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HomeMy WebLinkAboutBuilding PlansH 7S STRUCTURAL NOTES. STRUCTURAL DESIGN I INDEX ODRAWINGS TERMITE SPECIFICATIONS: ,. R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, h i BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL. HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINM NT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 2. HOOKS SHALL BE PROVIDED AT. DISCONTINUOUS ENDS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROU OF ALL TOP BARS OF BEAMS. 4D CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CODES 2017) CERTIFICATE OF COMPLIANCE CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE R THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 R 11/2" TO FORM U.N.O. 4A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN NFPA C NATIONAL ELECTRICAL (NEC BUILCODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACT 318-14) BUILDING TREATMENT FOR AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", POLYPROPYLENE FIBERS FOR SLABS ON G 6. ALL REINFORCING STEEL /STIRRUPS AND TIES SHALL POE TO BE MIN LOF FIBER PER CUBIC YARD. DEFEF ORMED BARS FREE FROM RUST,SCALE &OIL &SHALL MEET ASTM 615, ASTM A70E E NEW DOMESTIC DEFORMED SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACT 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACT 53413) OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR F )TING:! SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION NOTES REINFORCING SHALL BE POSITIVELY SUPPORTED BYTE VIPORARYSTRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD. FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL GROSS -REINFORCING TIED TO FOOT NG REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-1-6 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING IDHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL-AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF IECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALLCONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON AS PREVALENT AREAS, APPENDIX "I'" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACE WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALLTHE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND TORY.AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BOODIESDIES R703.7 EXTERIOR PLASTER. STRENGTH OF 2000 PSI if m = 2000 PSI) INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 2.. MORTAR SHALL BE TYPE'S", CONFORMING TO ASTM 270.14A. DAYS DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT28 OF 3000 PSI SLUMP 8" TO it". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOFTRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL B AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT.. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL B HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, ROOF RAFTERS LL/180 TL/12O LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICHEVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL M 05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7, GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAVI. PLASTIC SCREEN, METAL LATH STRIP OR. CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR FJ015T*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT 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 GROUT+INTO CELLS BELOW. THE USE OF FELT PAPER AS 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE A STOP 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, 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. **+ TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS MR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318,14, FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED It. CONSOUDATE 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). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE IN R703.7.2.. CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED .WOOD ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, S EAR WALLS AND VISO, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLACKING OR GABLE WATER -RESISTIVE BARRIERS. TOP CHORD LL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WATER -RESISTIVE BARRIERS END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAID OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 7 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 BOTTOM CHORD. LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED OR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILTfYOF T IE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 SO 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES INTHE CENTER OFTHE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 1 45 55. BOTTOM CHORD LL (OPT) 4. MANY OF THE NEW PRESSURE TREATED WOODS USE OHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 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 TYPE OF WOOD TREATMENT AND TO SELECT CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL. EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT'WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS, THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING IN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICRO LAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR NALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1.. ROOF DECK: FLOOR SHEATHING: OT&G A-C GROUP 1 EXTERIOR APA RATED (48,24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. H THING:7 18" STRUCTURAL I 0 SB FJ(POSU WALL S / 3 " RATED OSB EXPOSURE 1 E 10R 15 2 / APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH. EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18. NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT "5 30 ft EFFECTIVE WINDPRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA (+) 27.6 (+) 27.6 10 (-) 29.9 {-) 37.0 20 O 28.8 O 34.4 O 50. (+) 24.8 (+) 24.8 O (•) 27.1 (-) 31.1 ) (D - W 23.4 (+) 23.4 100 (-) 26.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" (+) 24.3 (+) 23.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY L67 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 IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC 0 TOpl •�N S E' i�i `����P� C. �v 8�86A w o . No wA �7t tlllils, O N N F� Ha N v rPo E B OD 'd OD. 95 a EL, ri gap D €� d � 0 �� z w 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) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING : BOTTOM CHORD LL 0 (PSF) SEE FLOOR P R FO ACTUAL PRESSURES SHALL wa a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES C �� 4 BOTTOM CHORD DL 5 (PSI 9 ] w; 'E r LL EL w y IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE ° § If B W; o BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECUILY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPB OR ANCHORS PER. .§'= 2 0SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711.ALL EXTERIOR FENESTRATION STRUCTURALPLAN'oPRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNEACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS". I RECOMMEND BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: g a; In N LL 2 $ MEMBRANES USED AS FLASHING IN EXJrERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) S X ® _ cQr� 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) 2Is APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) ° THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. ,°--- w+nv.rocavc.cow ❑ ❑ • 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 50 (PSF) V • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED' BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) Z "1� • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. `-- SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS;D DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS,:TRUSS LOCATIONS, _ O g .u. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQU,[RED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) � Z N CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL kNGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) QQQd • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) x Q y • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) a STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES un z m d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG Q) y �+ 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 i--� u, NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. rt5 MORE INFO. 0 w )� N FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: . U - rt E 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. It Is the Intent of Designer/Englneer listed In the tltleblcok of these F 0 3 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information, Every attempt has been made t0 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to c OQ THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING. ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE. review all the information contained in these documents, prior to ® a.. a o eo 4:10 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TOICURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. I CONTROL OF CONSTRUCTION SITE. undetected and not reported to the Designer / Engineer prior to A DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4"', PROVIDE (1) 95 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD(EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the I STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1 SIMPSON MTSM16 TWIST STRAP W/ (4) iR"x 2'A" TRENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND. VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS UCENSE NO, CRC1330146 4. MISSED LINTEL P ) 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 MASONRY AND ACTOR NAILS TO L (2) SIMPSON PS UPLIFTS SS THAN /4" 1 (USE (2) SCREW FOR UPLIFTS LESS THAN TENS O IF CORNER STRAP IS Assurance Manager immediately. r/ nglnee arges will be considered H SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement b the Des ner E Ineer without advanced 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM 0 W/ (4) 1/4" x 1 1/2" SOS SCREWS AND (5)1/4" X 2 1/4" TfTENS ONE EACH D PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER y / notification and. approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR 40 MORE THAN E IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY 71MEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Jobinformation: LUCI E FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION c-, LID I� DAMS HOMES .„ Of Northwest Florida N a a� ® ® eyj yW :D M O n CO co FILE CO v ® I Model Name / Number: 000 GULFBREEZE PARKWAY O LFBREEZE, °=LORMA 32563 2265 mamommomma////// ((�� / `.-/}(��% j�� O 1 " l ! ® Plan Issue Date: RE IIEWt--U I-Uh Tuesday, March 23, 2021 CODE COMPLIANCL ® KA PROJECT NUMBER: 2265 2CFL MODE.L ST. LQCACC 5���1)� 21-3000 Sheet: I Of: COVEF2 SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(PIf) 8W1 IS" (2)16d TOENAILS (2)S6d TOENAILS .SPF NO UPLIFT BW2 16" SP2 W/ M-IOd SRI W/ (%10d SPF 402 STUD, (6) 10d PLATE STUD, (4)10d PLATE BW3 16" (2) Wied STUD, SPF 803 D PLATE 4 10d PLATE BW4. Le" (2) led TOENAILS (2) led TOENAILS SYP NO UPUFr BW5 SP2 W/ (5)-10d SRI W/ B),Lod Is- STUD 6 10d PLATE STUD 4 SOd PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SRI W/ MY10d SYP 878 16"STUD. (6110d PLATE STUD 4 SOd PLATE BW7 12" (2) led TOENAILS (2)IOU TOENAILS SPF NO UPUFr SP2 W/ (6)-10d SP1 W/ (e),10d BW8 12" STUD, Is) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) SOd BPI W/ (6}10d BW9 12" STUD, (6) 10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12" (2) led TOENAILS (2) led TOENAILS SVP 0 SP2 W/ Se 10d SRI W/ (e)-10d BW11 12" STUD, (6)1Gd PLATE STUD, (4 10d PLATE SYP 585 (2) SP2 W1 (6) 10d SRI W/ (6}SOd BW12 12" STUD, 16) I.Od PLATE STUD, .(4)10d PLATE SYP 1170 53W13 NOT USED OUBLE 2, TOP PLATE TOP OF WALL ..L SEE PLAN Y MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE- SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE.MSO3/&1 FOR NO UPLIFT CONNECTORS SRO WALL TO INDICATED IN WF09 CAN 7 MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION ., -.. '..:. PLAN FOR MORE 2x P-T. W/ 1/2" A B 0 32" O.C. W/ TN INFO EMBEDMENT OR 1/2- A.T.R. W/ SIMPSOET W/ SW= SHEARWALL S MIN. 7- EMBEDMENT PAST STEP DOWN. REQUIRES REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD O 32" O.C. " - 7/16. OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4°x *8 BRIG, WALL DETAIL INFIELD AND EDGE. SEE GENERAL NOTE 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, SPe AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR 13ASE CONNECTION TO IGNORED. SEE WFO6/S310R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6.IF"SW" IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REWIRES MIN. ' 7/1B" OSS PLYWOOD W/ Sd NAILS AT 4" O-C- IN RELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2X EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE aW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2. PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9- SPY/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. IOd= 0.148" DIA. x 3". LONG. COLUMN SCHEDULE MARK COLUMN SIZE (EASE)CONN-&FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 DTr2Z W/ 1/2' WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR" & (8) 1/4" X 11/2- 2145 SDS SCREWS a (3)2x 4 SYR#1 Oft (4)-i6d TOENAILS 0. a (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR- & (8) 1/4- X 11/2- 2 W SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U = 2265 SYP POST & (12) -16d NAILS 6 x 6 P.T. #2 ASU66 W/ 5/8' ATR** G -12000 SYP POST &(12)-lad NAILS U"2300 8x 8P.T.#2 ABUSE W/(2)-51W ATR** G=24335 C7 SYP POST &(18)-16d NAILS. U=2320 C8 3.5 x3.5 P.L. 1.8E N=2400 PSI HDUSSD82.5 W/ (14)1/4' x 21/2" BOB WS & 5/8' EPDXY 564s (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HOU5SDS2.5 W/ (14)1/4" x Fr-9 1.8E Fb=2400 PSI 21/2' SDS WS & 6/8" EXOPY 5645 (WOUMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L 1.8E Fb12400 PSI HDU8-SDS2.5 W/ (20)1/4" x 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E FA-2400 PSI HDUS-SDS2.5 W/ (20)1/4" x 21/2- SDS WS &.7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR**- 7 x 7 P.L. HDU8,SDS2.5 W/ (20) 1/4" x C12 1.8E Fb"24DO PSI 21/2" SDS WS & 7/8" EPDXY 7970 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 #I OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/W ATR 8" EMBEDMENT FOR 7/8' ATR S. IF IC] 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 T. SAME NOMINALSIZE PARALLAM COLUMNS (S.BE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DLk / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DLk-LENGTH NAIL SPACING Sd 0.131" X 21k" 0.1:31' X 21h* SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" 0.131' X 3' SEE PLAN BLOCKING & TOE 0.148' X 314" 0.131' X 3 8• NAILS & TOP RATE 12d 0.148" X 31b" OA31' X 31A" 8' O.C-(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS Intl 0.148' X3' 0.131" X 3' S' O.C.(COMMON) STUD PACK a" O.C. GUN NAIL COLUMNS led 0162' X 31f1" 0,131' X 31A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) DES FUTCH PLATE, NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U. N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/18" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS® 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYR EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS IF 12" OR (2) SIMPSON HETA78 TO CMU O.C. TYP EACH SIDE COL. UN-O. ON ROOF PLAN. (2)- 1 9/4' x 11114" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4° x 31/2' SDS WOOD OR (2) SIMPSON HETA16 TO CMU OR (2r SCREWS D 16' O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4" x 117/8° CONNECTION: PROVIDE (2) M 2.0E R1=2600 PSI. NAILIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS 1/4" X 505 WD00 SIMPSON HTS20 TO WOOD POST S 0 1 O.C. TYP- OR (2) SIMPSON HETA16 TO CMU EACH SIDEE COL L U.N-0. ON ROOF PLAN. (2)-1. 3/4'x 16'LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 12) 1/4" x 31/2' SDS WOOD SIMPSON WM20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HEFA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS OH1 (2) - 2X6 At2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP W/ 1a" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2) -. 2X10 92 SYP SEE GENERAL HEADER NOTE 95 W/ 12" FLITCH PLATE THIS SHEET (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3)-13/4"X 111/4 ATTACH TOGETHER WI(2)ROWS 1/4-X31/2' H4 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" 0 C. TYP. EACH SIDE (2)-13/4"X91/4 ATTACH TOGETHER W/(3)ROWS 1/4'X 31/2' H6 - I LVL 2.0E Fb-2800 PS 3 SCREWS 16' O.C. TYP. EACH SIDE SD WD HEADER SUPPORT NO. OF JACKS& - STUDS REO. AT OPENINGS 2x4 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS EA. END EA. END EA. END EA. END E (1) (2) (1) (2) (2) (3) (2) (2) (8) (4) (3) (4) E GENERAL H ADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK. AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 25 SH I 61o[rtul-nay TUB / SHOWERNIT . M BEDROOM 41 O BATH 371 . 8'-0" CLG ¢ 8'-0" CLG x .z ° 2-2068 2668 2888 8'CLG iW Z N - - - -R//SH I= y�I � 3 6 2.8" 34 -R/SH - - - I C4 2-2068 26611 i i I � I -To. v BEDROOM 3I 4 O 22 a 8'-0" CLG r OIn I I tl. � G.T. w Z J A 11to r' 6" N J 12'-10" ; ' CLG i0 11'-8„ 7,-2„ I 2468 O 2468 w 2168 o m 10" COL. BED' _______________ u ROOM 2 4 16" F co BW1 w� A.B. 3450 SH H2 N4 BREAKFAST m IWO" CLG 36" FLAT BAR z TOP ON 341Fz" ~ WALL 2'-10" I Ilk , o KITCHEN 10'-0" CLG R LO i a i i fb 2 _ 4//0_pP'G - L - - - - 2' 8" I'-0" CLG LF--DROP op RA o DBL 25 SH _ - 16" PRECAST ABOVE N U1 _ U , i LANAI ,1, [wc H1 N 8'-0" CLG zo O 0" 10'-0„ OWNER'SEDIT M 8'-0'" CLG H4 B 1 (2) 3050 SH W/A. B. ATTACH ENT q io BW3 IG.T. Y8'.9I W 13,-10,1 , SH Fl! ,3'-8" 2ATTIC ACCESS - I , I LOCATE IN FIELD 22"x36" MIN. 1 too' ' 00 1 y NI KN I FAMILY ROOM - IW O" CLG N ` - - - - _ I � W - - - - -' R/SH Lu 1' 6" 2'-2' , Y'S BATH L J O Ir 8'-0" CLG g N a0 3X5 M 5-SH 6'-0° CLG N BATH 2 ° .. ""- DRO BOX TO9'-O" " : I I 6" WALL ~ I 8 -0" CLG 3'-8" 5'-4" 4'-10" o FOYER C2 BW3 I I C� ro FRAME DOWN HANSON BOX c !LO -O" CLG :0, PRIMARY A/CLOC. I -CEILING TO ; J@361,AFF DINING ROOM ,o., �+ ;o; AT 10'-0" AS PERMITTED BY 8'CLG. ' W w 10'-0" CLG LOC. ORDINANCE 5'_4 " TUB./SHOWER° UTILI ' r'cc 'o I WF38 '& t- _ _ ,, LIVING ROOM i TI CLG M /-DRYER RVENTF01 o S-3 H4 2p - - INVERTED HIP TO 10' Ri 2 2668 0MAX LGT 35" ; ; C TER DO UNIT � � I �©B E N W LSv ; ` VERI WINDOW TYPE 3" X.10" I � y R/SH I iN W'H' ,+ ;' tq' W ELEVATION 3068 CORNER YYYlit Lu; 286 4 EGRESS PROJECTIONS (2) -1 " SIDELITES @ ALL LOC'S gtAi3 (1) SIMPSON HTT4 H1 DBL 26 SH , TRANSOM ABV. SHOWN , REQUIRED BETWEEN OMS03 " ET. T'HLD 100 T.O.M. © CD04 © TRANS.ABV S1 OPENINGS. 53 , BMS a SEE ELEV. 1 \ MS03 C2 S-1 11'"6" 5'-2" 5,4„ ? 7,4,, . 7,-4„ , �. 3"0". 3'-0" S-3 _ _ 9 AL ENTRY ATTIC ACCESS ro DBL 25 SH cp LOCATE IN FIELD �. ROOFTRS ABV CS3 'O to 22"X36' MIN T -- ---- --- -- BMS CD04 Sn3 2'-0' 61-0Ft 2,-0„ 8P-4" 4'-0" 2 CAR GARAGE YI 8'-0'' CLG .H N ------------------------------------------------- I � 1 I I I ' � I I , t \* # I i 16 x 7 OVERHEAD DOOR 0" 16'-0" 3'-0` CRAFTSMAN ELEVATION NOTE: AT ALL FRONT ENTRY COLUMN LOCATIONS USE THE FOLLOWING: PROVIDE 18" SQUARE BRICK BASE WRAPPING POST AS REQUIRED SEE ELEVATION FOR BASE HEIGHT ALIGN BEAMS WITH POSTS SEE DET. MS03 ON SHEET S-1. ATTACHED TO CMU W/ (1) JACK STUD W/ (2)ROWS 12d NAILS STAGGERED @ 8" O.C. aALT. BASE CONNECTION TO H7ENTRY (1) SIMPSON DSP EA. SIDE @ ONLY S-2 FLOOR PLAN ELEVATION "A" & "B" SCALE: 1/4" = V-O" OP It o I< :160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B p +27.6 / .29.9 B +27.6 / -37.0 +26.5 / -28.8 +26.5 / -34.4 +24.8 / .-27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0. NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND 1711 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 GENERAL NOTES R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms Shall be Separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 2 7 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following 1.3 listed methods]. R308.4.2 All windows. within 2'-0" of doors and In shower or tub areas Will be Safety tempered glass. Ceiling for exterior entries and covered porches to have 7/16'. span rated OSB hailed per zone on roof diagram nailing schedule or 5/8' COX. IX T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces e.. attics and crawls aces I Pa ( g . spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4"5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502.4-5.1 through M1502.4.5.3 Callings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all frami members With 2x blocking h framing g provided at perimeter. The OSB shall be attached W/ 8d nails i " O. . field and 4" O.C. at es or 7d screw a s a 6 D.C. a edges shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer speclflcatlons REVIEWED FUm CODE COMPLIANCE ST. LUCIE COUNTY BOCC AREA CALCULATIONS 1st FLOOR 2281 S.F. TOTAL LIVING (AC). 2281 S.F. GARAGE 476 S.F. COVERED ENTRY (BASE) 57 S.F. COVERED PATIO/LANAI 186 S.F. TOTAL AREA UNDER ROOF 3000 S.F. N-;.. <� � v G fyA •'. �' i Uj oe-.'C? F �w L.O.. ,F1I SS 10' a f0 N N F LpW 00 M QD GDIg� w a 016B :O u''r: Uj-ffj? Es�6 ID �m Zm Q J Bj, m C1e G Ln 8 tt m q � WWW.FOSFNG.COM ❑ ❑ ❑ '. z g �_ Z8 t1 Z a Z I` t/1 m J w a 0 w!�m VI W U -C4 E m Q N o e0 4occ 1p Aj � DAM" ` HOMES SISIONEM FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE / I Job Information: 0 UO W L Cot LL 0) � N N E 2 o a ® 9JLLJ:D m o ® Model Name / Nurnber: 2265 Plan Issue Date: Tuesday, March 23, 2021 F KA PROJECT NUMBER: 21-3000 Sheet: 2 Of, FLOOR PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,281 x 3' = 6,843 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 1 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,393 SUBTRACT 100 % OF FIRST 10,000 - 10,000 A= 25,393 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10'000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 25,393) = 10,157 + 100% OF "B = (20,000) = 20,000 TOTAL WATTAGE = 40,157 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 WP GFI O VERIFY LOCATION WITH BUILDER LU w v LU w 4 INSTALL FAN ,BOX PREWIRE INSTALL FAN /-NSTALL FAN BOX PREWIRE BOX PREWIRE � .WP INSTALL FAN BOX PREWIRE 2 ----- ATTIC ELECTRIC , I I rat r IF REQ'D BY CODE I I I i i I ID/W r'�----- --—--� 11 I GFI GFI - - „ � � �- FAN P /I / PREWIRE 1 " `-------------- ------------- 0�---I I \ I I \ 1 1 1 I I I 1 1 I I ♦ 1 1 ♦ J\Yyi i I I I♦ I 1 1 1 I I 1 I 1 I 1 1 I I 1 1 r I I 1 I I1 WP \ i GFI \ 1 II ATTIC ELECTRIC I IF REQ'D BY COD 1 1 , - - - - ---- NOTE: ---- _--- -, KEEP COACH LITES OUT OF BANDING, QUOINS, AND `.�` - `' GFI ROUND COLUMNS WHEN COAL LIGHT COACH LIGHT 42„ POSSIBLE, REFER TO ELEVATION i FOR TRIM. GFIdf , FOR GARAGE DOOR OPENER --------------------------- .............. / NOTE: LOCATION OF METER AND PANEL BOX / ' TO BE BY BUILDER. IF NOGARAGE SEVICE DOOR IS PROVIDED A DISCONNECT SHALL PLACE COLUMN ' BE ADDED AT METER LOCATION. i COACH LIGHTS ON , r. / WALLBEHIND WHEN 1 L , , CRAFTSMAN ELEV 1 I , I /1 I ELECTRICAL PLAN COACH LIGHT _ _ - COACH LIGHT SCALE: 1/4" = 1'-0" J U gw r Z U 0- w w , 1 'j INSTALL FAN BOX PREWIRE 1.NSTAL FAN .BOX PREWIRE I I , , GFl , , . GFI 1 20 , � 0 FOR HOOD s;GFI 0 jjFl C i 11 11 �I 1, I, I, L O GFI i 0 42" -------- BIBB ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FlNISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM SW AFF LAUNDRY ROOM 361AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6..PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). B. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36"FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 1-4. 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 II SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT 0 THREE-WAY SWITCH 7 /(\\ FLOOD LIGHT $4 FOUR-WAY SWITCH V �J $DM DIMMER SWITCH lU FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE Q D ElTRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 4 110 VOLT SPLIT SWITCHED OUTLET It GROUND FAULT INTERRUPT N 2 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET Dl0 P DISPOSAL T,V, CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WP WATER PROOF RECESSED LIGHTING TQ THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200AMPSERVICE - 200=2N COPPER OR 4/0 ALUMN, IN 2' CONDUIT METER MAIN DISCONNECT L 4 20DAMPTA/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY PER TO LIGHTS AND OUTLETS TYP ELECTRICAL PER TO APPLIANCES AND GFI PANEL ER TO WATER HEATER R TO RANGE INTERSYSTEM AC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD. W MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL AWGI \.1 3 NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. REVIEWED IFUh CODE COMPLIANCE S"T. LUCIE COUNT' BOCC +1 N N c» N t m m N r 00 g f M }}pp arNp�pZZZZZCCppppp E S.a�L �f�/l inp0 4. a I 1 a_ Q u o F- Z- d ! B ® o U) log O 3 �9 f�d � � .�s wvAv.FosENa.coN ❑ ❑ ❑ O z _ z n 1 az Y fr' , 's � m d ei —Z NIn 0 m D 0 V) Ln c ITT U x U N�z I o0 A DAIV�S 'HO ieS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: LIB O Z G ci In W C 0 i U V J O = w c��1 ai � N L) ® ®JI LJJ D 00 _I ILI () U) ® Model Name / Number: 2265 Plan Issue Date: Tuesday, March 23, 2021 V1 KA PROJECT NUMBER: 21-3000 Sheet: 41 Of: ELECTRICAL PLAN ors Roe Nr EVE 12 \\ fi FIBERGLASS---------,,", SHINGLES - TOP OFBLOCH '., _ — TOP OF BLO W'D WHEAD HGT — _ MCQW HEHOT Q 0 23 5H fO LITE TEXTURED UTE TEXTURED CEMENTITIOUS COATING' CEMENTITIOUS COATING 25 SH RN. FLR.. py. PIA: Old RIGHT ELEVATION "A" SCALE: 3/1.e• -d O" )P OF BLOCK W'DO31 HEAD HGT oD io FIN. FLR.. DBL 25 SH DBL 3050 SH OFF FUDGE VENT OFF FUDGE VENT �FIBERGLASS SHINGLES —� 2650 SH 3450 SH W—A 2866 TOP OF BLOCK W'D HEAD HDT 4 b _ — RN. FLR. 6 LITE TEXTURED 25 SH CEMENTITIOUS COATING REAR ELEVATION SCALE: 1/4" =I' O" BRG. ® DINING RM. - BRIG. Lm GARAGE o 0 OD F.F. 16 X 7 OVERHEAD DOOR TOP OF BLOCK DOW HEAD GT 4 � m FIN. FLR. orr aocEvcn�\�B uTETEinRED CEMENTITIOUS COATING FIBERGLASS SHINGLES �HBERGLASS SHINGLES —� 4=TT.O.W. — DBL 26 §" ARCHTOP S" FRIEZE T 3068 DOOR WITH (2} 12" SIDELITES & 60" X 16" ARCHTOP FIXED GLASS ABV VENTILATION CALCULATION Formula = SF / 300 2 * 144 = net sq InE41 of venting needed a ually for Intake and exhaust Soffit product provides 4.12 net sq in / sf Ridge vent provides T f 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 it S.F. of Area to be vented (SF) 3000 s.f. Total needed for exhaust for upper 1/3 720 net sq inches Total needed for intake (soffit area; lower) 720 net sq inches :Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 40 Lineal Feet of Soffit needed to meet required 131 Lineal S.F. provided by plan 240 it °°l�tgUtiQl"ff�l� vse' i Or- J N° et+ arteN+%-------------- i T m a Mi RIX VENT N TOP OF BLOCK )EDOW U HOT n n to � 0 6 F � m rr•D Eli 2H 0b S. 2 W mod .p O,Wmgq OL o. Ole u RN. FLR. 0 - — —a3U a- m ,15 Z e LEFT ELEVATION "All� � o �� m S2(D SCALE: 3/18" L) J rq .� WWW.FDSENGCOM ❑ ❑ ❑ L> � Z Z $ o 10EOy a — z � �V) (,TO m w d W L a. L/1 OD E w m U tom L OD V Y O < v 0 �{ DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: 12 PORT ST. LUCIE �6 'REVIEWED F-0m ♦ Jobinformation: CODE COMPLIANCE >— ST. LUCIIEcCOUNTY LL— B 6RP@ ENTRY 7 to - — - --T.O.M. _ `j M F U 8" FRIEZE W'DOW HEAD HOT _ I C�V C', 3 E 24 m z mCL OLCiJ� o ®® Jmw(/) Co L 4 op 4D VI Model Name / Number: 2265 Plan Issue Date: _ - _ - _ _ _ - _ _ _ _ _ _ FINISH FLOOR Tuesday, March 23, 2021 DBL 25 SH ® KA PROJECT NUMBER: 21-3000 FRONT ELEVATION "All Sheet: 5 OU SCALE: 1/4" =1'-O" ELEVATIONS - A SEE DET. TBO3 G.C. TO FBI BLOCKING' W R APA EI FOR SPAN 1 7/16" OSB SEE "HIP/R BLOCKING" Aw ALTERNATE SPAN RATED 32/16 SHEATHINQ MAY BE USED (32/18 - IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 16/320'.) IF 15/32- IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS 'W' DETAIL BRACE TB01 SEE -Memo m NINE mill mill MAE mill lose 11111 IN BOTTOM CHORD GABLE END BRACING @ LOP CHORD 2X4#2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WES. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25ft WWIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE. AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]412:12] (SO FEET) (-) VALUE DENOTES SUCTION a=4fl B* AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 37.02 51.06GABLE -37.00 -37.00 -68.99 -68.99 -58.99 -76.03 ZONE 1: ASTM F1667 RSPM3 (10d) NAILS @ 6" O C ON EDGE AND 6" O.0 IN FIELD ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):h700 ZONE 2e, 2n, 2r ASTM F1667 RSRS-03 (10d) NAILS @4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @4"O.C. ON EDGE AND 4"O.0 IN FIELD ROOF SHEATHING: SHINGLE: IBM" EXP. 1 (4020) TII F' 232" EXP: 1 (9020) f NOTE, 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3s" x 0.113") NAILS r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1-32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (2W x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4R 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 42 SYP OUTLOOKER CABLE ROOF > 20 TO 45 DEC. RAFTER W/ BLOCKING @ 16" O.C. IF NO. DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGE$ WILL NEED TO SE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGE$.A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINT$ TO ALLOW FOR EXPANSION. FASTENERS$HALL NOT PENETRATE SURFACE MORE THAN Ja". O NAIL AT BASE 2 ROWS @4"O-C.w/9d COMMON NAIL O NAIL AT TOP PLATE TWO ROWS @4" O.C. W Rd COMMON NAIL © NAI L OPENING PERIMETER W(2)ROWS V4"O.C. w/8d COMMON NAIL. DO NAIL INTERIOR AT 8"O.C. W Sal COMMON NAIL. O STAGGER ALL VERTICAL JOINTS S NAIL 0 4" O.C. NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2112". w/Sal COMMON NAIL DO NOT OVERDRIVE MAI LS: FASTENERS SHALL NOT PENETRATE O PLYWOOD SPLICES@HEADER - MAIL SHEATH ING TO HEADER W/8d SURFACE MORE THAN Is" COMMON NAILS @ 4- O.C. (2) ROWS @ TOP B SUM @ (2)Bd MAIL$0WO.C. TO EACH TRUSS END OR G VERTICAL MEMBER IF GABLE END. B EXPOSURE (2).2x TOP PLATE BEYOND 1511TSHEATHING �BHEATHINHING 15132"OSB - EXPOSUREI SHEATHING 1 I I I I I PROVIDE BLOCKING I I II 1 AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET G FLOOR SYSTEM II I III II II 11 II I 11 it II II J' I III iII If II II II II 1 $OUD2x BLOCKING EDGE SHEAhIING w D F III III III 11! C III III II �t 11 III II II I) iii. I D SEESECTIONX- ( )9 O F- i OPENING li II II II I III II III III___ __- II II II. II -IL-__II dI`O �. G III ill It C x IIF -_ E III .III III " II II II '1 11 1 2E STUDS BEYOND. w IIII III 1117 NI IIII IIII IIII LII 11 I1 11 IIII LII II IIII I I II IIII I1 II IIII 11 II 1 II II III II II IF I II I II I II II I I II II II 1 II II II I I I II II II I SEE PLAN S8 yQ o o y. III f 1 I II IIII 11 11 __II I ALL SHEATHING A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3�• "S°=NAIL 3/a". SPACING 314" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING �4 H mg m 21N P.T. BASE PLATE BEYOND SEE PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2 X4 #2 SPF TURNED VERTICAL W/711a" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. MAIL FLITCH PLATE TO VERTICAL W/ (4) Rd NAILS (2) Rd NAILS 0 3' O.C. SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.Ts. T U +,. CONNECTOR SCHEDULE FOR: ADAMS HOMES-2265ELEVA 2CF BEARING POINT TRUSS ACTUAL CONNECTOR ID CON N ECTOR UPLIFT FASTENERS NOTES .. UPLIFT DESIGN RATING 4'0 d1VT-'C5V/ E7, E7V, R7, VR7 L / R - 259 # or less HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" () x 1-1/9 1od z° Al - A5, 89 813, B21 L / M / R '='s.86$ #D[ Ie95 HET'A1FH10A`/ HETA16 1810# / 1040# /1810# (18) lbd x 1-1/2" - 9 10d X1-1/2" (12) 16d B7" L/ M / R - 1461 # or less (2)HETA16 /(2)HTS20 / (2)HETA16 2365#/ 2620#/2365# (48) 10d x 1-1/2" 12 16d D9-D19 1/R; -7SS#6Tless -}]ET`A16 /1116A 1810#/10404 (9)10dx 1-1/2" 18 lOdx 1-1/2" - 9 10d x 1-1/2" G Gl G9 [`.ft - / D less '-946# r HETA1a"H A16 ! ET 10# 1 1 # - 18 B o / 9 lOdx 1-1/2" B15 B19 LJ N1/R `-A&4#prless. HETA16/H1OA/PER TRU65 MFR 1 1810#/1040# (9) 10dx 1-1/2" (18)10dx1-112" 07 ;L/R' c1.649'#or less (i)HETA16/(�HT520 , z36S#/2620# 12 16d () 48 lOd x 1-1/2 M3, :, .,LIB w$41;#t)T iess H16A/H10A �104flh/1040# (18)10dX1-112 . .liwlo -`1$ lOd z.1-1/2 PS P61 L R5q / � dr1Es$ '. CONNECTOR PER TRUSS MFR (2)HETA16/(2)HTS'2,0, 236iI/-2620#. (12)16d ,.; 48 'od x 1-1 2 1 9 lON9 x 1-2' /1t -661 #OT Ies3 (1E1'A16.j HTS q/H1gA c 18i0#/131Q#/104q# ' (24)10d x 1-112 118) ).Od x 1 -OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON• CONNECTOR SCHEDULE USP• CONNECTOR SCHEDULE MARK TYPE CONNECTOR85ASTENER6 BPF SYP CONNECTOR&rmTENERB OFF SYP OFRAMETO HSTA16W(9)10dxl lie OR HTA16WD0)l0tlx11?0R MASONRY HETA20W(9)I64x 11/2- 1810 HTA20W(10)10dx 11n" I585 18]0 O FR ME O H W (10)ad mus 89E 665 RTNAW (IORIU ML9 818 no © FRAMF TO HlMwi(18)lWxl IW 1019 ID40 RTI6Aw"lQNxIIW 895 lam FRAME H10A2W(IB)10dxl VTAT2PLY7RUBBES 830 1080 TIWW06)lWx114-AT2MYTRUSSES USE 1060 OPRAMETD MT312 w1(14)10tlx 112"TAT EXTERIOR BUD MTW12W(14)1Wxll12-(A7EXTERI0R FRAME LOCATION INCLUDE (3) tm TOENALS) BBO LOCATIONINCLUDE INMENAL3 INS 1195 OFRAME E TO NOT WIM)10d MILE AND NE' A.T.R.W IT' 9330 3965 MUU15 W(MflW NALB AND SG" AT.RW 33m 499^u MASONRY 6MBEDMENTW NAV'3OV'9ET' EPDXY 1T 6MRSAENTW 91MP90N "SET'EPDXY F O PRAMETD HTSW0 C24rW.1In-(ATMNRON 1125 HIW20W(24)10dx11WfATEXTE1K)R FRAME LOCATION aVCLME 12dT ENAL 3) 0 8 IatD LWATgNIry L DE 12 TOENAILS )l U O) d 1289 IesO FMNNS (2)HT$10W(4NO-UD 112'(AT 2M m0 M FPAM E LOCATK1N gVCLLOE 124TOENALa (0) ENAUSR LOCATHIN INCWOE IZd TOENAILS LOCATIYNINCLUDE(E1rz•(ATNAILS(A) B) EAI FRAMETO HOT.2w10RIOd NAILSAND(2)5/8' A.T.Q. HUGT WIDGYN NA1L3A6D(2)!WF AT.R. O MASONRY WIT EMBEOMEMwfMMPSON SEr• 10091) w112'EIWMMDMEWWSMPS0N'9ET' 70m 8790 EPDXY (HKTd FOR3FLY) EPO(YWGT3FOR3.PLY) OFRAME TO FGTRW(I8)1/4"x Y BOB WOW SCREWS � ITPS RFUBW(12)WMMODWMWBMD MASON" AM (2) 112'A 9' TITEN M ANCHOR ROLT9 (d)y6•x8'WEDGE.BOLT 71M (1)LGT2 wl (181 t8d MNKER6 OFRAME TO E(J)x2 176D 20M MASONRY 6 E MY/4'TE B2-1N"TTIEN 2 FRAME TO MASONRY/ (2)LWTMf(92)1NMNKERS 1,14) tw•xz lA"TTEN RY Taus n ) 9500M 4080.M (2)O1GT2W(92)18d 9NKBRSEl1y iA"x 3'WEUOE LT 2PLYTFM99 3/00M 3100.8 azaD R I 3JAF aa00.F d620f F RAMS OR 81Bd SINKERS BEANIE (21 FOR (EA) CR 3216d aN10376 FOR FRAME () lEN ©3 FRAME TO LET3W 4114-x3"SDS BCREWB (2) R I &(8)&rX!PTITEN(3PLYTRU88) 4190M 5570-IA (21 LLN3T3W R411W' 2 B4 M 705M MASONRY/ F FLYC M(R911M tlN1(FFA F(IY Fw4YFlFd1 501LLP 6960-F p,2 T26 SCREWS&(4) VWX11YTRlB81 Will -1-1, u m¢ mu,e,c s. 6I80.F 77104 V MASONRY I"'x We& 10 IW NAL9 UlHLOO tvEDpEdpLT& 10 t0d NAILS I Uk850 O SEANBTO MASONRY/ HW6OPT HUC46W(6) 101 NA.S A (12)lf4'x231VTTENIT0MA6.) 0B1640 U8890 OY300D mim HD460PTHWBW(bTiGI NA1L9& (i2)1/Vx23WTAPOMS(T0MAS.) W021 U#1090 01R01i UA850 FRAME OR 1&dE B 10d FOR FR (12) (1 1 AME) aYRP Bm-M OR 1Btl& B IOd FOR flLAME pzl 11 ( I SYAF SYM FRAMETO HETA20 (-HETAI8OPT 1920 0 �HTA180PT HL10 O 1-PLYW(10)I3tlx120i 4385 P385 1-PLYWI0)10dx112OR ]0MA90NRY 14 2-RYWp2)IDtl 24"1.YW (17)im HTSMlQW1(8)i0dN41L8AND(4)1AW114' 05 1110 HTWMI6*(M10d NALLSAND(4)1/Cxl W-" 1I46 1225 FRAME TO TAPWNa WEDGEB0.T N O MAS gJRY' OR HT9M20 w/(ID)1W NAIL9AND (4)1/4h2 tA" 966 1110 OR HTWMYDwI (10)Hd 4)1/d"x19/4° TAPCON9 WEDGE -BOLT 1145 1226 ©FRAMETO H106W(8) Sdxt IYr NALSAM(2fSMW 780 810 MASONRY TITAN HD FRAMETO OTT22W(8)lw" 112"WE moo OTFTZW(8)l14-xt la-MISWOOD OD SCREWSAM(i)112BASA EPOMEDW 1835 2145 SCRE"9 (1)1/2"BA.T.R. EPOAED., 1510 1836 SIMPSON "SET•SEENCTEB4 SIMPWN•9ET"ISEENOTE84 z W(26)1Btl#1A°NAILS AND (1) M' HTT46 W MB)latl 1&" AILS AND (1) OFRAMETOHIT6 ATAEPDXIEDw/SINPSON"BET' C05 5080 518"B AT.R. EPO%IEp W&MASON "BET' 5005 SEE NOTE"BELOW MTEM BEW 1RT4WoSlWWlWNWUSAND(1)618"B HTT49W118)1ad 1TY NAKa PND 111 ®FRAMETO MASON" ATAEPO%IEDVSINT+SONTEN 3640 4235 Y8'8A.T.R.EPOAEDW8IMPBON9ET- - 41H E NOl1F^ BF.I.OW (SEENOTENBELOM O FRAME TO FRAME H109w1(24)1Wx1 ITNAJS 785. 910 LUG71 WR3)8aMTZNALS 876 1045 OFRAME TO HaMSKTW(4) IAWIn' SOSMOD RTISM W (9) 1W x I IM" NMLS E MASONRY SCREWS &(5) RNT2 IW TARCON9 ]00 Jfi0 (4 IN"xI W'TAPWN9 1995 1985 FRAMETO YET W(18)1/4.10"SM WOOD SCREW$& V MASONRY (11&6•B AT.R. eronm W SIMPSON"9ET° Was 491p W iT MIN EMBEDMENT (2)�" W(32)IXMFSOSWOODSCREWS WOFHAMETO MASONRY d(2)&8'0A.TAEP0XIEDw/SIMP90N sin 7186 '6ET'w/12"MIN. EMBEDMENT O F VGT W (I5)114'A" a0S WOODSCREWS& HDUySDS25 W(10) W4 IQ-SOBWWD =5 4555 MUGT15w/(22)lad NNLS&H745 w/(18) 41M FRAME FRAME SCREW&&Iq SA"B A.T.R 10tl NML4&(II &8"B AT.R. TO (2) HM W(E2118Tx212" NAILS& (2) HTTd5W152) I&YM112-NAILS OFRAME Y FRAME If ISA°B ATA IEEE NOTEIAI 4375 5a90 A 111 VP. n T O... a41 - SD05 3. G.C. MAY USE ENHER SIMPSON OR USP CONNECTIONS. SEE FRAMINM PLAN FOR CONNECTOR CALI.OUT. 4. FOR SINGLE PLY TRUSSES.$CAD ON FULL HEIGHT SYP BI2"N• TO TRUSS VERTICAL WEE W(B ROWS OF IN MSS.Q Y O.C. STAGGERED 6. 12' MIN. F.T.R. EMBEDMENT CMU BOND SEAM U Y.O. 8. SCAB TRUSS CHORD W d'41"2x SYP 49(MATCH CHORD LUMBER SAP) W1(2) ROM lad 0 r FROM END 86' O.C. STAoGEREO CENTER AT CONNEC IOR UWA FION AS MUCHASPOSSIBLE. AO MIWMALCONINECTORUNOONFI MINGPIAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALLS/ UNTELSI CF WALLS UNO ON RAN 2. CONNECTIONAT24.ORS2"O.C.PMDIMVERTICALSMRNLFLOORTRUSSESPARN.LELTO"MRY WALLS SEE DETAL ffll 9 1 FOR MORE INFORMATION B CONNECTION FOR ALL HIP JACK(OORNER JACK) TO MASONRY WALL84OF WALLBAJNTELS 4. CORNFCTION FOR ALL CONTINUOUS RM BOARD TO TOP OF MABONRYAT 3T O.0 MAL W 12) AT EACH CORNER. O.0TO VERIFY LOCATION WES Nor GONFLNTw 41(IF APMJCABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOW WALUDEAMS wl(2)WTCNAILS © MINMFL CONNECTOR UNOONFMMING PLAN 1..XNECTIONF JADKIFUBs TOWWDWALLORREAM Ia/ MINMALWNNECIORUNOONFMMINGPLAN ROOF FRAMING NOTES li- SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING- SEE (RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - = - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONALFEE'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 FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 Ali!!/tl JArB. r 0cc U A �aa aJ. • C 'r,�O• F O .•��� T F- I a $ m DOD (- (Np geWggp f Ln 0000 r- ' C, ±k Rk a m 'pgpgB O NN tJi lJi IJi p s Q vcc Wa' LJ y O�sT�i SS Of O .52 s6$ 1.131 i 2'u. igg 'E 0LL aN a a k DgoSN ® J y O $ S rE'x = IN to ?!" 0 ❑ ❑ ❑ W1NN.FDSFNG.WM OI Z 87 z o_ Z N M UQ) Q w � (D4.nw 2 C �//V) L=M 3NA--- i(O V v as L, U. Ut cDpNp Q o m W A DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: tieVIEWEU F-Un -ODE COMPLIANCE T. Ll1CIE COUNTY zLID TD .i DOCC O O - METAL DRIP EDGE + ALL. 2 x SUB -FASCIA b SEE TYP. WALL -ALUM FASCIA SECTION 2x4 P.T. FASTEN TO C.M.U. W/ J. 1/2" LONG T-NAILS @ 2'-0" O.C. - SECURE J-CHANNEL @ 12" O.C. CONTINUOUS VINYL ©G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" LIJ i CJ co UIL N N 3 cc tC N J M V c) � oy GO LL / ♦ Model Name / Number: 2265 ♦ Plan Issue Date: Tuesday, March 23, 2021 ♦ KA PROJECT NUMBER: 21-3000 Sheet: �� I Ot ROOF PLAN LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P,S.I CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/S) -10d X 11/2 SP6 OR SPR FOR 2x6 AND 2x8 WALLS Ta To 'a DOUBLE 2x TOP PLATE .r STANDARD HOOKS SEE MS05 FOR MORE INFO { TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. .t INTERIOR BEARING WALL INTERIOR SHEARWALL ` EXTERIOR FRAME WALL 8" C.M.U. 2' x #2 SYP/SPF P.T. W/ R (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS031FRAME ( /BRG/SH R) WALL TO RAACAKIDV rnAINIG(`TInNI nGTA1I N.T.S. #5 REINF. 20" MIN, LAP BAR A #3 OR#4 REINFORCING 1�'�9. BAR #3 A, #4 1 AP CPI ICF 2 "MIN. LAP "rJ STD. 9Oe HOOK #5 REINFORCING BAR #5 LAP SPI ICE SCALE:f"-1' O" P #6 REINFORCING BAR * GRADE 40 U.N.O. #6 1 AP SPI M MSO5 REBAR SPLICE DETAIL - GRADE 40 TTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2sA" 12, O.C. 1 2 x 6 1/4" X 21A" 12" O.C. 2 2 X e 1/4" X 2sA" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST w :LINTEL (2) 2X P.T. i BUCKS W/ ' 2/2" O.S.B: 1 BETWEEN FASTEN PT 2 i NAILER T) ; MASONRY IF DOUBLE 2X NAILER IS USED, USE 114"X 4 1/2" TAPCONS- SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T.S. N.T S. 0 0 0 0 O 0 O H �e ReeAR AT TO MN. (V Raal' HIM CLEAR * cmu. '. WOJT e R AR At BOTTOM Q Q LIN'EL OAVnY 80R1H1 RCY60R M iDwAarr L FRONDED N UNITE. NAR ) B° N HA_ vioni I TYPE DESIGNATION Ire ". nLLeD wlrN.aRatr i u . nNMLLtO I rYaAMITY I HTM C II OrTOn OF 1i A SAR AT CAVRT SF16-IS/IT NOMN4 WbIH CpymTY O£ Y NAI'nBLtL �eHT RabpR At TOP MATERIALS 1. Fe precast lintels = 3500 Pat. 2. Pc prestressed lintel! = 60DO psi. 3. t c grout = 3000 pal W/ maximum 3/8" aggregate. 4, Concrete masonry units (CMU) per ASTM C90 w/ minimum net area campressIve strength = 1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR6O. 6. Field rebar per ASTM A615 GR40 or GR60. Prestressing strand Par ASTM A41B grade 270 low relaxation 7. 7/32 wire per ASTM A510. 8. Mo1'lar pa ASTM C270 type M a S. GENERAL NOTES 1. Provide full morta heed and bed joints. 2. Shore filled Ilmals fla required. S. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufeatti sal with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and groWng. 5. All Ilmels meet OF exceed L/360 VerdCal deflection, except lintels 17'-4' and longer with a nominal he& of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stimps are welded to the bottom steel for mechanical ancho o. S. Cast-Irplace concrete may be provided In composite lintel In Ilea of concrete mawnry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Llntel min. depths am called out on ]Intel plan. If contractor installs a deeper lintel than Indicated on the plan, doing this Increases the strength of the lintel and is approved without engineering letter. if a smaller lintel is installed contact FOR for approval SAFE LOAD TABLE NOTES 1. All values based on minimum 4" peening. Exception: Safe loads for unfilled IlMels must be reduced by 2D%If basing length Is less than 6-1/2". Safe loads for all recessed lintels based on B" nominal bearing. 2. N.R. = Not Rated. 3. Safe bads are total superimposed allowable bad on the section specified. 4. Sale loads based on grade 40 or grade 60 field mbar, S. Additional lateral load capac#y can be obtained by the designer by providing addional reinforced masonry above the Precast. lintel. 6. One #7 rebar may be Substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentraed bads #om the safe load terms by calculating the maximum resisting moment and shear at "way from the face of support. 8. For composite lintel mWits not shown, use safe load from next lower height. 9. All safe loads In unite of pounds pa linear foal HEvwEwEU Fu►, .:ODE COMPLIANT ST. LUCIE COUN1 BOCC PRECAST'U" LINTEL W/ 3000PSI CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE A R R 10" STD. 90 HOOK ANCHORS NOOK (TYP.) 71,�.1, Pl rt 7 0: S STD. 90 DEGREE REBAR ON BOTH SIDES ANGLE 3000 P.S.1 OF OPENING U.N.O. CONC. W/1 #5 D REBAR •'3"'^ TYP. BOND BEAM 8" x e" x 16" K.O. LINTEL BLOCK PROVIDE KNOCK -OUT . BLOCK FOR FIRST FILL W/S000 P.S.I. COMPLETE CMU COURSE BELOW SILL & FILL SOLD CONC. W/1 05 DIA. REBAR 1. W/ (1) OS BAR FOR ALL WINDOW OPENINGS 6%6" AND LARGE INDICATES FILLED 8" x B" x 16" CMU U.N.O. CELL FROM FIG. TO BEAM WITH 1#5 BAR MIN. `IIIIIIIIII♦®IIIIIIIIIIIIIIII■-li®®IIIIIIIII-IIIIIIIIIIII-®� IIIIII_ r> 1`4 k7LM■BLOCK WALLREINFORCEMENT ?pA�ep J S�0 •: LJ M U '3' iF O •'•�i e Q rjj1°B poi T►�P,,y IF- x Wm NFQ��a�WWZn u$mB�5�$yy �P�ffi�Egbs 00 R,NA��i �WaW�~OmaJ �rg,LL]mR=- NM��'aa� LU Sa-GpGpA6y�g'"wS2n5¢5�' ��$E�5 y�dO�aGN 1133 LL F¢ fi'9'15 WWW.FOSENG.COM ❑ ❑ ❑ '.. Z a _ O Z N Z � Q !' o. ei Z N M � w c � Y .v — 0 w Vim) > c. f0 m U ENE w Ho `I U (nos 4� V Q N Ono DA s HOMES UNIONS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: LL c•I Ui N W 0 o � Oi N 4- a E Z CV N 6- 0 Z/p)� 02 10 /y�/y.I �W�//''y� LL� V/ VJ ♦ Model Name / Number: 22165 ♦ Plan Issue Date: Tuesday, March 23, 2021 ♦ KA PROJECT NUMBER: 213000 Sheet: S.1 of: LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2)'/i'x5" EACH END SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT o't•I, W/ WASHER. MIN. 6 PER t TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o n "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL " ° MIN. 5 PER JAMB. VERTICAL O II SECTIONAL I, OVERHEAD DOOR �CONT. P.T.42 WOOD SYP 2" X 6" u`S� enotntl,o - t n TRIM °� ,, •• ,r y�, 2"x6" P.T. WOOD JAMB ' pF DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR V e LOP O•` TRACK MOUNTING DETAIL O1�1Y� '"� l.1111 o NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS', DETAIL- UNLESS NOTED OTHERWISE 3 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T•S• CD21 ENTRY CMU COLUMN/BEAM N.T.S. lg to i 8000 F �O Sg f Lo ro E Uo `•'bi a'm2 Ti ii LL - ¢ EBo a,'g D�v''i�o B W m-ito ' BLOWN -IN R-30 INSULATION PER FBC ' AND ENERGY FORM SUBMITTED WITH 5 �dw 4gFW� w v; N � o d w tl O Zta�a z BLOWN -IN R-30INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT DORTTICS) a� ¢ O zz ° �+•' FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION , 12 FIB RGELASS SHRJGLESS (FOR .n W $ • m tr O w s B W mm a, , J g ZN @ LL PROVIDE BAFFLES AT EAVES SEE PLAN SEE PLAN TILE ROOF (PER ELEVATION) �\ OVER APPROVED UNDERLAYMENT W G C) ° N O °d' (FOR VENTED ATTICS) "g " = Z S 0 FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- 5 0 O -� N TILE ROOF PER ELEVATION ( ) TRUSSES @ 24" O.C. (RSH] - ON FRAMING SHT. FOR MNh4.FD3ENG.CON z m OVER APPOVE.1.1 OVER AYMENT PER FBCR 905.1.1 OVER APA $HT'G &FASTENERS. I , � �� PRE-ENG. WOOD ROOF SHEATHING -SEE SCHEDULE- TRUSS ANCHOR (SEE PLAN) Z Oo TRUSSES @ 24" O.C. (RSH3 - ON FRAMING SHT. FOR SHT'G & FASTENERS. D; �h�h 1L1�: r ` BRGSEE PHTN FOR 1 Q Y _ ' 1/2 RYWALL 1 / I TRUSS ANCHOR (SEE PLAN) 1 t TO BE INSTALLED ON OUTSIDE FELT PAPER OR • ° ETAL DRIP EDGE TRUSS PLATE FACE 3/4" P.T. NAILER 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP CORNERS rain (3) 2x4 OR N (' m LL •�• SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA �4 �-METAL DRIP EDGE o . 1/z" DRYWALL CURTAIN NAILER 1 B x B x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. � CONNECT ALL 2x STUD 2x SUBFASCIA TO TOP PLATE WITH (4) 1x4P.T, @ WINDOWS n LINTEL BLOCK 1 x 8 P.T. @ $.G.D. h O.H. W/ (1) #5 DIA. REBAR & NAILED w/ 8d NAILS @ 6" KEEP IN 3/4" FOR SHEATHING O C AND LATH WITH FINISH L 1 o � VI/ u"' ; 16d TOENAILS SOFFIT. SEE ARCH. .PLANS '^ SEE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL (TYP.) ALL SIDES / , (TYP.) FRAME FOR COR-(>3 / // V. 1/2" DRYWALL SEE SCHEDULE '" OO NERS FOR NON LOAD 1' p° w o O q I "'�• SEE PLAN FOR HEADER SIZE N / ° ° BEARING SIDES NAILED " = v I w/ 16d NAILS @ 8" O.C. / / Q OPTION O.H. ISM" OSB EXPOSURE 1 ON 1/2" X 8" J-BOLTS � \\ � 0 / A DAMS HOMES MAXIMUM OF 3 - 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. () SEE ELEV. SEE T913 FOR NAIL ATTACHMENT. ADDED BELOW THE HEADER W/ EACH 1 CENTERED EA. ( HIGH ( ) \ / / PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" % SIDE w/2" WASHERS , CMU BASE FILLED CONC NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. / NOTE: 44' MAX. $ILL HGT. ON FILL CELL -(1) #5 DIA. (TYP.) W/ (4) VERTICAL RENF W/ HOOKS INTO FTG & AT TOP ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI OF COLUMN FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CONC. ALL LOCATIONS PLAN Al -Al 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN Y", SHOWN ON FOUNDATION GULFBREEZE FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN u & FLOOR PLANS r LOCATION OF OPENINGS IN N N DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E OPENINGS FULL y' w/11-10d TO BEAM FOR BEAM SPEC. STUDS ARE REQUIRED). REQURE IRED). N & TO FRAME BELOW Job Information: NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL ellW/SCREEN CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS H n PRECAST CONC SILL , C-926-98A I , PAPER BACKED FOIL R-4.1 u INSULATION AT CMU BLOCK WALL � 0 2X STUDS (SEE FLOOR PLAN FOR u 1/2" DRYWALLMORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM N EXTERIOR FINISH - ' ON SHEET 6 FOR NAILING INFORMATION FOR SUBMITTED WITH PERMIT APPLICATION (SEE ELEVATIONS) z Lo WO INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED P.T, 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" 1 I 1 ■ 0) O E+ +� co U w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN EXTEND ACI 530 BASE NAILER () ABOVE M 4> L WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN WOOD BASE SIMPSON HETA20 w/10-10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 > = V � CL m WOOD BASE MIN, 6 FROM END -SEE W507 FOR TERMITE SHIELD ON FOUNDATION PLAN POST OR 4x4 POST w/ 2x4 UNDER z CV CN E i SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR i EACH END OF BEAM ��m�a FOR SLAB INFORMATION _ - _ TOP OF SLAB SLAB INFORMATION TOP OF SLAB � NOTE: '� ' 2 X 4 P.T. PLATE ,MJ L'3^,J M o D � 00 0 BOTTOM STRAPS MUST B V J W v J ' - L • - GRADE ib INSTALLED ON INSIDE OF COLUMN. DO NOT BEND P Model Name/ Number: I C I.^ GRADE o STRAPS UNDER PLATE, p° x4° per 9• 9p°v CLEAN 3 w r ' PLACE STRAPS IN FILL p C ° " ° 2265 COMPACTED FILL m SEE PLAN R REAR UANTITIES CELLS w/#5 REBAR °' „ (Ty COURSE HIGH CMU BASE Plan Issue Date: •.° •,' !' FILLED w/ CONC - SEE PLAN FOR Tuesday, March 23, 2021 OF COLUMN BASE - SEE FOUNDATION PLAN 18" SEE PLAN SEE FOUNDATION 2I-0" AFOF '., ;•;,. • •'- KA PROJECT NUMBER: FOR FTG REQUIREMENTS PLAN • REVIEWED 1FUH 21-3000 NOTE: DETAIL GD21/ 9-2 MAY BE SUBSITUTED FOR THIS DETAIL -UNLESS NOTED OTHERWISE ,',ODE COMPLIANCE ST. LUCIE COUNTY Sheet: Of: CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.rs• WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/71-O" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" 13QCC TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM W/(1) 45 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ STRUCTURAL TOP TO ALLOW CONT. 2x4 BLKNG I SHEATHING AROUND CURVE. MIN. 2 TITEN CLIP EACH TRUSS ANCHORS TO 2x8 (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE LINTEL (SEE PLAN) EXTERIOR SHEATHING 7/16" 0.5. B. 2x8 W/ (3) 12d ATTACHED PER NAILING SCHEDULE TB13 ON , EA. SIDE TOENAILS EACH END SHEET 6 STUD ANCHORING: I STUD TO TOP PLATE: 2X BLK'G. /16" OSS W/ 6d R-19 INSULATION AT EXTERIOR ' SIMPSON SP4 TO O.S.B. NAILS @ 16" O.C. WOOD FRAME WALL PER FBC W/ 2-8d TO SIDE &TOP NAILER AND ENERGY FORM SUBMITTED EA. END WITH PERMIT APPLICATION 2 X4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EDGE VIEW 2x4 SPF CONTINUOUS EXPOSED TO INTERIOR SPACE) BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d 2 X 4 P.T. STUD TO BOT PLATE: NAILS. SEE DETAIL ABOVE SIMPSON SP4 I LINTEL 2x BUCKS SEE MS11 r-�•' 1/2" X 8 FOR MORE INFO NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH ro®NtiT[u r 1181, j WINDOW OR DOOR OPN'G WITH BLOCK FACE 8" CMU WALL a` ee �} r', S c la6a J); 0 Q. a WF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=l'-C" PROVIDE 2x4 ON TO 'o; ,•" 5� P P\Q- M OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. �e�➢➢➢➢ IIUI�,, (2) 12d NAILS O.C. OUBLE 2x4 TOP PLATE (SOLID BLOCK w/ 2x6) G 2z4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF w c 12d NAILS @ 3" O.C. '91 WOOD BEAM SEE S 8 t w B " m TOP PLATE TRANSITION PLAN FOR SIZE SIMPSON HUC410 OR (2) Wig :,1 HUC21C 5t " TO BUILT-UP COLUMN o D � c O1 PIPE OR DUCT w/ OUBLE 12d , _9 mmc6 a TOP SPLICE , ,° SUPPORT COLUMN BUILT-UP MIN. d @ 8 8; B e 41 0 PENETRATION THRU . ' ( " B � N � � w a TOP PLATE w MORE +! ® "_� / 3 2X4'S OR UMW 2 T s' a ui THAN 50% OF TOP NAILS @ B" O.0 EACH PLY g s g B 3 2 ROWS 12d x:LL PLATE WIDTH INSTALL o SIMPSON PSPN516Z @3"O.C. (SHOWN A54x4) �R �� s Ztaa $a' Z (2) SIMPSON HETA20's �, m$ S g q W 0. ' A ¢ o W W/ (12) 16d NAILS TYP. y}- a 8 n W " � I m TOP & BOTT. • • * ' + �' W/(12 16d EA. TO COL. '� " - " m -- ALT: (2) MSTAM36 STRAPS 5 �,& €' Z �"i 4 a. NOTE: @ ALL EX7. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TYPICAL BLOCK CENTERED w/ (13)-SOd NAILS ' E kLL 0 8 " ti TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL '� Ea TO COL. g 8 ;r 2 ? N SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ ` TIE BEAM s $ WWW FDSENG COMu ❑ ❑ ❑ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO `rOP PLATE W 8d 2 1 2" x 0.131 NAILS •D F NOT REQ'D. WHEN QT SYSTEM IS APPLIED U z m NOTE: � Z o 0 PLATE LENGTHS MUST AT /� , z Q LEAST 8'-0" LONG. TYPICAL r iW] ¢ , a a N WF17 TOP PLATE SPLICE DETAIL 3/a"=1'-0" CD04 TBEAM @ RAISED ENTRY MASONRY WALL z N (D4-- m C) w � Y O w D' 2x8 SYP #2 NzvV) = M TOP & BOTTOM U = my E ° ATTACHED W/ " AGO (1) ROW 16d 2x6 SYP. #2 F NAILS @ 16 O.C. RIPPED c o Q BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. a N 0 Qm VERIFY HEADER ELEVATION 4 4 4 (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED IOd ROWS OF STAGGERED Led ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS 0=0.148",L 3")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D - 0.162", L- 3-112") OR EQUAL (D = 0.162". L= 3-1/2") OR EQUAL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. „ 1. 7/16" O.S.B. EA. SIDE 2X BLK"G. TO O.S.B. W/ 2 - 8d EA. END HEADER SUPPORT NO.STUDS E. AT OPENING OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EAEND EA END LESS THAN 4' 1) (2) (1) (2) >4' BUT <9' (2) (3) R) (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LETA 30 BEAM SIZE FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: ,nh TIM, 5/8 x 8 EQUALY SPACED PORT ST. LUCI E 1) ADIACENT NAILS ARE DRIVER FROM 3) FOR 4{'LY, PROWDE L/4••DIA. x51/2"LAG PER SIDE INTO CMU AT OPPOSITE SIDES OFTACOLUMN. SCREWS INDSEQUAL SETION1EAS SHOWN FOR 3PLV) 2) ALL NAILS PETETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR JACK TO HEADER NO BASE EDGE VIEW ' 2X CRIPPLES @ 16" O.C. SEE SCHEDULE ♦ Job Information: THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. CONNECTOR REQUIRED (3) 16d W/ SP2TO TYP. " WF37 TYPICAL COLUMNS DETAILS N.T.S. P4 AT SEE COMMON FOR PLAN WLL AND BOTTOM TOP AND BOTTOM 2-ROWS 12d NAILS 24" O.C. NAILS(TYP) STAGGERED@ HGT. 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NABS STAGGERED LSTA30 STRAPS AT EACH , @ 12" O/C FOR 2 x 10 ; > STUD WRAPPED OVER OR GREATER HEADER O FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES HEADER PER LOCATION —may TOP PLATE &NAILED HEADER EACH SIDE 11/2' CONTACT FOR FOR SOLID W/ GROUT. (NO FILL ALL HOLES IN FILL DOUBLE 2 x #2 II FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) STRAP 0 a) 0) 0 S.Y.P. HEADER W/ c1 V 2 1/2" FLITCH PLATE 1 1 r • 7/16" OSB W/ 6d NAILS @ lOd NAILS ® HEADER. (U.N.OJ = y Ji 16" O.C. TO SIDE & TOP NAILER 8"o/cTYP. > EL FILLING AND BLOCKING AS N N 2x W/ (2) 16d TOENAILS DOUBLE 2x4 REQUIRED FASTENED TO z I— U EACH END TYP. CRIPPLE STUD HEADER W/(2) ROWS TYPICAL (U.N.O.) OF 12d @ 16" 0/C UNLESS O .i LLJ o 2x4 SPF CONTINUOUS BLOCKING NoreOOTHERwISE J m 07 F.F. O ATTACHED TO 7/16" OSB W/ Q (2) 8d NAILS. SEE DETAIL ABOVE 2 x 4 STUDS TYP, i ♦ Model Name/ Number. OVERHANG r •'• .;'•; SEE ELEVATION FOR ROUND/ SIMPSON HT74 W/ (18) 2265 SQUARE TRANSOM 161 NAILS &A 5/&' ♦ Planlssue Date: EXPANSION ANCHOR CMU CMU W/6" EMBEDMENT U. N.O. OPT ''• OR81/2"AT GARAGE Tuesday, March 23, 2021 BOX HEADER •.. .•. .- :• X. fNG STEP DOWN ♦ KA PROJECT NUMBER: FOR OVERHANGS BETWEEN 5/8- TO 1 1 2" / W/ (2) A35 * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. DOT. PLATE - Itw LU t-un 21-3000 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. EACH END 7' 0„ MAX WALLS WITHOUT UPLIFT N MCV COMPLIANCE WINDOW OR DOOR OPN'G 1.0ODE Sheet: /1� - Of: ST. L"UCIE COUNTY MS18 RETROFIT WALL OVERHANG DETAIL N.Ts. WF39 TRANSOM DETAIL AT ENTRY 1/a"=1'-0" WF09 WALL HEADER DETAIL N"T.S. B®CC TYPICAL WALL DETAILS *DIAGONAL SPACED .AT20'-0" O.C. MAX .. : SAME SPACING AS BOTTOM CHORD LATERAL BRACING - TO BE LESS THAN 1 OR EQUAL TO 45° MINIMUM 2'"x4" CROSS BRACING (SEE PLAN FOR 1 LOCATION),.-' = �•^s]Y BLOCKING , , I I 1 1 (3) 12d 1- PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN.. FOR NAILING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB T11301 TYPICAL CROSS BRACING DETAIL N.r.s. T11302 TYPICAL CROSS BRACING DETAIL N.T.S. `l\e\an e t t� �F3F r r S � Ai'"'",•LgSE� e tNA OVIDE 2X4 MIN. BLOCKING AT NTER LINE OF HIP/RIDGE, TYP. .1'10 .'tSrt LU TWEEN TRUSSES W/ (2) 12DUi ILS EACH TO TRUSS TOP �, -v ; ORD G�Q • fi p F; . •' �v e ' RUSS ALTERNATE TO BLOCKING - PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP J��B la )TOT _TRUCTURAL PACE G.T.SHEATHINGADD 2X4 ALONGSRIPPED2X4 SYP #2 TOP CHORD WHENAIL TO TOP.CHORD TO PREVENT SHE- - - - OF HIPPED TRUSS W/ SPAN FROM EXCEIP 12d NAILS (P 6" O.C. MAX 24" SPAN (EG.TSIDE OR BOTH IF I (2)120 NAILS MINIMUM (3) 12d SROOFHEATHING AT 12" O.C. MAX PER JOINT LMINIMUM 2"x4" S OR SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACT G 'F '621w OjNm Ti LL LL PLAN Qm 6. 2X4 BLOCKING A R (a m$ 6 a s BETWEEN TRUSSES HIP TRUSS w fS g m �I\.69 a�cLL� W �tPItL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL TYP N.rs.�"gfr mew & o €° Z� 9 d a d TB03 HIP /RIDGE BLOCKING DETAIL (TYP) o J N U IL _ ❑ ❑ ❑ WM1W/.FlJSENG.COM 8 0 z m � - TRUSS NOTES: m y 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 Aiiiiiia (MUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA M GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND ~ BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD SE LIMITED ILA m TO SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OFANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT _ J EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BS) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL -ice W __ LATERAL BRACING SPECIFIED BY TRUSS MANUE SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C.MAXIMUM. 3, ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT O Lu ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT- = G a! ,1 SEE TYP. TRUSS BLOCKING DETAILS oa0p V SHEATHING — aC 3 TO 4TRUSS x4 ASSHOWN TRUSS ALTERNATE O SPACES DI)2ECTION - D f Rub O DAMS! HOMM VERTICAL SCAB 2X6 02 SPF 48" O.C. W/ (4)12d TOP & BOTTOM OR HE SEE ION TRUSS-,,,4p EA I85 FLORIDA CONTRACTORS LICENSE NO- CRC1330146 REQUIREOR DLP RAFTERS GR(EATERUO'NiaNB'O' B 3000 GULFBREEZE PARKWAY DOueLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 BEE PLAN OUBLE TOP SCHEDULE. FOR SHEATHING DETAILS PRE.ENG. TRUSS PLATE 'TOP PLATE DIVISION LOCATION: 2x STUD WALL SECTION B-B vARIEsw ROOF BEE PLAN SLOPE .\ PORT ST. LUCIE Job Information: CONY. FRAMED RIDGE \ \ 2X4 SPF BLOCKING / MAYBE NAILED MIN. VERTRWA SCAB 2X6 J12 (4)12d WHEN IT (L ANDS SPF 48° -C. W/ (4)12d \ \ BETWEEN TRUSSES NEXT TO PRE.ENG-TRUSS 2x3 BLRING. NAILED 4s EACH TOP & B 17 OR H5 OR \ \ C 48" D.C. MAX. SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACER OF (4)12d e REQUIRED w/ (2) MTS12'S. RHQUIAN BE .O RAFTERS GREATER \ \ \ 2x4 SPF BRACE / 1 A ® 48" O.C. - NAIL W/(4) / COLLAR E \ \ 12d AT EACH END & SHEATH) RARER3rd \ \ \ ALTERNATE DIRECTION -TF� .2X4 BLOCKING BETWEEN CB BEVEL C \ Ln TRUSSES W/ (�12d NAILS TOFRIO L) d) y � C a ®EACH END. NT- EACH BAY B TB 2X4 SPF / (2) #7X&a 1/2" TRUSSES �J pB WOODSCREW EACH TRUSS co t V LL ALTERNATING OR H5 0 48" O.C- / / _ 4S BLOCKINGPRE-ENG. TRUSS \ / / N CL E 0) CONT. ROOF SHEATHING AT TRUSS TOP \ / / P \ (" "" Q d) STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP: ! \ \ / / `/ •+•+ d SEE PLAN FOR CONNECTION SIMPSON A34 OR ® J LLJ B USP MP4 0 \ \ / ( ) 2X4 P.T. BLOCKING BETWEEN DIAGONAL R 2'-0" ON CENTER TRUSSES W/ (2)12d NAILS AT 8'-0• iWRUO S '*' 2xe R2 SYP RIDGE B \ ^ / 2X4 SPF BLOCKING EACH END MAX 2x6 RAFTERS @ 2�-G"o.' C. BETWEEN TRUSSES ® Model Name/ Number: MAX. W/ 43) 92d COM N X \/ WALL BELOW TOENAILS TO FUDGE e M \ / \ ®24" O.C. ND (TY (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS, THAN / , ,\ (3)12d EA. END (TYP.) 2265 CONC. MASONRY 4 Fr 0 2'-0. O.C. MAX / (3) ADD SEE PLAN STEEL OR WOOD COMMON TOE NAILS T FUDGE SEAM ® Plan Issue Date: 2X4 CONT. AT BEARING SUPPORT 1/2" SPACE Tuesday, March 23, 2021 TYP. WOOD TRUSS BLOCKING T&BeHGR A -A ALTERNATE BLOCKING . BEARING ® KA PROJECT NUMBER: DETAIL @ INTERIOR L ETAIL SE P N FOR MORE @ RAISED HERE DE LA SHEATHING INFORMATION 21-3000 YttVItYVtU Ill 2x4 S.Y.P. 0 16" O.C. CODE COMPLIANCt sheet: ST. LUCIE COUNTY .. TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB1S EXTERIOR NON -BEARING WALL DETAIL N.r's� ROOF FRAMING UCC AND BRACING DETAILS W 0 THERMA-TRU INSTALLATION \\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" E SPA( EVEf 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE et" 6" 3„ tS" 6" 3„ 3„ 3- 3" 3" I I„ 3„ 3"31 3" 3 L I I 1, 1.3" 6' 6 6e DOUBLE DOOR W/ SIDELITES 7A /E It i" 6„ SPACE :VENLY 7" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. °v o TOP OF SLAB C7 " 00 Z I -II III ° M a d of 16" MIN. DIAMETER ° A-o CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. 5„ SPACE EVENLY I \ Ae Line valley by cantering %,cr�a - 36" wide - a4ea I IainTeed WI tgle at Ingle Wend.d.thra o culvtlent dlr to r, of hall witht• \ Embed eaoh ehaYJe �, valley centeriine In a 2" wild slri atesphalt reglang o�'ment. , Cut 2- dorlca,, III iimmetl r / I e. Rake Drip 1 Edge Saws 7" daces to use In 51th Omue EU NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEAD& 6 PER SHINGLE. Utwwr\eYtn \ 4. `�Q End Gott'e OA ono Gperse Coss " 1f � 29� over valley centedine ------------ SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EVER. WALL FINISH AND EXTENDING A LOCATIONS) MINIMUMOT6" DOVE e" X G' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASH ING CONT. AT KNEEWALL T ENTRY PLASTER ST SEALANT Room SHINGLES 6- X 6" H GALV. j FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 'I RASH N�/}G AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET ,/ KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 'u' .' \ 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU \ THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2" MIN. EMBEDMENT 2X WOOD FRAME 19 WC)31? SCREiU BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN A, FIN &SHEATHING EXTERIOR 3/4" MIN. EDGE FINISH DISTANCE BY OTHERS PERIMETER 1/4" MAX. CAULK SHIM SPACE BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 1 INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S AND GABLES OF iE A MINIMUM :S sir L [ rEVD OENO RAFH ON THE EDGE AT EWES InNIED EITHER iYMENt IF INSTAI IED ERESHILLLREA .EMENT don" -ED UN, Euut all aE AXINUM 01 12m ON XTERMNED IN 012.13 S 11p MPH �QtoAIf 8 * a C V' 'OoI f ➢➢➢rl 3 W rn rip 7 i ♦- GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH, a ro o ti 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. � $ f tow ro E LIP. E_Qm SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION a R_� 0 5. z LL w AND CALL OUTS. Product Approval Submittal Affidavit A$� 3 3 O n9Ei 0 Building Address: Contractor: �a Bq WVA into a Building Permit- 2LL g zo� a ? o Product Design Manufacture Model # Attachment Approval # g fi gp lu Pressures Method �¢n www.FosDwG.xxa Roofing:DAD /�af� 1st Choice COUNTY APP. IKO Industrues, Ltd Cambr dge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 W Z 0 0 NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Z E0.1 ,o W/ 3/8" MIN PENETRATION THRU SHEATHING n 1 QGO c ROOFING VENTS: W a DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, COUNTY APP. Products. Inc. "Off- 2 a FROM E A " 0 C PI MAXFL21580.1 R-2 Z M ROOFING UNDERLAYMENT: W N �w� TAMKO BUILDING ITAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND 1st Choice PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL12328-R9 U _ R905.1.1 O 1r, N Overhead Garage Doors: �"T m U —N E 1st Choice +30.0/-30.0 CLOPAY 1fi x � 2"x6" P.T. WOOD JAMB WITH FL16546.8 F t $ l car;' 53W5 (5) 1/2" DIA. x 8" "J" BOLTS "" 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.84 U5� o a Q Swing Doors: ® 44 M � was Q N God 1st Choice +67.0/-67.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 �t +67.0/-67.0 THERMA TRUCORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 !`, DAMS HOMES FIBERGLASS DOOR FIBER LASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) �FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PLAT PRO c FL1215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: 1st Choice faint PORT ST. LUCIE n MI WINDOWS &DOORS SERIES Alum, reinforced FL15332.12 V Job Information: Windows: 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice +40/-50 MI WINDOWS Singe Hun (fin) ANCHOR WITH MIN. 11W EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL ` 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) FFOR INSTALLATION ONT NJTHROUGH PROVIDE BUCK USE 8 WOOD SCREW OF FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES SUFFIENT LENGTH TO ACHIEVE 1'/," INCH MINIMUM EMBEDMENT FL17676.2 Single Hung (fin) IN WOOD SUBSTRATE. O MI WINDOWS 35GO SERIES Single FL17894.4 Hung (fln less) flame Mullions: LO NI-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504 1 z Q N 0) 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1'A O M M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 1.5804.2 LL1 Ivl_ion EDGE DISTANCE Fixed Glass" > N N 3 Co a) MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 7 1st Choice +50.0/-50.0 MI WINDOWS WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD J w BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDEGO 5/8" MIN. EMBED. INTO WOOD BUCK. W V) V J Soffit: V Model Name / Number: +666 0/41.6 KAYCAN 1st Choice LTD Standard vinyl Dstaele ,, on center In direction FL16503.4 IRS efA Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 "65 Double 5 standard standard Anyl staples solid 144 vented -145 FL12194.2 —VTPlan Issue Date: Hurricane Panels: Tuesday, March 23, 2021 ALL AMERICAN 24' Ga. Dade County App. 24 GA. STORM PANELS KA PROJECT NUMBER: 1st Choi a SHUTTER 8, GLASS Storm Panels FL16293 R3 I have reviewed the above components of cladding and have approvetj their 21-3000 use in the structure. (Architect or Engineer of record) t'" r V jr-VVtU r-V Name: Carl A. Brown Certification Number: FI. # 56126 ;ODE COMPLIA_ Sheet: Of: FI. # 87864 S_5 Name: Luis Pablo Torres Certification Number: ST. LUCIE CC' MATERIAL Name: Certification Number: CCCC —IFREFERENCE INFO (PSL) MYtinum Fastener Spacing Wall Framing: (Jambs, Had and 5111) a2 Spruce/PinelFlr ',. V4 _._8'_..{-...- B ..{ �.. _.8�.. _.4- _ 8� _ y,•4%, 0, Better Wedge a]Oai-1/2` _ Screw a10-. scre"" Minimum Penetration - _. F1J8' GMtn9 Read MountinFlo F fwtl - Crom Section View exterior View of j I Reed V541NN Mnimum ,rr �" Slllmne Exterior Sheathing _J_ .I—J_ • —J Note: Wesbonytytasommand the ux o/Mshhty end/orMshMp cipesandslllAans aramled lnAS7M f➢117-01. Nmrifil due to 10r1]don In Godae and ballllimir Was, It Is NR eDtothe and &Wto dafNalla MC Proper haadNatidn oftheaa Items. LEAVE THE RUBBLE WRAF ONI Before inrtaumq your w'.ndow, the bubble wmp may be peeled back for inspeolion, but please re s!L t'"F wrap to protect me blinks front scratches and other damage until mnsbuUgD IN comllete. Step i Measure to be swathe ocening is 3/8" to 1/2" largarthan the window Are both vetilmNy and Naimoli • You may war, to pre-M the mutation toles In the M A this him Dipwad Me W—whole; In Me mountly ft as are notnamida . SW 2 Apply a gemmus bead of Alkone m the baciside of the mounting fin. Use rough saimne to w16c1aNy fill all v" betwxn the M and the wall tibeethrig. SOp3 Insert the window who the opening From the osade. The window is labeled Wde and"oMoe', but d these labels have been removed, the gWrig bead should always be to the Inside of the building. Step 4 Install shims w4er the AM, atlltstlng brand too the taA Is plumb In the opening. Stine should be InsbMed hinder the sou every 2 fat. The window should be basicallf assured in the opening with ro made than 1/4" gap between the Wndov and wall franning. Step 5 Instal a#10x1-U2"screw 4' from the archer of the fin M each erg of the head, III and both jambs. Seep 6 InsW the mmaimN fasteruers ah 8' Incmmb from the comer screws tothe Daum of each hams member. Use rare not te oe- tighten the screws and pull them through the fin. Also, mate sure the screws go in straight and do not muse the frame to bow. Wall hpNng Awdd be a minimum of #2 SprurnJPirWF4. Fastaers should be a10 screws of sulRdert Ledo to adhlew 1.3/8" penetration axis the wall and no ks than Ur from edge of tree Fastens quantities needed In each Ace of frame he achieve 8" Le of Forme MiNMer 10" IB' 26' N' 62' so" s6" 66, 74" 62" 90" W" Number of Fasteners 2 3 a I 6 7 8 9 10 11 12 13 Step > Remove etmss slllmne' ueem ouPhan around the fln and Inspect for holes or volds. Usesiloolde both any molds. Sep 8 If desired, a foam Insulaton can be applied to the interior gap between the window and well framing. If applied, dos must be the NON EXPANDING rYPE FOAM. Sep 9 Sim trey windows are typically used In rooms with high molshae, le; hativooms, R Is recommended that the Interim gap between the window and wall fmmilg also be sealed with sllkone and tested so as no te axefere wish it* insulation of wallboard, tie or tam. Step 10 Once all constructed is complete, remove the bubble wrap ham the Inside and ouWde of the window, It nemmary, clean Uo blocks with a mild detergent and warm water using a soft loth. Failure to follow these procedures will void any and all warranties. J- W z MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH /� FOLD UP WEATHER BARRIER& WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW ., /r RESISTIVE SELF -ADHERED FLASHING .TEMPORARILY SECURE BARRIER GENERAL I=LASHINGAND WATERPROOFING METHODS DOOh4R000HOPENiNG TO BE USED. R703.1general. Exterior Walls shall provide the building with aweatheFresistantexterior wall envelope. The exterior wall / RESISITIVE ' '.. WINDOW UNIT envelope shall include flashing as described in Section R703.4. BARRIER TAPE s E)(TERIOR WOOD FRAME CONSTR: SELF -ADHERED FLASHING 3/4°•1' B AD OF CONSTR SLOPE. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP ADHESIV TO BE APPLIED UNDER THRESHOLD 0.3 in: 12.0 In SELF -ADHERED SELF 0A D H E R E D FLASHING accumulation of water within the wall assembly by providing a water•resistent barrier behiid the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OF DOOR AND RETURN (0.6 Cm : I �wrwi k\ WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND OR EQU L WEATHER PROOF CAULKING SELF -ADHERED FLASHING R ®DUCTS D E TA I L R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, bee from holes and break:, complying with ASTM 0226 for Type 1 felt or other approved water -resistive barrier shall be applied V over studs or sheathing of all exterior walls No. 15 as felt shall be applied horizontally, with the upper layer lapped Over the lower layer not less than 2 inches. `+WIATHER Where RESRIER E SELF -ADHERED FLASHING EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the BARRIER I CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive SEAL TOPS OF JOISTS it � �i 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 UNDER DECKING " ';, SU13FLOOR manner to meet the requirements of the exterior wall envelope as described In Section R703.1. SELF -ADHERED FLASHING (SEE DETAIL WP07) ; R703.7.3 Water -resistive barriers Water -resistive barriers shall he installed as required In Section R703.2 and, where \ applied ever wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH Detail Instructions equivalent to two layers o1 Grade D paper. The individual layers shall be installed independently such that each layer 1. Cut, fold up & temporarily secure weather RIM JOIST provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain resistive bonier above header to allow for flashing installation Refer to the number marked as ®in each detail that corresponds to the to the water -resistive barrier Is directed between the layers. 2. Self -adhered flashing plus head flashing under weather resistive barrier - BUILDING numbered Items inthe list Of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 3. Fold weather resistive ve barrier back over head flashing and seal with tape O 1 PAPER 1. Install Self -adhered flashing In order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps than that of 60-minute Grade D p a per and is separated from the stucco by an intervening, substantially nonwater "absorbing layer or designed drainage space. 2 ® 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring Cuts 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 Instructions. All flashing be Scaler NTS SELF -ADHERED FLASHING FLANGED WINDOW i IWPO SELF -ADHERED FLASHING /� P O2 SELF -ADHERED FLASHING W FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER I EXTERIOR DOOR WITH DECK - SECTION A V V CEMT FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER shall applied in a manner to prevent the entry of water into the wall cavity or penetration of I 5. Remove all release paper per standard installation instructions and " adhere t0 SUbstYate using a square piece Of flashing material (6 x 6" water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 7.11. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying AAMA EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) with 800 or ASTM C920 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied' membranes used as flashing in EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown b an'OWS y exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit flashings shall be Installed at the following locations: REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW SEE DETAIL WP01 ( ) tight to comer LETTER ON CHEMICAL � 8. Mechanically fasten as necessary 2-Exterior window and door openings. Flashing at exterior window and door openingshaul o the of the owfinia COMPATIBILITY SCOREDRELEASE exterior wall or to the water -resistive barrier er complying with Section for subsequent elrt drainage. Mechanically PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed SELF -ADHERED SELF -ADHERED FLASHING, ` IeEPOREFOLDIRG, SCORE in accordance with one or more of the following: FLASHING EXTEND A MINIMUM 6" VERTICALLY VERTICALLY FROM RELEASE PAPER TO EXPOSE ADHESIVEAs SHOWN) ) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the g BOTTOM OF fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing ' a r THRESHOLD MECHANICALLY FASTEN AS -instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to SECTION -A NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection (SEE DETAIL WP02) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. - SELF -ADHERED FLASHING [`� " 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ v 2 WDMA 300 or FMA/AAMA/WDMA 400. z NAILING FLANGE SELF -ADHERED FLASHING 5 2. At the intersection of Chimneys or other masonry construction with frame or stucco walls, with 1 projecting lips on both sides under stucco copings. 0 4 DO NOT FLASHOVER 2OF SEAL TOPS KING JOISTS UNDER DECKING t 6 3. Under and at the ends of masonry, wood or metal copings and sills. BOTTOM NAILING FLANGE $ (SEE DETAIL WP07) 2 7 4. Continuously above all projecting wood trim. - S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. SELF -ADHERED FLASHING HALF ROUND WINDOW P SELF -ADHERED FLASHING, EXTERIOR DOOR WITH DECK W 0 54, SELF -ADHERED FLASHING P06 rw G. At wall and roof Intersections. INSIDE CORNER 7, At built-in gutters. - � ELF -ADHERED FLASHING e DECK PROTECTOR -- - -. w 'i• �I III �I SHEATHING I III � �� ��I 11 �� ) WIT' Cement Plaster 7l8" Cement Plaster _-i in accordance ASTMC926 with in accordance with SELF -ADHERED ASTMC926 FLASHINGPATCH ' Felt backed metal '' Felt backed metal SELF -ADHERED FLASHING I; �' lathe in accordance lathe inaccoMance DECK PROTECTOR _ withASTMC1063 _ with A .*, '. - STMC1063 . Building Paper Building Paper 7/16" O.S.B. 7/16" O.S.B, DOUBLE : ; sheathing sheathing SINGLE JOIST JOIST SELF -ADHERED FLASHING ' _- , �. Metal - Keep top edge SELF -ADHERED FLASHING t Flashing.. •. Of weep screed 2" below top of 2 31/7' ck 3"MIN Unperforated 2 0 4 (; I Flange 7/8" Weep Screed Vulcum caulk bottom 5 ,..-, , - joint only Maintain Bottom of Metal Flashing SELF -ADHERED FLASHING \HO.8362x;DECK JOIST \ /1 / p(� �/ �/ €"- 0 SELF -ADHERED FLASHING OUTSIDE CORNER R APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN , J@ / P®� ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE V V Weep Screed 1 1/2" to 2" 3-1/2" Unperforated Flange 7/6" Weep Screed INSTALLATION OF THE SUCK/RECEPTOR. Above Roof - 1/2" Cementitious Sheathing Decorative Finish b., . d, All inside and EXTERIOR WINDC WUNIT d outside corner will CEMT. FIN. need to be miter Cement Plaster cut and caulked all BUILDING PAPER SLOP in accordance d o •, butt joints need to SLOPE 0.3 in: 12.0 in 0.3 in : 2.0 trh O,6cm:30. cm a SLOPE 0.3 in: 12.0 in with ASTMC926 over wood 2nd becaulked Using Vulcum caulk for all (0:6 cm : 30.5 cm) (0.6 cm : 30:5 cm) floor SELF -ADHERED FLASHING WIRE LATH SELF DHERED FLASHING - -' EXTERIOR BUILDING PAPER CEMT. FIN. WIRE LATH IV V SELF -ADHERED FLASHING 1/2" Cement Plaster Finish WIRE LATH Block 2 12' Perforated BUILDING PAPER BUILDING PAPER 'd Flange 1/2" WeepCement d, Screed Plaster over block ` EXTERIOR Ist floor WINDOW UNIT CEMT. FIN. • Install bottom Slab edge of weep screed 1"below finish floor B 23 OPTIONAL DETAIL 3 3 Note: The building paper and metal lath ft_VVr_U t- ,ODE COMPLY SELF -ADHERED FLASHING SELF ADHERED FLASHING=WP 10 CEMT. FINISH WINDOW HEAD SELF -ADHERED FLASHING must be Installed over the top Of � WEEP SCREED DETAIL �i" 1. ICIE COIF CEMT. FINISH WINDOWSILL CEMT. FINISH PARAPET WALL the Weep Screed. SCALE: NOT TO SCALE socc a',earetrl��r �0 TOR J v,: too o� • S.1Pt C103 0 NCO t- CO t- �gw`n5F w ro 1- . c8U u Rt ax is� � d� m �m`mrn�g t1J a a�tp�,SSgo a Ell�FQ�10- W z �mw��a a w 3 �g €m0-� o aZrtigg 2 Y mrLS 3 MIN g� � � b www.R�seNc,coM ❑ ❑ ❑ O L Z V J - m Z N w a I � Y O - a ti�fCf m `� Eo I . am •� Q � o nos ��Im AAWARAMG• LJl0%Mrc FLORIDA CONTRACTORS LICENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 1..1� at e-I LIJ N m ,U i 00 m G co J m (n ® Model Name / Number: Plan Issue Date: Tuesday, March 23, 2021 KA PROJECT NUMBER: 21-3000 Sheet: Of: WATER PROOF DETAILS 5" bath duct to roof or wall ca p w/ standard 70 fm bath fan HE H2 8S Jea 3 06A TZAC3fl9 "df 3V0BA T243399 "31 � LANAI- N a'-D" CLG w 5 bath duct ' BEDROOM 4 DR u TH 3 OWNER'S BEDROOM CLG 90 - x6 0" CLG. 1 wcd H2 OZA& \r 11 8'-0" CLG t0 roof Or WQII Cap „ `1Ox6 1wcd 6�= 40 9VJT —i ds �� W/ standard 70 HE a az, - cfm bath fan 10x1,0 rag - 170 14x8 1wcd 1G-0' CLG G45 8" S 1 x6 1wcd i � z N N \ 8xl8 rag 16" Hz\N 12 2 ag: 6„ 18x18 rag- ' x4 1 wcd 1 Ox10 rag ._, \ 225 5 20 14x8 1wc ,� 8x4 1 d 5 bath duct a 10 4„ to roof BEDROOM 6 o O s �� m KITCHE FAMIL ROOM 4" or wall cap8,_D,. L -G CLG -D' CLG W w/ standard 70 90 1Ox lwad S� N 1Ox6 lwcd S0 e. N cfm bath fan N w w - n w 8' 'f is �i5ap,h+`1Ww ':r 5 GI'S AT ONE � „ S N 10x10 ra 1Ox10 II�J�g 8 i� X 1Ox6 lwc w 50 N 14„ 4 \ \ 24x18 ra A qI 2 � __-BEDROOM z.- f3'_0" (LG 4 ® b 'p bT XGH�-9Qfl0 1Ox6 1wcd „a BA _ 6 65 o ... 10x6 1wcd 'OyFR� CO )\A YAAMIfl9 Y8 a3TTIMp39 } 45 L N PJ ROOM 0 10'-D' CLG-I 14x 8 8 1wcd zA 3C AwaHo aoJ 8x4 1 wcd ,a C' CLG m o / 4 1 w d TiL1TY '�s:_.I"r •: m 0 LIVING ROOM 80aS S 8' 0 CLG .., I o �� INVERTED HIP TO W HE 9 Z36E 42X42 A/C SLAB o6�C zuru lz�•Sr `` -(c) BY B LD R MINSea vRA 'MOUApT `. 2' FROM WALL vaA 13 "e V833 33 4°, dryer duct y zzEooA GITTA to roof cap ' W/dryer box . ENTRY ... aJ31F NI 3TAOOJ vent - H2 CS J8 ',. NIV "a, X c S, VSA 29r Hoop _ — 5" bath duct CAR + AR. GE to roof or wall cap w/ standard 70 cfm bath fan —light NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance - — with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 FLOOR PLAN SCALE: 1/4" - !'-0" ELEVATION „A„ & „ 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. II AREA CAL_CU' ATION'S 1sr FLOOR 2281 S.F. TOTAL LIVING (AC) ---- - - GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI 476 S.F. 57 S.F. 186 S.F TOTA- AREA UNDER ROOF 3DOO S.F f!) m Z _n W w W cn z W O O cV = W (n U Q L0 0 3: — Q \0 m Z N 1rirV1r_VV1=u 1I N -It 1 >- ;ODE COMPLIANCE U) to m ST. LUCIE COUNTY Of Of .. , , > Z ROCC o w = Q E- pp I— <[ —I O Q rY a IL J 0 o 0 Rating