENTRY ! - DOW HEAD HGT 4 50 FINISH FLOOR 4'10" COLON J DEL 25 SH 72" HIGH COLS. 3068 DOOR WITH (2)- 28" HIGH BASE ON 28" IHIGH 12" SIDELITES.& BASE (2) 63" X 16" TRANSOM FIXED GLASS ABV 9 OFF NOSE VW DBL 26 SH 16"TRANSOM f12 6 4e•arE wove veNr 25 SH 25 SH 8 X 7 OVERHEAD DOOR Soffit product provides 4.12 net sq in/sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) `. 3256 s.f. Total needed for exhaust for upper 1/3 781 net sq inches Total needed for intake (soffit area, lower) 781 net sq inches Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be used in combo with ORV) 43 Lineal Feet of Soffit needed to meet required 142 Lineal S.F.provided by plan '' 1# TOP OF BL W'DOW F@ P HGT 9 DTE TEXTURED CEMENTRIOUS COATING FIN _FLR. RIGHT ELEVATION "CR" SCALE. 3/16" =1'-O" DECO LOUVER I 16 X 7 OVERHEAD DOOR FRONT ELEVATION "011 SCALE: 1/4" =1'-0" BRG. 0 DINING RD BRG_0 GARAGE R F.F. ♦,4�'� 9'T O R r s esm w � s s� ct /1//1i4rtay' W N F� to V 5 p °U .-I Op D I� 21 1 Is to 00 ;'�' E 3p xk 7Jk 4C to U0 9s_m� Os��o e`�e° 60D-�gz w a ym `s a L5 4=�sA a en N (9 7@ 0 3 F $§§ Z N 4 m G LLzN nG Q 4 g9 Q o`Ir to p 8 @'p WWW.FDSEAG.COM ❑ ❑ Z zId d aco 2 ZN 4 to41 (, m w 9 id O — W In cl � � m � to � U ENE W x ao U Q NOWW! ALDAM0 140M S FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 4 C I 0 z �to 0 to LU `? N U M w C0 ro • ' Q t0 I-- � U m o. 0 J W: m o JM(n(n ao FT Model Name / Number: 2265 Plan Issue Date: Tuesday, April 27, 2021 FT KA PROJECT NUMBER: 21-3951 Sheet: 5 Of: ELEVATION - CR CONNECTOR SCHEDULE FOR WIND SPEEDS < 1SOMPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 1S/32".) IF 15/32" IS SEE DET.TB03 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR( BLOCKING 1 W/ APA RE( FOR SPAN F SHEATHING SEE "HIP R BLOCKING" Lim 11111111 No Sol MEN IN mill a FINiN111111 'PAN I some III! k N D� BOTTOM CHORD GABLE END BRACING @ ZOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1.1 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 S 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE [4:12] [12:12] (SO FEET) (-) VALUE DENOTES SUCTION a=4Q a B /CIE 1 O AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -49.98 -68.93 .6,993 438.93 10 GABLE -49.95 "49.95 1 •79.64 1 -79.64 1 -79.64 1 -102.64 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):' ZONE 1! ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O-C IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS•03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ® r ZONE 3,30.3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4E O.C. ON EDGE AND 4" O.0 IN FI:ELD ROOF SHEATHING: SHINGLE: Ian" EXP. 1(1m) © O DUELL 1132" EXP. 1 (I m) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3g" x 0.113") NAILS Gr r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 11132", SHEATHING SHALL BE FASTENED. � B , ���+40 WITH ASTM P1667 RSRS-03 IOd (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS B�4# 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE >2OT��DEG,>20 TO�DEG, [4:121-[12:12[ RAFTER WI BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 20 #2 SYP BLOCKING @ IS" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGE&A MINIMUM 1" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN III O NAIL AT BASE ROWS U4"D.C. w/SO COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4" O.C. W/ Sd COMMON NA IL. © HAI L OPENING PERIMETER W/(2) ROWS 04"D.C. w/8d COMMON NAI L. NAIL INTERIOR AT r O.C. wI 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL 0 V O.C. W/ Bd COMMIX) NAII. O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER w/Sd COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & SOTT_ © (2) 8d NAILS.(M T O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. 15132"OSB - EXPOSURE1 SHEATHING PROVIDE MIXING 1 IL II AS REQUIRED PER II II SECTION X-X IF NOT FULL HEIGHT SHEET - EEEE © FLOOR SYSTEM NOTE: SO NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2112°. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Is' (2). Zz TOP PLATE BEYOND 15/32' OSB EXPOSURE SHEATHING LL � LL `LL41. y ALLSHEATHING A 22X4P.T. BASE PLATE BEYOND SEE 2x RIBBON OR BLOCKING PLAN BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM AT ATIONSMIN2X4#2 LOCATIONSMIN2X4LL PANEL IN $PF TURNED VERTICAL W/7/18" FUTCH PLATE TO WI (2)12d TOENAILS EA. END. NAIL FUTCH aw "S" = NAIL B" PLATE TO VERTICAL WI (4) 8d SPACING NAILS 3/4" 112" STAGGERED e T S. VERTCAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. -„ ________= -= _ --------- -- II II N 11 1 II 11 II II II I II SOUD 2z BLOCKING F II 11 II II 1 W M9 OALLSHEATHINGEDGES �II p 111 III II I ( SECTION%-X) Fa- 111 111 II II II I � III 111 C III II II I I II II D II I II II I y- III III OPENINGIL_ III II _ 1 ___ 1 III III 1 II II D.p4 C X III_ _ L_ -11 II a 111 TF ID -r7----^- In u 2XSTUDSBEYOND. pW� IIIIIIIIIIII 1It 1Il III LII .III II 11 II 11 III I I 1I I 11I SEE PLAN Wx10 IIII 11 IF. IIII II II 1 IIII II. II I III 11 II 11 I �� IIII NII I I I I IIII 11 II IIII I I I I Il I 11 N 11 I IIII I I II 1 It I II II II I ___41____u _-_ / ( - _ , . ' o . •'„ , , ,CONNECTOR SCHEDULE FOR: ADAMS HOMES -'2255 ELEV CR 3CF WAS ACTUAL CONNECTOR NOTES �� '#OY.1ES5" .� ,)iET'A1S/PER TRUSS k1RR. �. 1830# ^..s (9)10d x1 ( (9) 10d x 1 1/2 777 B.8 . ' 4O#, . (18) :10dx11/ 2'R " 1Od X1 910dx112 AQ2>�`A1J479�C az�cro21 LI`nnla $�2#Drtpsr ': i�ETAi,61HigAlHiaA 40#' �O4 18aD#11O lz D# lOd x 1 1 J1$). 12 - " $ 10d X1 67(i `4, 2212.0#91T"s-',( HETA16./(2)HY3�01(?)H1 A16 '2365#/2S /?3661F� (x)$J1Odx11/2°:: ' .12 16d. Ji9 fSls ORHO`A16'/H10A' -"1814#/1D40# n`'. .: 18`10dx14 L7R: w107#Of1e5S .' HE11pi$Y,HETAIB `"�151411 /1$1O# (S)10d x112Lw,= .(s}f7"•. 10dxl i '`' ` ; 6Y5 1515 .1 1/M/R `-892#Rr,l4;s, -HEfASS{H10A/PER TRUS�kiFR, ' 1S1Oi)/1.04PN '-. ;(1$).30d x1-1/2°. r f17 L/R 1404 #Gt1e3i- j2)HEi'R16!(2)HTS1.0 ',2365#/2G20# (12)16d . , 44 1odX1i2" (1$)10d X H10A/ HibA , - -SO4n#! 104(NI-/ W400 " (3811ed X z"7,13" 18 SOdxi12 `....I I+f10A/H1OAE`1040#J7,114U#1 18 10d x 11 !2 1810dx112. 24 SOd x 1-1 2 ( ) / MG LjR.` .,-SQ9$#wT1Ess : HTI52{!'FHETA'3iS ..; 1330,#/15109, CSX, . �.CON7T. -zb$PLFG)14Bs ; NPILS'' 350 FLP ± ',. 1 16d 4' 1 1 @ PER GEO / s4 .' ...',„..VN 11..',,.' :'..,-CONE. . :... �4zfiurl�fs-. - R€ TRu MFR` . 97CB13CD75UgFORT. U'N , OL M -; 3 w i 2 0# Es9 $ � O Tr22 ' , 21 5# . � 1/2 WA n (8 1/4 x1-12 ,� SD EWS S SCN TRUSS MANUFACTURER._ PROBUILD/BFS ^< 15A'TC Of LAYOUT:'' .I DATEQE TRVSSCUT"SHEETS: 4/21121' 4=LEFi R RIGHT&M MIDDLEBEARINGS. G LOCATIONS ARE REFERENCED TO TRUSS MA ACTU T,RUSSO AW NO5. BEARING NVF RERS R ), . ALL CONNECTORS ARE SI MPSON PRO DUCTS77 FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE PE OONNECTOR&FASTENERS SAP Sw IBM tETA1DW(RIOdx T'M2"OR 1810 mRY FEDA20W21IDd XT 17 E. O H25Awl(10Nd NAILS 05 586 FRAME O IFMMTOI 111INI0 (41100)(111 RRAME LO TN)N NCLWEI FRAME TO O)HTW`)WI4Rlmx1 40 FRAME LOCATKIN NCWDEi HGT4W 1810d MILS 1 1 G FRAMEID W 12" EMSECMEM w MASONRY EPDXY (FK4Td l FGTRW(1l)1/bx9'9K OFRAMETO IM90NRY AM RI 1/2'9 V TITEN't (p LGR wI (t8)16dN"TR 0FRAME TO &011N"x2-T MA90NfiY NO © FRAME TO MASONRY! (2)LGT2 IAf W atl TIT IN°x21N"T FRAME OR (28)163 MNMIQ:RS(19 Q FRAME TO MASONRY/ (Y1LGT3W(2471/4'x &IS)39"x5"T)I'EN - FRAME OR(52)18d MNKER9 I I SEAMED I HU410 OFT HJ0410W LS MASONRY 1 Q x2 I cn FRAME OR (12)2110di FETA 101E 1040 USES 030 10D0 8W eB0 i) 112 9930 38N KY A 28 1310 B 11 OR N50 2624 9 T.R. r 1 0C90 LWS FITS 111 472E 1750 2030 ) 9006M 408U.M A) 8240E SURF M13 4T80.M 657" 'A) 6016E 60 1W I I Logm CONNECTOR&FASTENERS SEE 9W HTAISW 10)IW.117013 INS IvaHTA20 W 00)10dz 117 HT7AW(W)9d NAILS 515 BOB RTId&wNi'410dx11(2' BOB lowU118)10dx 11-AT2PLYTRUSSES am HBO ifI*CN(1 T INC10L JUxNDAER13`S'ANTD 0OI8"EAAIL8 30 411498E5 EDME1,NTWBIMPr EPDXY930 T A10010dx11/TIATEXTERIOR 1283 16a0 WON INGUIDE (S)IMT0E W WK4NI0dx 117 PT EXTER�IOnR 2570 3080 ION INCLUOE (6)12d TOENAILS (EA) W 1 MR9 AlD 2 b8°A.T.R. Nd Osl ( ) EMBEDMEMW91MP90N SET' IOZO 9790 EPDXY T5FOR 9-PL uIC W wI.,... . WOODSCREWS AND 7100 1dd SINKERS& .Y TRU651 NSO'M N4E(EA) B986F &(10710d N°x9" AILS ML9 n IMid'tL M O RAMS O (n 1-PLYW 1 I xt. 12'CA 0 Od 1 1 1fM10 1 WO 14+LYW t tOdx112"dR 0 f I MASONRY 2 PLY W 112)1dd 3985 2�5 9iLY W 112)1d4 24M 2430 H LRA t6W S10d NAILSANo4)lg 2. 114" (I U B69 1 110 WWM18W ICI NARK"a(A)"" W4" @) (1 u46 i2 26 TAPCON9 WEDGE-EOLT O �NRRYY OR WBMFOW 10)10d NAILSANOO 1/4°x21W ( am 1110 OR TwAuI11S/to NALSAND (4)114'X13W 1 TAPOONS WEDOE-DOLT v*e 1=6 © FFRAIRITTO K10SW(8)111IC' NFOS�O)8�W 780 BID FRAME TO OTTU W (9)IN' x111T SD9 WOOD DT&R W (& iN' Im- W918 WOOD O MA9IXNRY SCREWS AND 112'eA.T.0. EPOMEDwI () 91MP90N °SET° ENOTEwn 189 5 11 IS 6CREWBAND 1170A.T.R EPOxIFDW ( ) 98AP90N-sET" ENOTEA4 1310 IB$ FRAMF TO FITTIcd)INY4 in-NAILB AND III NB-d HTTO W(20) IwaIIZ' NALS AND (1) ® MAN."ATR.EPDXIEDwi SIMPSON"6ET" (SEE NOIEkd BELOW 4375 SOBO 51111 A.T.A EPDXIED W SIMPSON"SET IEEE NOTE N BELOW( - SUDS FRAME TO HI-r4W 816d,L!Il1"SIMPSOND1618'6 (1) O 4 I HTT 0 W a "11) 1 ) © A7.R EPDXIEDwI81MPSON SET' 960 4 / 238. OXIED7MPSCIl W8'O A.T.R EPDXIEDwI SIMPSON "bET - 4 180 MASONRY (SEE NOTE M OELOV4 (SEE f#1TEM BFLOVD O FFRAId70 H709w/(24)10dx1112-MILS 785 via LUGTI w/(29)WAi t2'NAILS 876 INS U O FRAME TO HI W(4)1RNI I-SDSVNOOD 760 780 RT16M W R IN. I Iw MILE 1390 1395 MASONRY WFEYNS& )Mx21N TAPCON6 @) TA S /IRA"zt 3N FM.OIN I) FRAME W'T Ad(10)11410 WSWOOD SCREW$6 VO MASONRY (1) NS'6ATR EPDXIED W ONPSON"SET" 986E 4510 W12 MIKEMEEDMENT (2)VGTW(a2)tMSd SOSwp00 SCREWS A(2)SAI A.T.R. EPDXIED W 51MP1w6I 517D EMBEDMENTREWS tF d H ulF.sCiI W(10) 1I4` Iw-a[ W0003285 t7lSEnW12'MIN. 5 W(22) 10dNAILS A Hn48 w/(19) 4160 SCFEWS&11)WrSAT.R. 10dMILS61OW8"BAT.R. 1X)HTi9 w/(621 YEdA2112°MIL9f 497s - 6W5 11)5'S'6A.T.R(SEENO7EA) (II N6'BAT.R (BEE NOTE84) (iCN[O!, f,MING UNMGY 1. CONNECTALL FLOORTRUSSES TO INTERIOR SENDNG WOOD WALLS I BOWSal(a)lU TOENAILS. 2. W1TR1199TOTNI195CONNECTIONsmEP mimDBYTRLIss MMUFAQTMRM UN.00NPLAN. 3 G.O. MAY USE EITHER SIMPSONOR"CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALLOUT. 1.. FORSINGLE PI.YTRUSSES, SCAB ON FULL HFIGWSYPkiY'W"TO TRUSS WRTICAL WEBW(2)ROWSOF10d NNLS@310.C.STAGGFRED. 6. 1T lEN.AT.RENEEDM4'4" CMUCIMATCAMU.N.O. B. SLAB YRRIISS CXORDW4'�0"2x9YP 826MTCH CHORD LUMBER BIZE)w1(2)NOW9 ipd pP 4"FROM END&4'O.L. STAGO CONNECTOR LOGTION AS MUCH AS POSSI099BMERAT LE. 'O MINIMALOONNECTORUNOONFMMINGPAN 1. CONNECTIONFOR ALL ROOF/FLOORTRUSSESTO MASONRY WALLMUNTELW (OF- WALLS UNO ON PLAN 2. WNW"C A724.ORB2'O.C.PWMNGVMTIULSPORALLFLOOR WUFDMAR LTOMA90NRY WALLS SEE DETAIL F1112/8S.1 FOR MORE INFORMATION 3 CONNECTION FOR ALL HIP JACK(CORNER JACIQ TO MASONRY WALLSACF'NALUFUNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM SCATA TO TOP OF MA90NRYAT III" O.0 MAX W(2) AT EACH CORNER aC. TO VERIFY LOCATION DOES NOT CONFLICT w JI(IF APPUfAkE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/SEA%*1(2) IN TONNES © MINIMAL CONNECTOR UNOON FRAMING PLAN 1. MNFECTIONFOR JACK TRUBattIWOOOW OR BEAM n MINIMAL CONNECTOR UNOON FRAMING PLAN ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING- SEE [RSH1 SCHEDULE THIS HT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED TRUSSES AT 2' " . . MAX R S E D WOOD T USS S -0 O C 0 CONVENTIONAL FRAME ROOR(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 19/32" COX (4 PLY) PLYWOOD 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Ed NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1,1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST _ c +-METAL DRIP EDGE C.M.U. OR ICE WALL. 2 x SUB -FASCIA SEE TYP. WALL SECTION -ALUM FASCIA _ 2X2 #2 P.T. MIN. FASTENED 2x.BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD OF EVERY OTHER TRUSS IN/ (3) CONT 2 x 4 NAILED TO _ 12d NAILS, TYP. (+*) (***) BLOCKING W/ (2)12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ JCHANNEL SECURED AT 24" O.C, FASTEN TO CMU W/ 3/111 TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148'XW' AT 16-O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAIQN DETAILS (*")ALUMINUM SOFFITS> 1'-4" BLOCKING REQUIRED. (***) VINYL SOFFITS> V-O" SHALL HAVE FOR SOFFITS < 1'.4" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL V-71 nrr T0% n n O °'I s � a� _J ��, 'F LU •wig A'• '' '_: (N. /. V,"�. l2�� l2 oti IIS1i a• '. N F IWtl m ODW 10 00 In �io 2 p a�cP$� 1ui y Ua W pB0 Z�;z'xo $M W1RgwI D: O gT-9E LL ZN al d a bEE Q OV J N 6E0 2 s S W U J n ¢ m P WWW.FDSENQ.COM ❑ ❑ ❑ 4 Z - o z o le z �5ry J .3 € LO �z � (N O m dN%11� (A Ce g "1 nZD c Ce �iEww ww.7f�10 o =m E � 6_ m _A� a C 1pApVY ®© a LV Cf tlOD � I�i DAM Ks FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O Z d c LO W ` � U M D W B) N m 0 0JLLJZD Jm(n(n VI Model Name / Number: 2265 VI Planlssue Date: Tuesday, April 27, 2021 VI KA PROJECT NUMBER: 21-3951 Sheet: ^ Of; ROOF PLAN C-CR LINTEL SCNED LINTEL BEAM: - 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI I GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN, FILLED CELL: FILL BLK. CELLS WITH BODO P.S.I. GROUT ONE #5 Or LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB -. .. MS021 TYPICAL SHEAR WALL SECTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO, (PRECAST LINTEL • SEE LINTEL &NEET FOR SIZE OF LINTEL) L Al n. PRECAST LINTEL- REG. OR RECESS A. rimmiacu rum NI mit, ...,.. 17 . TRANSOM OPENING -+' " FRAME INFILL AROUND WINDOW '�•� BY BUILDER SEE `\ WF01 FOR MORE INFO `\ \ 1 \ (2) 2X8 WOOD HEADER i ' TURNED SIDEWAY ' ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER 0 EA. END. USING (6) 3/16" DIA. X 1.3/4" TAPCONS INTO MASONRY & (4)10dX 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/101 STAGGERED 0 6" O.C. -OPENING- N.T.S. MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM SO4PSON SP2'S TOP AND HOT. W/ 12 10d NAILS n ^ 0 EACH STUO 71' "/71!\`• 2%45PFAT I I I�� 16"O.C, n, H I TYP. TIE BEAM W/3000 P.S.I. I CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(e) - SOd X 11/2 SPS OR BPS FOR 2x6 AND 2X8 WALLS USP LSTA30 W/ 2Z(10d NAILS ) L _ T _ r T - s 4 4 DOUBLE 2x TOP PLATE SEE PLAN FOR HEADER TRANSOMI , III STANDARD HOOKS SEE REFERENCE DETAILWF02 IF RADIUS I I I M806 FOR MORE INFO / OPENING REQUIRED i it TYP. FILLED CELL W/3000 h P.S.I. GONG. I ( I W/1 #5 REBAR VERT. ANSOM O ARCFIED OR FENING LAT III INTERIOR BEARING WALL 2%45PF AT I 2-2x45PF LL 111 INTERIOR SHEARWAh EXTERIOR FRAME WALL 16" D.C.SR.I PLATE 1 I I t 8" C,M.U. I. h I I 1 I 2X8 P.T. W( k"X3" I TAPCONS 0 6' D.C. I 19 I' 2"x #2 SYP/SPF P.T. W/ IN MASONRY OR III I 1 (3)1/2' X 8" "J" BOLTS OR NAILS 0 6" O.C. IN ..p -. (3)1/2" X 8" E%PANSN)N WOOD. PRECAST RE(ESS ANCHORS OR 1.3" X 1/4" TAPCONS OR ., (8) 2 7/8" HILTI TIX-DNI NAILS 8)-10d NAILS 0 BOT 2x BASE PLATE SEE AND LISP SM24 W/ PLAN FOR MORE INFO I NAILS 0 SILL DOOROPENING MS03 FRAME (EXT/BRG/SHEAR) LL o AAARfIAIRV rnhdNFCTIl I FIPTAII N.Ts. WFOS LINTELS AT ENTRY DOOR w/TRANSOM #5 REINF. 20' MIN. LAP BAR Es 9 #30R#4 REINFORCING 'P. 4t9 R 44 1 ARP SPLICE -MIN LAP LAP #5 STD. 90° HOOK #5 REINFORCING BAR #Ci 1 AP SPI ICE SCALE I'-1'-0" ° #6 REINFORCING BAR ** GRA� 96 TAP SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPGONS SPACING #Flows 2 x 4 1/4" X 244" 12" O.C. 1 2 x 6 1./4" X 244" 12' O.C. 2 2 x 8 1/4" X 2-A" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO SUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST_ _____ _ ,p ;LLNTEL a (2) 2X P.T. i BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2 NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 114X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 1 2x BUCK DETAIL N.T.S. -2-2x4 SPF TOP PLATE - F,C. EACH SIDEI. SEE PLAN N T.S, SIMPSON LSTA30 W/11-30d TO PLATE & 11-10d TO COLUMN SIMPSON A34 W/ (8)-8d X 11/2 NAILS 0 TOP & BOTTOM OF HEADER 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED w/IGd 0 8" O.C. SIMPSON.MSTAM36 MAY BE USED W/ (8)1111/4" TITENS & 30-10d NAILS P.T. SILL PLATE W/ W)II" ANCHOR SOLT 0 32" O.C. 0 BASE PLATE DOUBLE 2X4 W/ ESP MP34 0 TOP B BOTTOM SIMPSON A34 W/ (8) 8d X 11/2 NAILS OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE NOTED. 51' O LINTEL NO° LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM 10 17'-4" 950 PLF 138 PLF 404 PLF 93 PLF 8F16 -1B/1T 16" MINIMUM Q 4'-6" 6113 PLF 1471 PLF 2724 PLF 832 PLF 8F16 -1B/1T ® 7'-6" 2661 PLF 737 PLF 1634 PLF 286 PLF 8F16 -1B/1T ® 7'-6" 2661PLF 1719 PLF 1634 PLF 963 PLF 8F16 -1B/1T 4'-6" 2931 PLF 200 PLF 2724 PLF 105 PLF 81`16 -1B/1T ® 12'-0" 1254 PLF 184 PLF 723 PLF 121 PLF 8F16 -113/1T 13'-4" 1075 PLF 164 PLF 606 PLF 120 PLF 8F16 -1B/1T ® 9'-4" 1843 PLF 307 PLF 1133 PLF 173 PLF BF16 -1B/1T 16" MINIMUM NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) S REBAR A -0- _ rnN, ru REO� Y Y CLEAR • CAeauT •J .� •a REBAR AT IMTTo» c OF LNF CAwn1 Isonon wrvoleuaA h-SWACI I IN LIMA vARRw e^ Nanlru:l wpTu TYPE DESIGNATION P. PII WM 9RgR IU•Oki [0'" -- GU4M"T PR *9 R®AR AT BOTTOM OF LINTEL GSV ITY 81=1(o-IS/IT NOI'lIWf1 WIDPI J J L4rdNINI N 14N Pepsi REBAR AT TOP MATERIALS 1. rc precast lintels - 3500 psi, 2. to prestressed lintels = 6000 psi. 3. fc grout = 30DO psi ve/ maximum 3/8, aggregate. 4- Generate masonry units (CMU) per ASrM C90 w/ minimum net area compressive strength =190D psi. 5. Reber provided In precast lintel per ASTM A615 GRII 6. Field rebar per ASTM A615 GR40 or GREG. Prestressing strand per ASTM A416 grade 270 low relaxatlon. 7- 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar heed and bad joints. 2. Shore filled lintels sa required. 3. Installation of lintel must comply with the archrteCbrral and/or structural draefregs 4. Untels are manufactured whh 51/2" long notches at the ends to accomhnodat® vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection. except lintels 17'4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom fleid added rebar to he located at the bottom of the lintel cavity. 7. 7/32" diameter Were sumps are welded to the bottom steel for medlanloal anchorage, 8. Cast-IM1placo concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10,Untel min. depths are called Out on lintel plan. if contractor Installs a deeper lintel than Indicated on the plan, doing this Increases the strength of the lintel and Is approved without engineering letter. K a smaller lintel is Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based ah minimurn 4" bearing. Exception: Safe loads for unfilled Ilntels must be reduced by 2096 If bearing length Is lees than B-1/2". Safe loads for all recessed Ilntels based on 8' nominal bearing 2. N.R.=Not Rated. 3. Safe loads are total superimposed allowable load M the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by JProviding addionai reinforced masonry above the precast ilntel, 6. One #7 rebar may be substituted for two #5 rebars In 8" lintels only. 7. The designer may evaluate concentrated loads from the safe lead tables by calculating the maximum reslating moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pound%per linear foot. PRECAST "U" LINTEL wit 30WPSI COW. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WfR7 TOP OF WALL LINTEL SCHEDULE. FOR REQUIRED REINFORCEMENT HURRICANE R N ANCHORS ra 10" /---3TD. 90 HOOK (�)--►k ley • n STD. 90 DEGREE ANGLE 3000 P.3.1 CONC. W/1 #5 DI . REBAR � � o ` REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST OOMPLETE CMU COURSE BROW SILL A FILL SOLID W/ (1) #E BAR FOR ALL WINDOWOPENINOSO.W AND LAROEI '• ' CMU U,N. DAA I I SEE FOUNDATION SEE FOOIDATioN PLAN PLAN FORLOOATIONS MSO1 BLOCK WALL REINFORCEMENT TYP. BOND BEAM 8•xW x16"K.O. LINTEL BLOCK FILL W/3000 P.H.I. CONC, W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FrG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN, LAP (ACI 530) t t"It tie t", TCJn•S .v".'.. P eE . ta D «W 0 .` L04,• ,ipFt S t ON, '.. dJll !1l114TL� gg 2g"� " t0 YI gy 8LO oo W c O NN a .m a MKrF�Z W a �v'bvgS a SX.. Q a m_Pc ui �4 hm Z-motmg z zoz a it swa Dl rRm t>; O J rll 'g V o J d C) g§ ® y WWW.MSENG.COM ❑ ❑ ❑ gi C7 u^ F Z ;0;� 3 �ry0r a pp+ 1 • 9 - to N N ti t1J � � sEVAI i 3R to � Q: ex fee tam�i � ca0 V s Q CIO DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE f Job Information: Ili O z LO C � LIJ U M K s z N M Q 01 I` V 0) l 0 J LL,I m o JMV)(n I" Model Name / Number. 2265 Plan Issue Date: Tuesday, April 27, 2021 KA PROJECT NUMBER: 21-3951 Sheet: i� I of S.se LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) W'xS' EACH END SEE FLOOR PLAN WEDGEANCHOR FOR BEAM SPEC. 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER k": • '-"" TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o n "J" BOLTS WASHERS SET IN FILLED CELL W! #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL SECTIONAL OVERHEAD DOOR o ,t'ttwaatlflo WOOD SYP 2 X 6" S t ;. I TRIMySE x •,• •.' ,,.. •- •.` ,� fit: 2"x6" P.T. WOOD JAMB - J DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB cv TYP. GARAGE DOOR ,`�CJ ,r. n TRACK MOUNTING DETAIL �i �c 9idP5, i86rt`• T N v o W o N NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS H- DETAIL - UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. ppg-ppy"y L 0 w w an 5�@c BLOWN-IN R-30 INSULATION PER FBC " i( ,� S v`c 3AND ENERGY FORM SUBMITTED WITHo £ ¢ OPERMIT APPLICATION PROVIDE BAFFLES,�BLOWN-IN R-30INSULATION PER ' AT EAVES (FDR VENTED ATTICS) Eaa °i2w pi tiFBC AND ENERGY FORM SUBMITTED 12FIBERGLASS SHINGLES OR gZ12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) g§ gAW V J PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT A ¢"m b WWJI.F�Se°6.COM ❑ ❑ ❑ SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.11 OVER APA ' FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- o (D TRUSSES @ 24" O.C. TILE ROOF (PER ELEVATION) [RSH] - ON FRAMING SHT. FOR ' OVER APPOVED UNDERLAYMENT SHT'G & FASTENERS. PER FBCR 9051.1 OVER APA Z N g 0 ROOF SHEATHING SEE SCHEDULE- , TRUSS ANCHOR (SEE PLAN) Q PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR __ _ _ SEE PLAN FOR a TRUSSES @ 24" D.C.SHT'G & FASTENERS. BRG. HT. _ �i 1/2" DRYWALL �' • V Z —TRUSS ANCHOR (SEE PLAN) FELT PAPER E `' METAL DRIP EDGE V? (9 a`'a TO BE INSTALLED ON OUTSIDE TRUSS PLATE (TYP.) FRAME FOR BUILT-UP Q) SUBFASCIA FACE 3/4" F.T. NAILER • ` � 2X CORNERS min (3) 2x4 OR 4­­1 w SOFFIT. SEE ARCH. 4x4 w/ 2x4 POST UNDER EA T 1/2" DRYWALLP1AN5 END OF SUPPORTING BEAM.OMETAL DRIP EDGE 2 X 4 P.T. PLATE112" DRYWALL CURTAIN NAILER r e x 8 x 16 K.O. NAILED W/ 8d NAILS @ 6" w1 x4 P.T. @WINDOWS n LINTEL BLOCK KEEP IN H WI FOR SHEATHING OC ta%1 �m CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. „ O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH � U TOTOE PLATE WITH D u (TYP.) ALL SIDES / y (TYP.) FRAME FOR COR- U = N E u 3000 PSI CONCRETE p-v A w o SOFFIT. SEE ARCH. u SEE ELEV. y po yi OO NERS FOR NON LOAD �-- 6 16d TOENAILS N y+ o° PLANS PRECAST "V" LINTEL � � BEARING SIDES NAILED 1/2" DRYWALL SEE SCHEDULE u ° fv'v° b'4° v'd \ W/ 16d NAILS @ 8" O.C. U N o �(IQ SEE PLAN FOR HEADER SIZE v vv vv ° o y y . 15/32" OSB EXPOSURE 1 ON 1/2" x 8" J-BOLTS ,)4 \ y (TYPCOURSE HIGH A.F.F. O.H. EXT. WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. y MS HOMES OPTION, MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE T813 FOR NAIL ATTACHMENT, CMU BASE FILLED w/ CONIC ADDED BELOW THE HEADER W/ EACH SIDE w/2" WASHERS ` y w/ (4) VERTICAL RENF w/ PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" (TYP.) NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL {3) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE N0. CRC1330146 ALL BEDROOM WINDOWS, REBAR W/ 3000 PSI PLAN AI -Al OF COLUMN 3000 GULFBREEZE PARKWAY CONC. ALL LOCATIONS GULFBREEZE, FLORIDA 32563 SHOWN ON FOUNDATION VINYL FRAMED WINDOW W/ SCREEN " � &FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN u LOCATION OF OPENINGS IN uv SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO » w/11.10d TO BEAM FOR BEAM SPEC. PORT ST. LUCI OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). & TO FRAME BELOW � Job Information: NOTE: 44" MAX. SILL HGT. ON ` ALL BEDROOM WINDOWS. �' T VINYL FRAMED WINDOW 011 W/ SCREEN i n/ WINDOW STOOL �„j,� CEMEN7ITIOU$ DECORATIVE PERSPECS n PRECAST CONIC SILL FINISH 718" THICK PER ASTM O C-926-98A u PAPER BACKED FOIL RA 1 u 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL u ' MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM '1 ' i 2" DRYWALL �7 EXTERIOR FINISH - / ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) FOR NAILING INFORMATION FOR APPLICATION R-13 INSULATION AT EXTERIOR WALLSHEATHING. 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR y U M 17"IN CONCRETE -25" " WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. , ' W Ia v EXTEND (ACT 530) ABOVE SIMPSON HETA20 AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER �� Al Al BUILT-UP CORNER MIN (3) 2x4 N M 3 E L SLAB. ALL LOCATIONS SHOWN w/10-10d TO COLUMN Z < a WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN OR 4x4 POST w/ 2x4 UNDER MIN. 6" FROM END -SEE WS07 POST , EACH END OF BEAM U WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN _ _--� SEEFOUNDATION INFORMATION TI ON TOP OF SLAB NOTE: • ' _J m C%� m o PLAN FOR 2 X 4 P.T. PLATE � L` _ _ — - — - — BOTTOM STRAPS MUST BE s FOR SLAB INFORMATION _ _ _TOP OF SLAB SLAB INFORMATI JF INSTALLED ON INSIDE OF 00 °D COLUMN. DO NOT BEND ' VI Model Name/ Number: ' T� GRADE - GRADE v Q,.'-v °r ° ( STRAPS UNDER PLATE. ° ,14 �t �' ?g ° 2265 - N PLACE STRAPS IN FILL CLEAN 3 " COMPACTED REEE PLAN FOR BAR QUANTITIES CELLS w/#5 REBAR ", (TYP.)4 COURSE HIGH CMU BASE Plan Issue Date; .N-i O '" ; ; ' °.+; • m FILLED w/ CONIC -SEE PLAN FOR FILL } w Tuesday, April 27, 2021 t SIZE. TOP OF COLUMN BASE - 2'-0" AFFVI KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION , 16" FOR FTG REQUIREMENTS PLAN 21-3951 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: DETAIL - UNLESS NOTED OTHERWISE ` WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0. WS01 TYPICAL WALL SECTION 8" CMU 3/4"=V-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.s. TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM W/(1) #5REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2X8 -2x8 W/ (3) 12d TOENAILS EACH END 7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSS W/ (2) 8d NAILS. SEE DETAIL ABOVE .2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING N.T.S. CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ONLY IF NEEDED. SEE PLAN SEE PLAN FOR BEAM SIZE R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL 19 EXPOSED TO INTERIOR SPACE) AT 16" O.C. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 7 AND 7.1 n , u n BUILDER FRAME i RADIUS AS REQUIRED 2X4SPF VF14 I KNEEWALL @ ENTRY FRONT WALL 1/2"=1' PROVIDE 2x4 ON TO OF 2xB TO BLOCK OUT ROWS 12d @ TOP PLATE ATTACH W/ -3' O.C. UBLE 2x4 . (2)12d NAILS O.C.' TOP PLATE (SOLID BLOCK W/ 2x6) STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d 2x4 STUD COMMONS @ 3".D.C. @ ` EDGE & 6" O.C. FIELD RUN PER PLRN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM NOTE: @ ALL En. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SEE GE05 FOR �` ^ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD STANDARD GABLE D I ``)'` (1) SIMPSON H2.5A CONNECTOR @ EA. STUD T0. PER PLAN FRAMING I�` 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 Z PIPE OR DUCT w/ UBLE 12d _ + +I PENETRATION THRU TOP SPLICE ' I+ +I w TOP PLATE w/ MORE c THAN 50%OF TOP ROWS 12d 2X TOP PLATE TO I ;3 PLATE WIDTH INSTALL @ 3" O.C. - GABLE END W/ 16d >- SIMPSON PSPN516Z NAILS @ 6" O.C. j a W/ (12) 16d NAILS TYP."y77 TOP & BOTT. - N, + +1"- -+ NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS « +I + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE &TOP TQ2 PLATE WZ 8d2.1/2- X 0.131 NAILS.: PLATE W/ PLYWOOD *NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL V m ao m 1" 14k° LS4" 14a Q 4 Q (2) 2 x 4 LAMINATIONS W/(i) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 1Od ROWS OF STAGGERED 16O ROWS OF STAGGERED IM COMMON WIRE NAILS M = 0.148•. L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) :COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D - 0.102", L• 3.1/2") OR EQUAL (D = 0.162'. L= 3-1/2') OR EQUAL L) ADJACENT NAILS ARE ORIVEN FROM 3) FOR 4-PLY. PROVIDE I/4°DIA. x51/2" LAG OPPOSITE 81 DES OF TH E COLUMN. SCREWS OR EQUAL(SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATWN. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES J. 1/2". CONTACT FOR FOR r.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) ;r. F.F. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. GE15 I FALSE BEAM AT GABLE END I N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL [� IF ONLY (1) KING 7/�„ DE O` (1) JACK USED AT EA. I EACH SIDE OF 2X LK"G OPENING G.C. TO W -8dl INSTALL (3) TITEN HD. W/ 5/8" x 8" EQUALY SPACED EA- ND PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED (3) 16d SEE PLAN �SP4 AT COMMON FOR WLL 24" O.C. NAILS(TYP) HGT. CMU- Mew,—���1��i HEADER PER OA I • / ;p I CH END © • 11• s' •• ft :4 :• BOX HOFDER= EACH • 7 101. WINDOW OR DOOR O" r TOP SPLICE -DOUBLE 2x8 TOP PLATE W/ 2 ROWS OF NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD VF17 TOP PLATE SPLICE DETAIL 3/a" =1' * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4# L 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE A END EA END EA END EA END LESS THAN 4' (1) 2 12 >4' BUT <9' (2) (3) (2) (2) 01-011_ 6, 3 4 4 2X CRIPPLES @ 16" D.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.) — �CMU QDFNlN�, & * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT SEE 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 @ I6 0/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HIT74 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. .E; OR 81/2" AT GARAGE STEP DOWN .r- P.T. BOT. PLATE ' STRUCTURAL SHEATHING CUP EACH TRUSS ' (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHINGW ; , ATTACHED PER NAILING ' SCHEDULE TB13 ON , SHEET 6 STUD ANCHORING: I STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR ' SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS , AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T- ; STUD TO BOT PLATE: SIMPSON SP4 I LINTEL f� !• .ue: 1/2" X S"' NOTE: HOLD FRAMING 1/2" ANCHOR SOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE I 8" QMU WALL I WF21 KNEEWALL @ ENTRY FRONT WALL 3/4" WOOD BEAM SEE PLAN FOR SIZE - n, A ' I I I , ,I I I , I I ' I I ' I I ' 4. I. TYPICAL BLOCK SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 20's OR 4x4 W/ (2).10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-16d EA. TO COL. ALT: (2). MSTAM36 STRAPS CENTERED w/ (13)•10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL N.T.s. aTnnl laassa. �A.ASL e, �C, �.1 u: d+s,��ia1i16lpiL ' i. Q a m p 15 egg119_. N N In m r- $ N figs• minmg8 as ao3 13 da Z o a p Cap Q�N H s.•,&yz U 28 R'm. I— WWN.FDSENG.COM ❑ ❑ ❑ U' z z o � (r ( ¢ y a T _ •; z� � m I_. Q u I WY VOLn W Ln c c f0 V N € _0 a C'l 0 Oct \DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1.330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: L.L� O G� '-I LO � U � N N N M 3 N 1-�Um Q _r�jLj ) M t J . , /\ • (n V) 00 L,- ♦ Model Name / Number: 2265 ♦ Plan Issue Date: Tuesday, April 27, 2021 Vr KA PROJECT NUMBER: 21-3951 Sheet: 4 Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.r.s. WF39 I TRANSOM DETAIL AT ENTRY i/2" WF09 WALL HEADER DETAIL N.T.s. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0' O.C. MAX 2X4 #2 SYP BLK'G @ 16" O.C. W/ AX 9" UNSUPPORTED SAME SPACING AS BOTTOM CHORD LATERAL BRACING (2) 16D NAILS EA. END. SEE [RSH) TO BE LESS THAN SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP ' OR EQUAL TO 45 (MIN. FlRST 4 BAYS) BLK'G @ 16 O.C. , MINIMUM 2"x4" F > 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING Sd NAILS 4" O.C. (SEE PLAN FOR " , "z� WALL AND ROOF " O.C. EA. SIDE ' LOCATION) . '' SHEATHING, SEETB13 BLOCKING _ FOR SPECIFICATIONS LBRCE FO - 2x4 SYP 1 BRA FOR ' '• , , 4vr 2X4 SYP OR SPF CROSS BRACJI GABLES 3'-0" TO 5'-11" TALL. APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR THEN O.0 A R NAI w GABLES 6�0` AND • • '' gq3388.�11.2dd EFpT�EH END`g, ATTACH LL BRACE w%ALLER. CROSSI�G AT 45° ANGL� - (NOT REQ'D WHEN GABLE IS FASTEN (1) SIM ON HGA10 12d NAILS @ 4" D.C. 4-1" OR SHORTER) ' CONT 2X4 SYP OR SPF SPANNING (E4) RACE CONNECTOR FROM GABLE TRUSS PER JOINT lOINT ' T W/ 3-g2d TO HORD (MIN OGO AL /PLA FACE TO SILL AIIPLATE BLE TRU S3" O.C. _ _ .1ST 4 BU AlAYS) KII//�� TO TOP PLATE w/ CONTINUOUS LATERAL BRACING- 16d NAILS @ 4" O.C. NAIL OVER X-BRACE AS SHOWN �� 4 BAYS 'T. PLATE 1/2"X8" ANCHOR BOLT 2x4 SYP OR SPF BLOCKING Al 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS BETWEEN TRUSSES @ 48" KNOCK OUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. SYP W/ (3)12d @ EACH TRUSS w/ 3-12d NAILSEAMASONRY WALL TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS W/ 2-12d AND 1 TB13 FOR ATTACHMENT TB01 TYPICAL CROSS BRACING DETAIL N'T'S TB02 TYPICAL CROSS BRACING DETAIL N.rs. SIMPSONHSW/' OVER JACK TRUSSES, SEE 10-10dx1 1/2" NAILS PLAN. FASTEN (1)SIMPSON HGA10 aaaaa`GyE 40rd{ - aOi @ 48" O.C. w/ 811/4"x1 1/2" PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS CENTERLINE OF HIP/RIDGE TYP. END TO TOP PLATE /.BEAM TO GABLE TRUSS w. 242dl_'_Hle aJ �� `»� �• FRAMED WALL OR BEAM AND 1SIMPSON HS W/ BETWEEN TRUSSES W/ (2) 12D =�,: NAILS EACH END TO TRUSS TOP BELOW, SEE PLAN. 10d x 1 1/2" NAILS _ . \• 3 k , J CHORD @ WOOD FRAMED WALL @ DUTCH GABLErZ A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING N.T-S. t>r •. L WOOD TRUSSES AT LEAST ONE TRUSS 6" OVER GEO1 GABLE END BRACING Tlt/Tdd+T A ------ TRUCTURAL PACE G.T. SHEATHING w ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 92 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD ~ TO PREVENT SHEATHING CK OF HIPPED TRUSS W/ SPAN FROM EXCEEDING HIP 12d NAILS 6" O.C. MAX24" SPAN (EITHER G.T - SIDE OR BOTH IF RE Q'D) (2) 12D NAILS.. MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR SHEATHING � ti I SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING >p B go r 00 PLAN (— 9 In aDFall r 2X4 BLOCKING Yl ,n "T lu aW. ti BETWEEN TRUSSES 3 a is �j Iu N CEE HIP TRUSS K"4 � � m S D- TB03 HIP / RIDGE BLOCKING DETAIL TB04 TRUSS BRACING OVERLAP DETAIL (TYP) ]lit a z= N.T.S. " W��m m o gfill Zw m < a1 LL a a k 8i0 0 0" J fA.O B 5 5 ,°-¢�'� WMlW.N9ENG.COM ❑ ❑ ❑ TRUSS NOTES: Z m 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 4 = (TRUSS PLATE INSTTME) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND LO BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT f cq r IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED. Z TO SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY d7 CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) MALL 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. N <L 2. ALL BRACING (OB,CB•BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECinED BY THE TRUSS MANUFACTURER ALL LATERAL BRACIHE SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM- - � I 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. " w 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. CEILINGo t� 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. C SEE TYP. TRUSS BLOCKING DETAILS 111 M m(NE SHEATHING 3 TO 4TRUSS AS SHOWN TRUSS SPACES ALTERNATE DIRECTION a cq o � o �Im RUM DAMS HOMItS VERTICAL SCAB 2X8 #2 SPF 48" D.C. SEE (2)-1 NAILS W/ (4)12d TOP &BOTTOM OR H5 SEC ON TRUSS 'TO TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF (41 SOD P REQUIRED @RAFTERS GREATER THAN 8'-0 3000 GULFBREEZE PARKWAY sFEPUN ouBLeTOP oou.LE SEE STRUCTURAL NOTES AND NAILING GULFBREEZEI FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2x STUD WALL VARIES w ROOF M� SLOPE PORT ST. LUCIE ,. . CONS. FRAMED RIDGE \ \ \ 2X4 SPF BLOCKING / / / ♦ Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB.2X8 #2 (4)12d WHEN ITLANDS SPF 4W D.C. W/ (4)12d \ \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2<8 BLNNG. NAILED ® EACH TOP & BOTTOM OR H5 OR. \ \ @ 48" A.C. MAX. SIDE W1(3) 12d NAILS WHEN HCLR/UL IN SQUIRED PLACE OF(4)12dRS GREATER \ \ / / B REQUIRED w/ (2) MTS12'S THAN 8'-0' \ \ 2x4 SPF BRACE / \ \ 0 4W O.C.. NAIL w/(4) / COLLAR TIE \ \ 12d AT EACH END & SHEATHI EVERY E ER Td \ \ ALTERNATE DIRECTION \ \ 2%4 BLOCKING BETWEEN CB ! BEVEL CUTS TRUSSES W/ (2)12d NAILS (OPTIONAL) 0 EACH END. GOUT. EACH BAY / / Z C LET) e B 2X4 SPF W/ (2j Tx&i/2" / / 3EE PLAN ui n V V ALTERNATING DB WOOD SCREW EACH TRUSS BLOCKING OR HS @ 48" O C. / / N �. M PRE -MG. TRUSS \ / / DO 0 CONT. ROOF SHEATHING AT TRUSS TOP \ / / N M STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION SIMPSON A34 OR (� U�/�u 2X4 P.T. BLOCKING BETWEEN B DIAGONAL 2'— ON CENTER \ \ \ \ / / / / O M `� + U) 10 LL AT 8'-0" WOOD 2X8 #2 SYP RIDGE BEAM TRUSSES W/ (zJ•12d NAILS TRUSS \ /\ / 2X4 SPF BLOCKING EACH END MAX�( 2Xe RAFTERS ®z' a o.c. BETWEEN TRUSSES ♦ Model Name / Number. MAX, W/ (3) 12d COMMON @ 24" O.C. MAX.W/ WALL BELOW TOENAILS TO RIDGE BEAM / \ (3)12d EA. END (TYP.) (SEE PLANS FOR TYPE) 2x4 0 2f Ws FOR SPANS IN(3) THAN , ..\ CONC. MASONRY 4 FTMION T O.C. MAX W I (3E1 E SEE PLAN 2265 2X4 CONT. AT STEEL OR WOOD COMMON TOE NA11,8 TO RIDGE BEAM T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING AA ALTERNATE BLOCKING ♦ Planlssuday,A @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE cE Tuesday, April 2R: 2021 SHEATHING ♦ KA PROJECT NUMBER; INFORMATION 21-3951 I @ 16" D.C. Sheet: Of: S-4 TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N,T.s. TB15 I EXTERIOR NON -BEARING WALL DETAIL N.T.S. I ROOF FRAMING AND BRACING DETAILS n N 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 Therme•Tru rough opening dimensions. Use only maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough open(ng'buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck, Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER- ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/1611 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE L. 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES An sM 3" O__ 3" 3n 3" 3" 3" I III - _ - III E t i 3„ r 6„ DOUBLE DOOR W/ SIDELITES 6" 'PACE :VENLY f" 6 DOUBLE DOOR LOCATION OF BARRIER TO BE 11 -010 INFRONT OF MECH. OR APP. WHEN REQUIRED DIA. CONCRETE FILLED PVC, PIPE. -----TOP OF SLAB t — 00 Hue, II°l 116°° MIN. DIAMETER CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. i" SPACE EVENLY m W. 8" 8° 8" 8" S" SEAUWT L NAIL SHINGLES W/ 110n 12 GAUGE ROOFING NAILS. 3/8- MIN HEADS. 6 PER SHINGLE. Rdi coo �J 0 sNm aeYfnea` � � ,- �so UMN a�tp9 At�GO""a COO 3td Gpgtse /. � , `. 1� 1e. / T' 4to use In SthO. souse about 1/1- 11tlrip edge Is used, err about 3/4" If no tlrip edge is used. SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATION 6"x6"H WALL FLASHING PLASTER ASPHALT BASED BEN"APPUED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6• ABOVE VERTICAL RISE OF FLASHING AT MEEVI jz FLASHINGDETAILS NOTE: THIS DETAIL ISIS REQUIRED - FLAHII AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN, 4 FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT4". BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIP1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOO FRAME: BY OTHERS SHEATHrNO BY OTHERS F"irY Vs�1S.T,'a arTILIYIA ; EXTERIOR 3f4pMMEE FrNrSH C rsTANIC By OTHERS ParmeTBR lint" MAX,CAULK SHrM SPACE BY OTHERS O.A. WINDOW HEXII S E, X —TEAT IN-MPTOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S One EDUE IP EDBE AT Me AND R.u, cG OF OrS. OVERLAP TO a A MNIMUM nl. FAVEDRIP EDGES SHALL EMEND SHEATHING AND EXTEND BACK ON 111E M IM M11, MID Pn=AT FLVFR eINIMM 4In WIDTH OF Maamum Fastener$Wig (lambs, Had and Rll) Wait Framblip #25prm/Pwe/Fa -9". .- ..,,I,•. '_..I I,....__8..__`i,.. B"_-_, ...I MSaber Siot laew Some; Minimum PMe(raaon SlimigBeadf 140adny Fines' -� section V iew aaenar Vale ofCross 117 `Silicone edaio, Sheathing -- — NM. We sbongly mum mend the use of flashing and/or Aesh/rig!apes andsill pans asstaCod InA57M FZ111-01. However, due to varlallon /n cedes Addhu/A1Mg types, HN.latt up to the end uw to determine the prowinstaflarlon oftheae items. USATHIS BUBBLE WRMOM Before inenRng your window, Ole bubble wrap may be peeled back for inspection, but piame wsi[k the wrap to plead the bads hour sorainbes And other damage, lungcon oration is committee. Sheri Metwore to be sum the opening is 3W to llTbrger than the window an both vertically and h0ft(rally. • You may wish to predrill the installation holesin the to a the time. as hdaMCmmaar pn es arena! Step Apply a 9ensme bead of silicone to the back of the mounting tin. Use sough snows to sutMently fill all sods between the fa and the wall sheathmil. Stop 3 Imalt the window IND the opening from the outsde. The wlnOmv is labeled "kWW and "outside, but t tea labels have been !emceed the gissing bead shoull ~ be o Me inside of the building. Step 4 maul shims under the SAI, adjusting than used the unit Is plumb in the opening. Shims should be Installed bolo the sin every 2 feet. The window should be basically centered in The opening Win wdoes than 1/4"gap betweal the window and wall hams Sep S Install 8#10X Wir90aw 4-from the cane of the fen at each end of the head sill and both jams. Step Install the remaining fasteners In 8- Increments from the corner scams to the center of each has member. ties arenot toova- tighten the some and pall them through the no. Also, make we to screws go in straight and do not am to frame to bow. Wall f e ring shuud be mlNmum of *2 Wum./Pine/Fir. Fasaers shouklbe#10 sarows of suPoden[ IGO toadneve 1-3181'pereboldcat coo the war and no leg than! "from edgeof trading. Fdstacer antlties needed In arh see otftameo amen 8" dFameMembe 10" 38" 2s" 34- 42- so- 88" 08- 74- or s0" BB" Numberot Fastener 1 2 1 3 1 4 1 3 1 B 7 8 B 10 11 12 13 Stal 7 Rama mass silicone' our from stand Ue On and Inspectfix holes or woods. Use seKone to fill my Sdds. Rep 8 If desired, a Imo Insulation an beappged to to mtedorgigs between the watluv and well framing. lF applied, [hamusf be me NON EXPANDING M f r0i Rep 9 Since Luse windows am typically used In moms with high molsNre, Is: haleaoma, it B recommended that the Interior gap between the window and wall framing also be sealed with tables anti used an as not to mavtae with the installation of Walboartl tic or biro.. Step 10 Ource all construction Is uxnpkte, remove the bubble wrap Irom the Inside and outside of the window. 9 necessary, clean the blocks with a mad deergent and want Water using a Wt cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. VO s 0 � °Ir w{p J •• ~�O � � Iwo"" *'• JCF-�% pal ^' s �p#17ids la®1k.y. >; A a N m 3 F— m v � l g F w 00 e � d � V arW$ m Ii a! t"li N� (L erg vas Product Approval Submittal Affidavit 1 aA ¢-56 3 Oc It Building Address: Contractor: 1a s m� & a Building Permit: �asH o Product Design Manufacture Model # Attachment Approval # §1 J y Pressures Method ¢ n NNtN.IDSENG.caM ❑ ❑ ❑ Roofing: LID 1st Choice COUNTY APP, IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING DADEFL30310.1 z 8 B NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. N 011 o W/ 3/8" MIN PENETRATION THRU SHEATHING G " A Q "dam c y LL —' ROOFING VENTS: p _ DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, 7 tom. COUNTY APP. pod n Off- n " EDGE AND 4" D.C.FL21580.1 R-2 ! a M ROOFING UNDERLAYMENT: f"� �N y 1st Choice TAMKOBUILDINQ TAMKONo.30 UNDERLAYMENTSHALLBEAPPLIEDAND FL1232&R9 a PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH U R905.1.1 Q w i Ln C Overhead Garage Doors: M 1st Choice +30.0/30.0 CLOPAY 53W5 U E 1 7 70' P.T. WOOD JAMB WITH FL16545.8 53 i5 (5)1/2" DIA. x 8" "1" BOLTS 2nd Choice +30.0/-32,0 CLOPAY 6x7 FL15279.84 -���" Swing Doors: m 1st Choice +67.0/-67.0 THERMATRU-CORP. ALL ONE 2xBUCK ATTACHMENT TOBEATI'ACHEDWITH 3/16'X3' FL20461.11a o �I -IE7.0/-8T�.0 THERMGLASS DOOR A TRUFIBERGLASS -0ORP. FIBERGLASS DR BE ATiAC Eb WITH 3/16" X3'RWOOD SCREDOOR WSM MME IHALLN O LITE SERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FFL20461 1 DAMS 2nd Choice - PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 THEREAFTER. pYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sidelights PLATRo D FIszis2 Sliding Doors: 1St CholCe MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: AI m. inn PORT ST. LUCI E MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 n Alum. reinforced ♦Job Information: Windows: 1st Choice +40/SO MI WINDOWS 3540 SERIES Twin Single Hu (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH TO PROVIDE 5/8" MIN EMBED. INTO WOOD BUCK, FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF FL 17676.9 +40/-50 MI WINDOWS 3500 SERIES Singe Hung (flange) FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS Singe Hung Ifln) SUFFlENT LENGTH TO ACHIEVE Ilk" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. F1­17676.2 MI WINDOWS SERIES Single Hung(finless) frame FL17894,4 Mullions: Z. LIIJ tot T-{ C — 0) rig 1st Choice M•1926 MI WINDOWS Mullion Vertical FOR 3 ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE 6" TAPCON ANCHOR WITH SUFFICIENT LENGTH 0 ACHIEVE A 1TA FL 18504.1 M-1926 Honzorrtal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE (D M Fixed Glass: M 9 £ ¢ a) LL.I M p 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN.1?4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD FL18644 R-6 BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 0 a0 LL, M U) _I v J �E Soffit: ♦ Model Name / Number: 1st Choice +ss.o/a1s KAYCAN LTD Standard vinyl Staple 10" on center In dlWdon of length FL16503.4 R5 2265 Plygem / Vanform Ptygem Double 5 Double 5 Standard (vinyl) 1 " FL12194.1 Double 5 standard standard Anyl staples solid 144 vented • A5 rL12i94.2 VI Plan Issue Date: Hurricane Panels: Tuesday, April 27, 2021 Dade County App. R C 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS Storm Panels FL16293 R3 ♦ KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 21-3951 use in the structure. (Architect or Engineer of record) Sweet: S-5 Of: Name: Carl A. Brown Certification Number: FI. # 56126 — Name: Luis Pablo Torres Certification Number: A. # 87864 MATERIAL Name: Certification Number: 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 R703.1 General. Exterior walls shall provide the building with a weathervresistant exterior wall envelope. The exterior wall DOOR ROUGH' OPENING TO BE USED. envelope shall include flashing as described in Section R703.4. WEATHER i-WFATITIVE _ WINDOW UNIT RESISBARRIER R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the EXTERIOR WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3/4'•1'BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 In : 12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOISTAND UP THRESHOLD OF DOOR AND RETURN (0.6 am: 30.5 cm) barrier. One layer 15 asphalt felt, free floor hoses am1 breaks, complying ASTM 0226 WaterIfelt ' ��"ermwl WALL SYS IN. UP JAMB 6. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS is iveo. exterior 15 tenor other approved water -resistive barrier shall of all exterior walls for Tye or other for Type applied over studs or sheathinglayer l not le Where asphalt Salt shall be applied horizontally, with the upper layer lapped over the lower layer not less khan 2 Inches. Where a joints occur, felt shall be lapped not less than 6 Inches. Other approved materials shall be installed In accordance with the WEATHER EXTERIOR SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water-realstive F7BARRIER TIVE CEMT. FIN. 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 BARRIER SEAL TOPS OF JOISTS ( manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING (SEE DETAIL WP07) SUBFLOOR R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required In Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall include a water -resistive vapor-permeablo barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail I11$tl'UCtIOfiS 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 barrier that is applied over wood -based sheathing has a water resistance equal to or resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of eute Grade D paper and is separated from the stucco by an intervening, substantially nonwater drainage absorbing layer or designed space. 3. fold weather resistive hamlet back over head flashing and \' J 2. Install flashing and Weather reSISCIVe battler t0 form Water Shedding laps sold with tape �., i 2 O 3. Self -adhered flashing can be substituted for building paper =�a 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied In accordance with the manufacturer's Scale: NTs -------- SELF -ADHERED FLASHING FLANGED WINDOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER scoring cuts instructions. AB flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of building framing Self membranes used flashing shall comply with 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 structural components. -adhered as AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 2S Grade INS or greater for proper joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED ASPHALT Minimum AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING 3l4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED RUBBERIZED ADHESIVE ASPHALT 6. Fold as Shown by arrows exterior walls shall comply with AAMA 71-4. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE may adjust folding An. le of comer of the flashing accordingly t0 fit 7g y very, ad ) g g g y THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WPOI) �i - - tight to Corner 8. McCheniCally fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the 703.2 LETTER ON CHEMICAL SCORED. exterior wall flnlah or to the water -resistive barrier complying with Section for subsequent drainage. Mechanically COMPATIBILITY , - RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �r (BEFORE FOLDING, SCORE REIPASEFAPER TOEXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the FLASHING - VERTICALLY FROM ADHESNEA3 SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. THRESH LD 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 a y the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection SECTION -A NECESSARY IN CORNERS THROUGH at the head and sides. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design Professional. 1.3 In accordance with other approved methods. o SELF -ADHERED FLASHING O' �V\ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 2 WDMA 300 or FMA/AAMA/WDMA400. N SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame of stucco walls, with protecting lips on both sides under stucco copings. NAILING FLANGE t 4 DO NOT FLASH OVER 2 e SEAL TOPS OF JOISTS 10 8 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. y g - BOTTOM NAILING FLANGE 8 UNDER DECKING (SEE DETAIL WP07) 2 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly Of wood -frame construction. _ _ S. At wail and roof intersections. SELF -ADHERED FLASHING , A' PO4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING INSIDE CORNER "� 7. At built -In gutters. HALF ROUND WINDOW V V SELF -ADHERED FLASHING ..>. Y DECK PROTECTOR114 SHEATHING _ 7/$"Cement Plaster 7/8" Cement Plaster in accordance with in accordance with ASTMC926 ASTMC926 SELF-ADHERED FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING - t,3: -. with ASTMC1063 ': With ASTMC1063 :+ DECK PROTECTOR 'f``" Building Paper Building Paper 7/16" O.S.B. ' / 7/1 V O.S.B. sheathing sheathing DOUBLE': Keep top edge SINGLE JOIST Metal JOIST SELF -ADHERED FLASHING w `� ��( Flashing .. ..... of weep screed SELF -ADHERED FLASHING j 2 ' :. L` ... 3 1/2" 2" below top of block / Unperforated, 3"MINJ 4 :' Flange 7/8" .,. VulCum (� 5 Weep Screed cauk bottom joint only Maintain Metal Flashing SELF FLASHING /� SELF -ADHERED FLASHING p k } APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD JAMB, SILLp iN Bottom of Weep Screed 3-1/2" Unperforated Flange 7/8" Weep Screed -ADHERED \HO.8362x;DECK JOIST j V V P O f OUTSIDE CORNER S bP BEFOREM 1 1/2" t0 2" I INSTALLATION OF THE SUCK/RECEPTOR. Above Roof 1/2" Camentltlous Sheathing Decorative Finish • 5 • o, All Inside and outside corner will EXTERIOR WINDOW UNIT G need to be miter CEMT. FIN. cut ancaua d lked ll Cement Plaster c BUILDING PAPER SLOPE SLOPE in accordance ° ° ' becaulked usiints ng SL SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in in : 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING `"-- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish • Block WIRE LATH orated erfWeep s'•9• Flange BUILDING PAPER 'Cement •- , 'o. Screed BUILDING PAPER Plaster over block ' EXTERIOR 1st floor - --- WINDOW UNIT CEMT. FIN. Slab Install bottom edge of weep P screed 1" below finish floor OPTIONAL DETAIL 3 3 Note: The building paper and inetal lath must be installed over t118 top of the Weep Screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF -ADHERED FLASHING T. CEMFINISH WINDOW HEADWP_0L --- - SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL 1 -- SELF -ADHERED FLASHING CEMT FINISH PARAPET WALL 12 ffim�p� t� o t&s m 00 2'SIe Q 1g x as u & 5 gg a 5 c �pm�3 3 law^h W a tp m � deo o C 1p o- aui 4 y u y to Zii z a Y sggd€ � u E DO Le g.W o. S5� m9 v Z J N e s yA4W.R eFNGICOM ❑ ❑ 0 w Z �y�pap P tl Z a% ry Q rn Z kA 0 LL W 9 O u .O T � W �2 In F J m " F H x o nW O N Q taNY m rr%Awwa ue%t FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I -r PORT ST. LUCIE I® Job ob Information: t m c r1 LO UJ CJ a 00 N M � m � � m m ai 0M Q rn N a 0"k JUJZ) 2 J m U) U) Model Name / Number: 2265 Plan Issue Date: Tuesday, April 27, 2021 KA PROJECT NUMBER: 21-3951 Sheet: � Of: WF WATER PROOF DETAILS 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan v < < DBL 25 SH : 25 SH 16" RECAST AD VE 16" RECAST ABOVE - `\ N \ BIBB \ LANA 8;_0•, CLG OWNER'S BEDROOM 2'-10" o 1668 f z, J H, BEDROOM 4 BAT 8 0`CLG 3450 5H 8'-0" CLG 95 `lJ O w/ ae. �2) , ti 10x6 1wc I 10x6 lwcd ^�` \ (L(1�\ A`:\ �� 5 bath duct Soso SH zo5 ATTA HMENT 28�8 �e/ �w 45 — v to roof or wall cap 10x10 rag 14x8 lwad <� BREAKF ,JT 5; � 'v 0 = �' N CID w/ standard 70 u cfm bath fan 18x18 55 2eE8 FA OX6 1 wcd` w $„ 2-2068_ o rag.-: 16" LINE�p U s 1 1 ag N R/S[F U 18x18 rag 6„ 8, - �_ S 8X4 IW��pt 17 �.�X4 1WC �� �. ., 2-2068 _ W I. �V•LC. OX10 rag 6'-8 5" bath duct .�� 255 14x81wcd to roof or wall cap „ 4 FAMILY ROOM 10" „" w O a 6„ w/ standard 70 S <` 10 w '-D" CLG TcHEN z BEDROOM 3 10''-0' CLG - = cf bath fan 45 10x6 lwcd 1Ox6 1wcd 80 r 8„ 5" 10 N 0 s RAN w D - 4 oP'c �\CLG 10x6 1wcd 40 10x10 rag' Gx10 rag 14" p a'-o" GLG m -_.._. 8x 1 24 8 fbrag w v -< 5 N Z GARDEw s� rue 4" w -=H DROP BOX TO 9'-0•�. ® n 6 BEDROOM 2 ,� 9' ^" C,Ll' 55 vJ _ 8„ FOYER DINING ROOM v 3 8,. g' G' LLB „ 1 42X42 A/C SLAB w CLG o D• D.. L f 8X4 lwad BY BLDR MIN �/ w r o m UTILITY oz 2 FROM m w Q ,wa OM WALL Q LIVING RO M a 1Ox6 1wca a z o ❑ 8,_0" GL& _� o� 45 z `> 0 100 INVERTED. HIP n ,�g;, o . o. rENWALLS x x -_•'8X4.:_ C 2-2668 �o - u 110BET I VERIFY WINDOW TYPE 14x8 1 wcc! 3066 ON R/SH it WITH ELEVATION 12" SIDE'LITAC _ L 26 SH TMET T'HLD RANSOM ABV DB �`l TRAINS ABV H v - MS03 SEE ELEV. / ENTRY 4" dryer duct ROOF TRS ABV DBL zs 'SH to roof cap Iff w/dryer vent box - 5„ bath duet ATTICLOCATIN ACCF EL W 22'x36' MIN 7 to roof or wall cap - cn 0 w standard 70 3 CAR GARAGE W cfm bath fan —light 6�" CLG - ' 0 Lu ngsiz (V NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED S NosE Q 1 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS MS12 � else Transfer ducts/grills sized in compliance N� z N with Florida Residential 'Building Code-M1602.4 8 X 7 OVERHEAD Do R Q Q O 1 balanced return air. < 16 X 7 OVERHEAD DOOR (\f !� 1 V NO m EXCEPTIONS 1-3 < < W 1- / AREA CALCULATIONS w 3.0 TON W/5KW @240V 11PF z Q LU® 'Q S I 18x13 PLen FLOOR zz77 F. — Q i i Platform by bldr TOTALI. LIVING AC 2277 S.F. � J O � Q I :1/ scale8-10 ARACE sS.F. n G FLOOR PLAN AI COVERED ENTRY BASE (BASE) � 186 S.F. - _ V SCALE: 1/4" = T'-0" ELEVATIONS "C' & "CR" - COVERED PATIOJLANAI 16 S.F. Rat n�...1 --_ TOTAL'. AREA UNDER ROOF 3256 S.F. J Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.