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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF' . D ING R318 1 T CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE _ TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS. AND BEAMS), A SLUMP OF 5" FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BARING PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIO1i UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA,.NA71ONAL ELECTRICAL CODES (NEC 2014) & 7TH FBOR Ch. 34-43 CERTIFICATE OF CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 00 11/2" TO FORM U.N.O. CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONFORM TO A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31&14) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." S. WELDED WIRE FABRIC SHALL ASTM THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) 6. ALL REINFORCING STEEL / STIRRUPS OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING 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 BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BORAICOR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES. IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE.7.16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL - 2015 EDITION 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th: EDITION (2020) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT. THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE. ADMINISTRATIVE AUTHORITY .ARE 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 REPLACED 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 ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (8) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (f m = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH i A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AND THE PROVISIONS OF THIS CODE, 3. OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. * LL/360 4 TL/2 0 C OMMMENTS: R703.7.1 LATH. SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. (HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF TRUSSES ROOF RAFTERS LL/180 TL/120 TL/240. LATH AND LATH ATTACHMENTS LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/.w HEAD, OR 1-1/2" LONG, 16 GAGE OR AS OTHERWISE APPROVED. WHICH EVER IS LESS. REINFORCING SHALL BE PLACED INN PER DETAIL MSC THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** LL/360 LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, 6. REINFORCING STEEL SHALL BE LAPPED 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR 1-JOIST*** LL/480 TL/240 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 PROVI A STOP IS PROHIBITED. E STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR.(3) SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. *** TL MAX 1/2" FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER, CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF).. 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD 20 20 20 20 R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING. AND DI TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY. FLASHING 2. ALL FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS OO FFRA B WALL STUDS HOLES CENTER OF THE UP TO JL" DIA. SHALL HAVE STUD IN ERIOROVER BOTTOM CHORD DL 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER iS 3. NRING FOR PLUMBING L�NESVETC. SHAE LL BEE REPAIRED WITH SIMPSON HSS2 STUD OES TYP. U.N.O. E TOTAL (PSIF TO 37 37 45 55 DIRECTED BETWEEN THE LAYERS. SHIELDS. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD U. (OPT) VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT, APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQO, ATTICS W/ LIMITED STORAGE 20 R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE J. CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. AV ATTICS W/ HEAVY STORAGE 50 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER. SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 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/ STORAGE 10 EXTERIOR THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) NOTE: ILL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN INCHES. MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE B. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V 5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS OF DECK:HIND:PLYWOOD C-C/CG EXTERIOR OR OSB /� GENERAL FLOOR LOADI NG GENERAL DESCRIBED IN SECTION R703.1. FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. FL R703.4 BASHING. E WALL SHEATHING: 7/16" STRUCTURAL 1 OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 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) 180 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDINGTYPE 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 WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE DIAGRAM (-) VALUE DENOTES SUCTION AREA ® O5 (+) 27.6 (+) 27.6 10 (-1 29.9 (-). 37.0 (+) 25.5 (+) 26.5 20 (-) 28.8 0 34.4 O ®. 50 (+) 24.8 (+) 24.8 (•) 27.1 (-) 31.1 ® 0 (+) 23.4 (+) 23.4 J.W (•) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-O" 16'-O" x 7'-O" O 51.3 (+) 24.3 (+) 23.3 26.0 GENERAL PRESSURE NOTES NOTES:-_.- . 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES.. . 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. - 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC `a�tni,tutttt O% O Q.. � i(�.S e ' • ��i 000o G W o ie T L ���J rl ,R.• cc c R ;E f _ ro'Cr 0 IL� Do g L w IA G~p S Eoc g a o d' .a . �c z W - APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACH D 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) �y �-.,� g � 0896 Wa a INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD ILL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL ASSURES I21 Q 'a;� W N y SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER LL g 0 n 3 BUILDING STRUCTURAL FRAMING COM PONENTS. ill a ;. SELFADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADI N w a- " l 0 9 m m BOO OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 2 a a 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 $TRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: 5 B S _ MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) - .. N 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) 6 - W � W APPROVED SURFACE SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. S. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) g unw :Foservacon • EXTERIOR WINDOW/DOOR OPENINGS. TH!'TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES _ • INTERSECTION OF CHIMNEYS OR OTHER MASONRYCONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) 'n • UNDER AND ATTHCENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PR -ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) z • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. MITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, -" z $ g • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME -//////AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL (�Y HAND RAILS (d) 200 (PSF) z CONSTRUCTION. IAS,I AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMB N 50 (PSF) Q j • AT WALL AND ROOF INTERSECTION. B.,=THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) y SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF n. • AT BUILT-IN GUTTERS. STAIRS 40 (PSF) z N UPLIFT CONNECTORS FOOTNOTES - d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG QJ a! 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP N '. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. 0 " BUILDER NOTICE: FIELD REPAIR NOTES GENERAL NOTES. _ lit IS the Intent of Designer/Engineer listed In the titleblock of these U 6 N g 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. documents that these documents be accurate, providing Licensed '_ $� 2 I 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. Professionals clear information. Every attempt has been made to = ,� F PLAN FOR EMBEDMENT DEPTH AT BOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. U Q" R 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 BuoBuilder and all din these documents, a required to q 2. FOR S review all the information contained in these documents, prior to 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 BORIDA BUILDING CODE I • " f Q 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 comible fo any of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible n any plan errors, the Designer misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer /Engineer prior to � DAMS , IHO $' construction, All construction MUST be in accordance re the 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. 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 TO FOOTING). ,ACONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, 1OBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'4"x 2'" TITENS TO RESPONSIBLE FOR THE INDOOR AIR.. QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND 7 10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. r/ nginee with will be considered (Y TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GULFBREE2E PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4)1/4" x 11/2" SDS SCREWS AND (5)1/4' x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement r the Designer/Engineer without advanced notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement DIVISION LOCATION: MISSED,CONTACT THE FOR FOR SUBSTITUTION. PORT ST. LUCIE CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. D VI 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Jab Information: 16d x 2.1/2"NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACTO FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. T REVIEWED FOR i" MASTER REVISIONS ;ODE COMPLIANCE ST. LUCIE COUNTY DATE DESCRIPTION BOCC I- 10-17-2012 Changes per Feld meeting on 10-11-2012 in Daytona ,� ��� o rn 0)c .. Ln r-- , 2 (� i m Of Northwest Florida® > N Lo 3 Z � UAL p J Lw Model Name / Number: 000 GULFBREEZE PARKWAY GMLFBREEZ , FLOR ®A J3251 152 Plan Issue Date: Friday, January 15, 2021 VE KA PROJECT NUMBER: 21-0160 MODEL 15J.2 Sheet: w Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER 11PP MARK SPACING SPECIES CAP.(.(Wfl 7pp BOTTOM NO NO BW1 16" (2)led TOENAILS (2)led TOENAILS SPF UPUFr SP2 W/(8F10d SP1 W/(%10d BW2 18. STUD, (0) 10d PLATE STUD, (4)1Ad PLATE SPF 402 BW3 18. (2) SP2 W/ (6) IOU (2) SPl W/ (8)10d SPF am SAID Erlad PLATE STUD (4) IOU PLATE NO BW4 16' (2)led TOENAILS (2)IOU TOENAILS SYP UPLIFT BWS SP2 W/ (6}10d SP1 W/ (6}10d 1.6' STUD 10d PLATE STUD 4 10d PLATE SYP 439 BW6 1e. (2) SP2 W/ (6) IOU SPi W/ (010d SYP 878 STUD 6 IOU PLATE STUD 4 SOU PLATE NO BW7 12' (2) led TOENAILS (2) led TOENAILS SPF UPLIFT BWS SP2 W/ (a}1od SP1 W/ *Sod I?' STUD, (6) Ad PLATE STUD, 4 Tod PLATE SPF 535 (2) SP2 W/ (6) too SP1 W/ (%10d BW9 12' STUD. (6) IOU PLATE STUD, 0) too PLATE SPF d070 BW10 12" (2) led TOENAILS (2) led TOENAILS SYP 0 BW11 SP2 W/ (6}10d SPS W/ (a)-lod 12" STUD IOU PLATE STUD, 4 SOd PLATE SYP 685 BWS 12" STUD 8 10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED UBLE 2x TOP PLATE TOP OF WALL _ SEE PLAN TT MASONRY WALL OR ICF WALL. SEE PLAN -2X STUDS PER DOUBLE ?x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH MS03/8,1 FOR NO UPLIFT CONNECTORS aRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x. MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WAILS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION _. PLAN FOR MORE 2X P.T. W/ 1/2- Aa B 32- O.C. W/ 7- INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. '> REQUIRES MIN ALT.; SIMPSON 1/2" TITEN HD ®32" O.C. 7/16" OSB PLYW'D ME W/Btl NAILS ATDANDE GE. s EGEENERAA NOTE # BRG. WALL DETAIL IN REND AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2.4 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. SPA, ANDSPe CONNECTORSCAN BE SUBSIINTED IN PUKE FOR THE SP1 AND SP2 INDICATED IN SCHEDULEABOVEF S. IF'BW' INDICATED ON SECOND BOOR BASE CONNECTION TO IGNORED. SEE S INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd TO ONLY) FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) FIRST FLOOR C S. INDICATED THE WALLIS CONSIDERED A AND REQUIRES MIN. 7/lIF'SW"IS 8 INFIELD AND ED 7/18" OSB PLYWOOD W/ Bd NAILS AT 4' O.C. IN FlF1.D AND EDGE TO (1) SIDE OF WALL 7. ALL 2X EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS WEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE WALL IS INDICATED WITH THE BWi 5W4 9W7 SW10 THESE WALLS ARE ONLY B. IFTHE STING T HOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE SUPPORTING THE FLOOR LOAD AND TA PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAIL(GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENTTINDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. IOU= 0.149" DR. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) Cl (3) 2 x 4 #2 SPF (4) - led TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS (3) 2 x 4 BYP 111-OR (4) - led TOENAILS 0 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8)1/4' X 11/2' 2145 SIDS SCREWS C5 4 x 4 P.T.#2 SYP POST ASU44 W/5/8'ATR** & (12) - led NAILS G=6665. U = 2200 6 x 6 P.T. #2 ABU66 W/5/8"ATR•*. G-12000. CB SYP POST & (12) - led NAILS U - 2300 8 x 8 P.T. #2 ABUSS W/ (2)- 5/8' ATR** G = 24335 C7 SYP POST &(18)-led NAILS U=2320 CB 3.5 x3.5 P,L. 1.8E fb=2400 PSI HDU5SDS2.5 W/ (14) 1/4- x 21/2' SOS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXL) ANCHOR, OR ATR** 3.5 x 5.25 P.L HI W/ (14)1/4" x C9 M I-BE Fb=2400 PSI WOLMANIZED IF EJD. 21/2" SDS WS & 5/8' EXOPY ANCHOR, OR ATR** 6645 C10 3.5 x 7 P.L. 1.8E Fb-24DO PSI HDU8-SOS2.5 W/ (20)1/4" x 2 1/2" SOS WE & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) I ANCHOR OR ATR*** O11 E 5.25 x 5.25 P.L. 1.8E FA-24DO PSI (WOLMANIZED IF EXr.) HDU&SDS2.5 W/ (20)1/4" x 21/2' SDS Ws & 7/6" EPDXY ANCHOR, OR ATR*** 7870 7 x 7 P.L. HDU&SDS2.5 W/ 120)1/4' x C12 1.8E RY24o0 PSI 21/2" SDS WS & 7/8' EPDXY 7870 (WOUNIANIZED IF ErT. ANCHOR ORATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 0" EMBEDMEM FOR 5/8' ATR 8" EMBEDMENT FOR 7/6" ATR 5. IF [Cj COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.111E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON W. GUN APPUCATION NAIL DIA-LENGTH NAIL SPACING ad m31" X 2 W OAW X 2 %' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF &WALLS . 10d OR 12d 0.148" X W 0.131- X 3- SEE PLAN BLOCKING & TOE 0.148' X 3'A" 0.131' x 3 A4' NAILS & TOP PLATE 12d CAW X 3 "A" 0.131' X 2 "A" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131' X 3" S' O.C.(CDMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS ifid 0.162' X 3 "k" 0,131' X 3'A' (2) leD(COMMON) SEE PLAN (3)16D ( GUN NAILS) HEADER SCHEDULE MARK HEADERSIZE REMARKS H1 (2)-2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2"FLITCH PLATE THIS SHEET 1 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2"FLITCH PLATE THIS SHEET H3. (2) - 2X10 #2 SYP. SEE GENERAL HEADER NOTE #5 W/ 1J2" FLITCH PLATE THIS SHEET H4 (2) -2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 117 FLITCH PLATE THIS SHEET H5 (3) -1 3/4' X 11 1/4 ATTACH TOGETHER WI (2) ROWS TIC X 3 I1Z LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE. H8 (2) - 1 314- X 9 114 ATTACH TOGETHER VW (3) ROWS 11V X 3 I1Z LVL 2.0E Fb=2600 PSI I SDS WD SCREWS O 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0"-9'-0" 12) (3) (2) (2) (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE let FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 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 S. 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. 0. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7, IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) -2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETASB TO CMU O.C. TYP EACH SIDE COL. LN,O, ON ROOF PLAN. (2) - 2x 10 #2 SYP W/ 7/151 CONNECTION: PROVIDE (2) OSB FUTCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS @ 12"- 2 OR (2) SIMPSON HErA16 TO CMU H SIDE O.C. TYP EACH COL. U.N.O ON ROOF PLAN. - 2 x 12 #2 SYP W/ 7/16" CONNECTION! PROVIDE (2) 4�(2) OSB FLRCH PLATE. NAIL SIMPSON LSTA24 OR 42) BFAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O.ON ROOF PLAN. (2)-.13/4- x 111/4". LVL -- "COON: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' x S 0 1 SDS WOOD SCREWS ®18" O.C. TYP. OR (2) I CMU OR (2) SIMPSON HETAPL EACH SIDE. N. COL. U.N.O: t3N ROOF PLAN. ^ (2)-13/4-x 1171W LVL 2.OE R�26W PSI. NAIL BEAM OONNE PROVOE(2) USING ROWS �M AR4 OR (2) TOGETHER (2) 1/4" x 31/2" SDS WOOD SI ON HTS20 TO WOOD POST SCREWS 016' O.C. TYP *r,. (2) SIMPSON HETAS6 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. (2) -13/4" x 16• LVL 2.oE Rw2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) (y) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS Q 16" 0-C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1, VERIFY. WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN, 4" BEARING EACH END) 2, SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. SIMI LETA 12 STRAP TO TIQ ANGLED CORNER TOG ER 0 SILL, HEADER AND TOP PLATE MOIST 24" O.C. RED HEAD @ 2 x P.T. PLATE C. 7"E BEDMENT SIMPSON LSTA 12 STRAP - TO TIE ANGLED' CORNER TOGETHER @ SILL, HEADER AND TOP PLATE RIPPED 2x6 NAILED TO 2x4 w/ (2) 10d @ 12" ON CENTER 2x4STUD , O BAY WINDOW I RIPPED 2x ON BEVEL NAILED TO STUD I TYP.2 SIDES) TO FRAME SCALE: N.T.S. 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 © +26.5 / -28.8 t� +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 l� +23.3 / -25.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND 38'-0" FRAMED UVALL 13' 6" 13'-4" 101-0" 3'-6" 7'-8" 3'-6" BEARING FRAME WALL_ i= ALL E EXTERIOR WALLS W/EXTERIOR SHEATHING w E ATTACHED PER NAILING SCHEDULE D ACT SHFARWALLS. SEE PLAN AND WALL SECTIONS FOR DBL 25 SH = m 35 SH STUD SPACING AND GRADE. EGRESS PRE -CAST LINTEL BOTTOM @ 6'-8" ----------- - - - - -- MASONRY WALL � � 3 MASTER BEDROOM 1.ANAl w BW1 DINING w W VAULTED CLG. �? VAULTED CLG. 'O m /� VAULTED CLG. 13'-6" BW1 - F 13'-4„ o A 11'-2" 4'-4" y ao H1 Q.T. O 3050SH G.T. a N O GENERAL NOTES �� 1. R302.5.1 Door from garage Into house must be a M4 BW3 minimum 13/8" solid wood door, solid or - - - - - - - - - - - - - � - - - - -- - - - - - - honeycombcore steel door, or 20 Minute fire rated door. 3:12 _ W 3:12 2. Bathroom exhaust fans must vent to the exterior of SLOPE :3 CI "�-- .I the building, exhaust to. attic space and soffits is not io SLOPE acceptable. Ventilation shall be permitted to exit through ij the soffit if solid soffit Is Installed 5'-0" on each side of 13'-4" z 14,-3„ 3'-0" ,-2„ 61.3" the venting. Ya LO 3. R302.6 The garage shall be separated from the m residence and it's attic as required by Table R302.6. --- , From the residence and attics by not less than 1/2-inch (:L27mm) gypsum board apto the ied GREAT ROOM O" FL 3BLfi - Garage bel ath rooms shalpibe sepa atedrage fromsall VAULTED CLG, 2? WALL ^ G ; - - habitable rooms above by not less than 5/8 inch ' 1 _ (15.9mm) type X gypsum board or equivalent. Where 7777777777773 2668 2668 ; �/ the separation is a floor -ceiling assembly, the iv �, _ structure supporting the separation shall also Y Ln O protected by not less than 1/2 Inch (12.7mm) O D PROVIDE PLATFORM •, HEN `n N gypsum board or equivalent. 4. R312.2.1 Window sills In dwellln units where e �II�'IjSy VAULTED CLG. th I FOR Alfl HANDLER - , C g ti 1 VERIFY SIZE W/ LP 2%8" 11'-10" . - _ top of the sill of an operable window opening is located N MANUP, i» less than 24 inches above. the finished floor and greater 2'-0" 3'-6" 3'-6" I 1 3'4" 2`-10" R RANGE/HOOD ' than 72 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 t3 listed methods]. ° N -------- -- ------- --- 5. R308.4.2 All windows within 2'-0" of doors and In shower of tub areas will be safety tempered glass. N M. BATH p,G,4 o iv 5 SH VAULT CLG 5HWR A/C iv" Y O o e , 6. I for 0 Ceiling r exterior entries and covered porches to g U) w ' z � have 7/16". span rated OSB nailed per zone on '-10" 3'403/" 3 71/n" 2608 roof diagram nailing schedule or 5/8" CDX 1X T&G acceptable for substitution. 00 LO (:W) oo N 7. EC: R4022.4 Access doors from conditioned spaces to 1° N Z ; N ' o unconditioned spaces (e.g., attics and craw[ spaces) N ; LAU o: B ED R00 M 2 shall be weatherstripped and insulated to a level W. I.C" , 8' CLG d° w E equivalent to the insulation on the surroundin ; w (P - VAULT CEILING 8' CLG LU W surfaces. g 7-8" ' 6'-2' r 4'-0" 2'-6" 12'-0" w N N GARDEN r - - ' Er - -I, 8 The maximumMII ct lenth allowab a exhaust duct length shall be TUB in o ' ---; I D I11 W II determined by one of the methods specified In sections e-_--__------- ' i 1I.L _ JI M1502.4.5.1through M1502.4.5.3 R/ SH 9. Callings for exterior entries and covered porches to be m 3'-6, attached to all framing members with 2x blocking 7/16" OSB on underside of roof trusses shall be W H NOTE: BUILDER TO PROVIDE VTR MAX. HANSON BOX provided at perimeter. The OSB shall be attached w/ 8d REQUIRED BY MUNICIPALITY. APPLIANCE PROTECTION IF. LGT. 35'-0" @ 36" AFF o 266 2X8 WALL., nails at 6" D.C. field and 4" O.C. at edges or 7d screw are o o N shank 3" O.C. field and 4" edges. Vinyl ceiling to be SEE SHE 4 FOR DETAILS................ - - - - - N =. ® o attaches to OSB per manufacturer speclficatlons ' PULL DN.STAIRS ' i LOCATE IN FIELD i R - 22 1/2 x 54" o In .____.__---____. ` 07 BATH 2 *" N VAULTED CLG z in 2 CAR GARAGE FOYER •ZN� (0 N ___-R/SH--- ------ v REVIEWED FOF( -0 8' CEILING 10'" CLG. CODE COMPL-IANO 666 4066 ST. LUCIE COUNly BOCC fstiOI.N -0„ 2.-0„ T-4„ Mso ------------------------------" -. , , j 3068 TYP. i EG SS TRAN . ABV. 0 BEDROOM 3 PER E EVATION ~ 8'-0" CEILING H4 e HOSE ' ' 4'+ BIBS ' TYPICAL. AT MS12 9 N1 ALL BAY S,2 O o WINDOWS NE TRY 56E BAY WINDOW DETAIL ON THIS PAGE 1 OVERHEAD O O 0 �O`r0 EGRESS ryph� iv 3050 2'-0" 16'-0" 2'-0" 2'-0" 2'-0" 5'4" 2'-0" 2,-0„ 20'-0" 4'-8" 13'-4" AREA CALCULATIONS FLOORPLAN TOTAL LIVING (AC) 1512 S.F. ELEVATION "Apo & HB," GARAGE 390S.F. SCALE: 1/4" = 1'-0" COVERED ENTRY 28 S.F. COVERED PATIO/LANAI 87 S.F. TOTAL AREA UNDER ROOF 2017 S.F. ITOR `�4�Q�GENSF'•.Fs�i��' .7 64 0irj ND cc cc 0"• pViE OF i(,M rCt IfI1111I1t11 � i 7 c- gg a R cDvo to 00 (D LW gm - F � In 03 00 a s 'm VFi rim 0 Ned : Ed IZ! C4i w w a Wig �b Q �cd z .qqm�5 w fN y 22 q - `8 ���n � Y O g � g Q ion it i2 WwW.FOSLNG.COM ❑ ❑ ❑ z z_ g Z N O Z Q Y m d Z xy m t/I � N V -M (A w c L/I F 10 V _ Do � A, o o a < C; b% 4 m AWA\DAMS HONIIES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: O Z _ LfH WNCTI `J I N n 04 U) m a � 0 J Lu = J m Cn (n T Model Name / Number: 1512 C Plan Issue Date; Friday, January 15, 2021 KA PROJECT NUMBER: 21-0160 Sheet: A I of, FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH" IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO, OPTION. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. I8. I OPTIONAL CURB FOR F.F.F F VARIES LAPPED MIN. 6" AND SEALED. GRADE MASONRY @ ELEV. 0'-0" ; ,"'; - — - " — ° 2 4" 2gg000 PSI OONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS W/ (1) - #5 BAR CONT. "- °�. ' OF FIBER PER CUBIC YARD FlBERMESH/RBERMUCRDDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-294 FIBERMESH OR NER-414 FOR FlBERMIX, OVER 8 MIL VISQUEEN VAPOR FOR BARRIER& TREATED FOR TERMITES. rPLAN N2 STORY20" X 20" 3 0 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO REINF. N W/ (3)-#5 CONT.BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC SEE PLAN ;;! DOWELS 17" EMBEDMENT W/25" EXT. ABOVE SLAB. ( (2) # 5 REBAR i 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR T0. POURING OR REBAR BEARING 16 RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. FM01 SINGLE STORY FT( 1/2" =1'-0" FM02 SECTION @ GARAGE 1/2" = 1'-0" 6 NO TOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. SEE PLAN F. 8 ALL OTINGS SHALL BE MIN 12' BELOW FINISHED GRADE — - — _F SECI IONS.R403.1.41 THROUGH R403.1.4.2 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 8" (1) #5 REBAR' 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE NITER COMPACTION: CONT. 2000 PSf BEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN FM03 I THICKENED EDGE 1/2" = 1'-0" = 1' O EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. ..,..,k BEARING CAPACITY OF 2000PSF.. CT FOR OR IF GREATER THAN 24 CONTA REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE EYOND F.O.M. EACH END, TYP. FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BI GAR. FIN. FLR. ALJGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE N 7° 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W (3) - #5 CONT. JOINTS 10" O.C. TYP. 16". (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" = 1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN FOR MORE INFORMATION) SEE PLAN -\�k— FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs 1'-0" 2 #5 E.W. SOT.. 2000 F2.0 2'-0" X 2'-0" 11d" 3 05 E.W. SOT. T200 F2.5 2'-e" X 2 -6" 1'-0" 3'#5 E.W. SOT. 11000 F3.0 3'-0' X 3'-0' 1.0" 4 05 E.W.ROT. 15600 F3.5 3 8" X 3'-6" 1-0" 4 05 E.W. SOT. 21500 F4,0 4'-0" X 4'-0" it W 5 #5 E.W. SOT. 2800p F4.5 4 -5" X 4'-S" . 11+I" 5 #5 E,W. SOT- 34500 F5:0 5'-0' X 51-0" V-4" 6 #5 E.W. DOT. 425M F6.0 . 1'-4" 7 #5 E.W. SOT. 6000 ffi T 4" 16" 4" 2415 REBAR FM11 STEP DOWN BRG. 1/2" = 1'-0" FM12 STEP DOWI N BRIG. 1/2" = 1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x4"x 16" o N - TYP. SEC. ELEV. 0'-0" WITH CURB (1) #5 BAR CONT. �k S. L (G.C. VERIFY) ;0 �.' • REINF. io F.F. (SEE PLAN) a 2 #5 CONT. Y INSTALL LINING .� - # 2 #5 BENT BARS W/ w o t * . YF - w w MIN. 25" LAP SPLICE MATERIALS PER � fYJw FBC,R P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN MIN. FM14 SECTION @ RECESS SHOWER 1/2"=1'-0" FM18 TYP" STEP FTG. DETAIL 1/2" 1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE - GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE END. FOR MIN. BAR LAP OF 25° .QUANTITY #5 X 25" X 25" o c :•: CORNER BAR ONE N £ FOR EA. HORIZ, iv .- REBAR, TYP. U.N.O (2) #5 REBAR 18" A/C CHASE 4" PVC SLEEVE 2STORY 2 STORY: 20" X 10" THRU FOOTING - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/z"=ro" FM23 TYP. FND PENETRATION 1/z"=1'-0 STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT.. F.C. SPACING (O.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0' 8" 10, 16" 20" W/ (2) #5 BARS <674# 61.8" >2'-0"-3'4" SO" 10, 20" 24" W/ (3) #5 BARS 674# 5'-0' >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0 5'-4" 16" 16' 48" 48" W/ (5) #5 BARS CONT. 1162# 2'.8" & #5 @ 18"' O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM ( SPACING STATED IN SCHEDULE SEE CHART ASV. -MAX. F.C. $ 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING (O.C.) Q31^ �WALL WHEN STEM WALL EXCEEDS 4'-0' FlBERMESH CAN NOT BE USED AND W,W.M.TO BE TIED TO #5 '�ERT. F,C, ABV. FDN. #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO (1) as Ho�. CONT. TIED TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0' INTO SLAB/ STEM EA. VERTICAL REINF. BAR EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR @ STEM #9 CONSTRUCTION FOR MORE INFORMATION WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0" " " FILLING IS TAKING PLACE Il) #5 HORIZ: CONT. TIED TO 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" EA. VERTICAL REINF. B FIN GRADE-8" MIN. + " �� v "�c. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TO TOP OF 6, h * TALL (TYPICAL ALL CORNERS) STRIP FrG. -;� _' , .c 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS COMPACTED CLEAN FILL " , �' v 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. IN MAX 12" LIFTS S. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FIG. W/ QTY OF 'MIN. COVER d / "SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF. PER SCHEDULE U/b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN �I�"" SECTIONS R403.1.4.1 THROUGH R403.1.4.2 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEW IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE Nrs LEGEND Q -INDICATES SINGLE -STORY FOOTING INDICATES. TWO-STORY FOOTING - INDICATES PAD FOOTING CLEAN ( PLUMBING RISER TO SANITARY SEWER I JB A/C COMP & PAD 4" CONC. SLAB W/ 8" X 8" THWN EDGE a `u Ili= =�Il j FMO3 3 wm � m FMO1 tm 3 ■ ■ ■ ■ , I ' I I FM11 w FM11 ti I 3 3 , I 1 STEP DOWN 4" ' 1 ■ � ' � I I 1 1 1 ■ I I 1 I I 1 1 I � I 1 I ■ O \ M 1 FM01 3 V. _ _ - 1 ' I i ' PROVIDE CHASE - UNIT FOR HVAC Z PROVIDE ELECTRICAL & PLUMBING SERVICE THRU SLAB @ISLAND (q ■ i i- 1 O�Q` LOCATION (REFER TO FLOOR) ■ EF. or �� FM01 ' "n I0� J1 3X4 , l r' N I__ I I SHWR l F A C II / II `_ L ---- - - - ------ 101 Lc — 1 � `----------' �L a0. 00IN 2N 3' 2" S' 6" 18" 4' 6" 20' 2" ; 'O co ei I I1f: GARDEN 3 Ill) TUB I D I.I).MT IIJL ■. t J� L _ "J _ _.� L N i ___ _ ___ v 101911 2' 10" 310" " 0I'I �t1II''I1'I VTR MAX. VTR LGT. 35'" HANSON BOX 4 ' ■ @ 36" AFF 3IW.H. 8a> • - - �- - r 0 01 -' T+ -."miA1 Ll11'� r•-1 I in L- J Oin �'11 i FM312 1Z_ I 19' 5' 4' 13'4' i , ' ' C.J. SEE NOTE 6 1 --'----------- to I LUC- IE Q ■ ,i'1,, ON�V' ,'II _ •I111 -------- __ CN III1 11II ■ ■___• STEP DOWN 4" 0 0 HOSE I FM309 FId03 _ {0 BIBB •---------------- -------- ------------------------ - FOUNDA110N PLAN ELEVATION "Afl & "B" SCALE: 1/4 1'-0" 8� p ti `r. gs �gg ■ coro ;egg@ O�@ C1m � Ci C'li @s 0�„ y p NnZ 'j W d. 71 g � Q 9" rn yJ 13 r� ? 06 ■r9i�m� ¢ O -aaP ZN a 4 d 10- SES IL $B ■. w g s' ° www.FDsENG.coM ❑ ❑ ❑ z S— o Z N o Q Z N (It M 4•-' � w c 't� 0 w g c V) c LJ = N E ='o-$ C N -N 6 tl6 7dAcs- Q DR FLORIDA CONTRACTORS LICENSE NO. CRC1330146 kNCE 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 INTY DIVISION LOCATION: PORT ST. LUCIE V1 Job Information: 0 E10 Cc LO N ,.I W i2 m N C? ZF- U m (D CL ®JLuZD M C ♦ Model Name / Number: 1612 ♦ Plan Issue Date: Friday, January 15, 2021 VI KA PROJECT NUMBER: 21-0160 Sheet: 3 Of, FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING _& RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,512 x 3 = 4752 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 (5) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. +APP. CIR. = 33,086 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,086 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 23,086) = 9,234 + 100% OF "B" = (10,000) = 20,000 TOTAL WATTAGE = 39,234 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 163 O in USE 2 RED HEADS TO ANCHOR WALL 2,_8„ ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) 24.11ALTERNATIVE PROTECTION BARRIERIN.T.S. U w J w BIBB —__—--_---- NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN ELEVATION "A" & "B" SCALE: 1/4" = 1'-0" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 22.7 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. 1315.1.2 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 BF EQUIPPED WITH A MONITORED BATTERY BACKUP. 12, BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK ON RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH M CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT $4 FOUR-WAY SWITCH V �J $DM DIMMER SWITCH /� FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT IN ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER 0 RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING (� BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFINALAMPSNEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER I MAIN �// DISCONN 200 AN UNDERGROUND SERVICE BY, POWER COMPANY INTERSYSTEM BONDING TERMINATION 200 = 2/0 COPPER OR 4/0 ALUMN. IN T CONDUIT DISCONNECT #14 COPPER TO LIGHTS A TYP ELECTRICAL #12 COPPER TO APPLIAN D C PANEL # 10 COPPER TO WATER H AT # 8 COPPER TO RANGE # 8 TO HVAC `#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. m$g 00 co H S, ac u N 116 eal �yMo$ a a i u3 Ea7, Zs.ara Y O wPl€ 2 m 2� A$q a O $ v r A, � $ Wft.w5ENQ.00 , ❑ ❑ ❑ — o 0 Z < o /1) 6 N Q r V I — Z ri w N m 4� u' c O° w � N C � d J U F — CAA E =0 o V N d c � s Q N oo� I ZA,\DAMS HOMES _I FLORIDA CONTRACTORS UCENSE NO. CRC1330146I 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA.' I PORT ST. LUCIE IVI Job Information: N O 0) c0 L m c C N In i j m ' ° a OJLLJ M o VI Model Name / Number: JL512 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0160 Sheet: 4 Of: ELECTRICAL PLAN FOR BLOCKING & BRACING INFORMATION REFER TO GEO1 ON 1 ; A SHEET "Sri" 'I 'I 1 i i i 12 SEE PLAN FOR ROOF PITCH -MAX.12"OVERHANG 42 SYP BLOCKING 9 EA. GABLE VERTICAL, BLOCKING SHALL FOLLOW II II fl II 11 II '' ROOF PL.Ahi E. 11 11 I I I I I I I r 1 , II II II II II 11 rl !I Ir ,I 11 ll 11. I ,I , 11 I, II 11 11 rl 11 11 ,I 11 I j1. I, II 11 . 111 11 11 II ,I 11 I1 II 11 11 ,1 1 II II ,I II Il 1 II II IT II II II II ,I II I, 11 II I II II 11 11 II 11 11 11 11 II 11 11 I 11 II II A L- — - — - — - — — - — - — - — - — - — - — - — - — - T.0.8. HD. HGT. 0 LITE TEXTURED DECORATIVE to i0 CEMENTITIOUS COATING lA3 SH m RAISED SMOOTH m TEXTURED BANDS RETURN 2'-0 SEE FRONT ELEV. — - — - — - —FIN. FLR.- - — - — - — - — - — - — - FOR SIZE &STYLE — _ 050 5H FIN. FLR. LEFT ELEVATION SCALE: 1/4"-1'-0" SECTION A -A `I I ����a!•���S�g�r•I aggs NAILS 9 7" D.G. 110 4 GE23.1 GABLE END OVERHANG 1/2"=1'-0" 48" OFF RIDGE VENT 11/2- STOP STUCCO BANDFOR SEE ELEVATION FOR SIZE /FIXED FIN WINDOW N / PER PLAN F w J 1 X 2 NAILER FOR WINDOW m INSTALL -AROUND FULL PERIMETER GABLE SHEATHING WITH APROVED HOUSE WRAP (SEE ELEVATION FOR GABLE SIDING) GABLE END WINDOW DETAIL SCALE: N.T.S. VENTILATION CALCULATION Formula = SF 1300 / 2 * 144 = not sa Inches of venting needed equally for Intake and exhaust Soft product provides 4.12 net sq to / sf Ridge vent provides 18.00 net sq in / V Off ridge vent provides 138.00 net sq in / of Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2017 s.f. Total needed for exhaust for upper 1/3 484 net sq inches Total needed for intake (soffit area, lower) 484 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F, of Ridge Vent needed (ran be used in combo with ORV) 27 Lineal Feet of Soffit needed to meet required 88 meal S.F. provided by plan 1 144 L J� H io a g6„ m .� BRACKET DIET. SCALE: 1"= 1'-0" —PROVIDE HOLE IN VENT 48" OFF RIDGE VENT \\ 48" OFF RIDGE VENT 48. OFF RIDGE SHEATHINGTO INSTALL BLOCKING, � INSTALL W/ (4) 12' NAILS ®. EA. VERTICAL -2x4 WALL W/ STRUCT. SHEATHING 7/16" MIN. THK.- NAIL w/Sd COM. @ 3" O.C. EDGES & 6" O.C. FIELD EXTENDED TO TOP CHORD 12 I. \-2x FASCIA BEYOND g ' —GABLE TRUSS T.O.M. _ -2x4#2SYP BLOCKING ED.HGT. —_—_— - — - — - — - —_—_—_—_— ® EA. GABLE VERTICAL, --- ----------- - — BLOCKING SHALL FOLLOW ROOF PLANE. -coo LITE TEXTURED DECORATIVE RNS D SMOOTH CEMENTITIOUS COATING LITE TEXTURED BANDS RETURN 2'-0" SEE FRONT ELEV. T.O.B.- a HD. HJK — _- ,-- i0 35 SH 3050 SH. 3050 SH DBL 25 SH FIN. FLR.—_—_—_—_—_ _- 2868 DOOR LITE TEXTURED C CORATIVE — CEMENTITIOUS C ATING REAR ELEVATION SCALE: 1/4" =1'-0" -. � e _ _ -_ _. FOR SIZE & STYLE 25 SH 2-"' > I T.O.M. a in r 16" X 30" DECO VENT TYP. Ell �Y FALSE DECO. SHUTTERS N SEE DET. THIS SHEET KEYSTONE 15070 OVERHEAD 511 4" FRIEZE S" W TRIM 3068 DOOR W/ 3014 TRANS. ABOVE RIGHT ELEVATION SCALE: 1/4"=1'-0" 6" 1, 2'-0" BRACKET DET, SCALE: 1"= 1'-0" 12 Z_�& 4" FRIEZE—' "G, AT ENTRY BOT OF ENTRY " A.F.F T.O.M. — HD_HGT., is q to 2050 SH 3050 SH 2O50 SH FRONT ELEVATION "Alt SCALE: 1/4" = V-C" 10" FILE k.- v 0 wg$ 0 00 W e a � m Rp iF M 0 '6 ri' li QmM Osyw�z' w s ig LLI Y 3A Z21 ; 0 ;Y O Z�m d ¢ pd b 'm� YMM1V.IOSENG:COM 0 Ln Z p n Z 8 }W{ N Q � o_ Z n rn y� o � I u p w� ttnn = _ , Umr;�;{ � C4 —I'I Q Noe�p Q� &DPAS HOMES 'LORIDA CONTRACTORS DCENSE NO.CRC1330146 3000 OULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: W 0 I— Z ci rn W Ncc M N qJ N n (V Tn N L O JM Li W M a J U) W In Dl FT —Model Name / Number: 1512 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0160 Sheet: 5 Of: ELEVATIONS -A y SEE DE G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN I 7/16- OSO SEE "HIP/F BLOCKING" * * ALTERNATE SPAN RATED 32/1.6 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING ECTIONS T803 20'-0" MAX 20'-0" MAX IS NOT REQUIRED AT HIP W EQ. 4 V Q Z. a V 9 V EQ. _ "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING o 2 X BOTTOM 4 MIN, SEE CHORD DETAIL TBO4­ - (VIDE -0 COMPLY ,'OMENDATIONS IATING OF IDGE DETAIL - - - - - - Q CONNECTOR SCHEDULE FOR; ADAMS HOMES 1512 ELEV A BASE TRUSSACTUAL CONNECTORID CONNECTOR UPLIFTOESIGN FASTENERS TRUSS ID BEARING POINT UPLIFT: R411NG 01V-05V, D7V, EI7VP, HJ7V It/R -350#orless HETA16/. PER TRUSS MFG. 1810# (9) 10d 1-1/2" Z02, 203 '1/R -200#orless H10A/PER TRUSS MFG 1040# -(18)30dx 1-1/2".. Z01 - L/R -204#orless (2N2.5A/PER TRUSS MFG 1200# (20)Ed (9)10dx 1-1/2'. PDL PD9,Al2. L/R -906#orless HUA16/HETA36 1810#/1830# (9)10dx 1-1/2". (9) 10d x 1-1/2" L/M/R -740#orless HETAI6/H1DA/HETA16 1810#/1040#/1810# (18)10d x 1-1/2 y (9) 10d xi-i/2 (9) 10d x 1-1/2 18104/1040#/1040#/ (18)lOdxl-1/2 ;A13 L/M/M/R -fi56#orless HETA36/H10A/H10A/HETA36 1810# (18)10d x 1-1/2 (9) SOd x 1-1/2 (10) wd x i-i/z (2)HETA16/(21 HTS20/(2)HTS20/ 2365#/2620#/2620#/ (48)10d.X 11/2 r"AID L/M/M/R -3936#orless (2)HETA16 2365# (48)10d X 11/2 (10)10d x 1-1/2 TRUSS MANUFACTURER PFS DATE DF LAYOUT:_ L-LEFT,R RIGHT&M MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS All MMNElTr1Ri ARE SIMPSON PRODUCTS : BOTTOM CHORD GABLE END BRACING®� LOP CHORD 2X4#2 SYP 4'C" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 21 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND FISH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT < 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA I VALUE DENOTES PRESSURE [4:121412:121 (SO FEET) (-) VALUE DENOTES SUCTION a=4ft' AREA ROOF 1 2e 2n 2r 3 3e 3r „B 1- k �T�'�r HIP -37.02 -51.06 -51.06 51.06 10 GABLE -37.00 -37.00 58.99 -56.99 "58.98 -76.03 ROOFIAD INQ SCHppl U E7 NAILING ONES (SHINGLE AND TILE). r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O,C IN FIELD ZONE 2e, 2n, 2c ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD 89 r ZONE 3, 3e, 3D ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING- 10 1D SHINGLE: 1132" EXP. 1 (4220) . r TILE; �32" EXP. 1 (412o) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 a&" x 0:113') NAILS r r ]6 " FASTENED 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 3? ,SHEATHING SHALL BE FAS '�'� a ] 7I WITH ASTM F1667 RSRS-0310d (21h" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .12(") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 42 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:121-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING ATALL EDGES. AMINIMUM 1e" SPACE IS RECOMMENDED BETWEEN PANELSAT EDGES AND END JONTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1e°. 0. NAIL AT BASE 2 ROWS Lo 4" O.C. w/ Ed COMMON NAIL. ONAIL AT TOP PLATE TWO ROWS @4"O.C. w/8d COMMON NAIL. © NAIL OPENING PERIMETER Owl (2) ROWSg4' O.C. W 8d COMMON NAIL O NAIL INTERIOR AT B-O.C. w/Bd COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL 0 4. O.C. w/8d COMMON NAIL. O PLYWOOD SPLICES 01 HEADER - NAIL SHEATHING TO HEADER W ad COMMON NAILS @ 4" O.C. (2) ROWS @ TOP B SOTT. © (2)Bd NAILS 070C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF. GASLEEND. E PROVIDE BLOCKING I it II AS REOLHIR O PER I 11 II FULL HEIGHT SHEET - - ©.FLOOR SYSTEM NOTE; ad NAILS FOR WALL SHEATHING MUST BE MIN.131"X 21/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ie' (2H 2KTOP PLATE BEYOND ISM-088 EXPOSURE SHEATHING LLw2N In�$� N 0 Gq LL LL ALL SHEATHING PLAN P.T. BASE PLATE BEYOND SEE A PLAN Zx RIBBONOR BLOCKING II N III III OI -1.L T - T II II II 11 I 11 II II II I I1 11 II IIII i �II II '�I 11 i IIII II II ii I �i ii D ii 1 i SOUD2x BLOCKING In YI LL, A SHEATHINGEDGER (SEE SECTION X-X) p� 00 w F C III IN 111 OPENING C 1 ii iI 1 JL___ II II 11 _ X_I_ 11 11 -JI___11 z W a. _ II 111 III x I I I I I H IH NI II nl n u u K 111 II Ii II I sruDSBEYonD. w u9 --Tr•----w- UI IIII IIII IIII Hit lilt III 11 1 11 1 II 11 IIII I I u I 11 11 1 I I II 1111 I I 11 1 I 11 It IIII II II II III II 11 II ' 111 11 it II II 11 I I 111 11 11 11 I 11 11 II I SEE PLAN Z� wo $ � IIII NI I I 11 I I I I II IHI J1. 1 I11 11 II II I ii H II. I Jl L LL - BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM SPACING 314" 41 SINGLE NAIL EDGE SPACING 177 DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 442 SPF TURNED VERTICAL W/7116" FLITCH PLATE TO Al M 12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS Bd NAILS 0 3" O.C. SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. 3811-OR NOIFS SIMPSON - CONNECTOR SCHEDULE LISP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF BYP CONNECTOR 8 FASTENERS SPF I BYP FRAME TO HUA16 W (9)10d x 112 OR 1810 HI11(10)10d x 1 I W OR 1565 1870 MASONRY HErA20w/(9)10dxi 10 NTA20WH0)10dxl 10 O FRAME TO H2.5A W(10)3d NAILS 535 1465 RT7Aw/(10)3d NAK5 616 586 FRAME FRAME TO H10Awl(18110dx1117 ISIS ADO RT16A w/(MlOdx 1112' e&5 low © FRAME HI0A-2W(18)1Odx1 lrZAT2PLYTRUSSES 930 JIM RT8-2w/(18)l0dx i 1WAT2 PLYTRUSSES 936 1080 FRAMETO MTS12vAl4)IOdxl V2"(ATEXTERIOR 880 090 MTW12W/(14)I0dxl 1l (ATEXTERIOR 10W 1195 O FRAME LOCATION INCLUDE (3) 12d TOENAILS) LOCATION INCLUDE (3) 12d TOENAILS) MGTw/(22)10d NAILSAND5/8'AT.RwilZ' 3990 9168 MUGTI6W(28)10d NAILS AND SRI- AT.R.W 3330 4495 OFRAMETO MASONRY EMBEDMENTW/SIMPSON"SET'EPDXY iT EMBEOMENTW 3IMPSON'SET"EPDXY FRAME TO HTS20W(24)IOdx/12(ATEXTERK)R 1125 1310 HTMKwI(24)1Dd.IIW(ATE)LTERIOR 1295 1530 O FRAME LOCATION INCLUDE(3)12d TOENAILS LOCATION INCLUDE(3)12d TOENAILS FRAME 2250 2620 TIERPOR LOCATION 2570 3080 FRAMED LOCATION INCLUDE(e)1"2d TOENAILS INCeLUDE(6)12d TOENAILS(EAI.. MGT-2W(16)l0d NAILSAND(2)518" A.T.R HUGI(16)10d NAILS AND (2) 5W AT.R O FRAMETO w/1T EMBEDMENT W/SIMPSON SEP IOWO w/1TEMSECMENTWSIMPSON"SET' 7020 9790 MASONRY EPDXY (HGT-3 FOR 3-PLYI EPDXY (HULRT3 FOR SPLY) FRAMETO FGTR w/ IT 8) 1M" x 3' BOB WOOD SCREWS 3400 4726 RFUSW(12)WS3W000SCIFl SANP 7100 OH MASONRY AND (2)112"x 5" TTAN HD ANCHOR BOLTS (4)3/4-x6"WEDGE-BOLT LGT2 W(16) 16d 81NKERS O41) Jt FRAMETO &M IM'x 2-1/4'TPPEN2 1750 2030 MASONRY SEE NOTE #6 BELOW) FRAMETO (2) LGT2 W(32) 16d SINKERS 8(14) SDI 1/4-x 21M" TITEN(2 PLY TRUSS) 40e0-M (2)LUGT2 w/(32) 16tl SINKERS a 10) I W x 3" WEDGE43OLT(2 PLY TRUSS) 3100-M SPOON J2 MASONRY/ U40.F 3770F 3800-F 4620-F FRAME OR (28) l6d SINKERS FOR FRAME (EA) OR (32)16d SINKERS FOR FRAME (EA) FRAME TO (2)LGT3 w/(24)1/4•x3'SDS SCREWS (2) LUGl(24) 1/4' x21/2' WS25 O MASONRY/ &(8) 31W x 5' TITEN(2 PLY TRUSS) 5010-F 0160-F SCREWS&(4)N8-xYWB(2RVTRUSS) 648� 771� FRAME OR (62) i6d SINKERS FOR FRAME (EN OR (56) l6d SINKERS FOR FRAME (EA) BEAM TO HU410 OFT HUG41OW(18) 160&(10) 10d G*2680 HOW 001 HD4101F W(20) 10d&(10) 10d G#3060 BEAM .NAILS 4YH895 MAILS U#1950 BEAMTO HU410 OPT HUC4/0 W(13)T1TEN G04500 HD410 OPT HD4101F W(20) lw x 3" GAS355 © MASONRY 1/4'x23W&(10) 10d NAILS U41800 WEDGE -BOLT B(10) 10d NAILS LIMB TO HUM OPT HU046w1(8)10d NAILS 8 W540 G#3D00 HD40 OPT HU68 w/ (6)10d NAILS & G#1625 Gp2015 ©BEAM MASONRY/ (12)lWx23APTITEN(TOMAS) U09S0 LW1135 (12)1N"x23/4"TAPC0NS(TOMAS) U#1030 UNSW FRAME OR (12)16d & (6) l0d (FOR FRAME) SYP-F SYP•M OR(12) 16d & (6)101 (FOR FRAME) 8YF-F SYP-M (2) HETA16 OFT (2) HUA20 (2) WA10 OPT (2) W020O 1970 OFRAME TO i-PLYW/(10)lOd X111 OR 23M 2365 Y385 23" 1-PLYw/(10)lOcx11/2"OR 2490 MASONRY 2-0LY W 112)1Od 2-PLY w/(12)16d HTSMI 6 W(III Od NAILS AMC) (4) IN2IW 955 1110 HTWMtIiw/(B)tOd NAILSAND(4 AISIL13W 1145 1225 TAPCONS WEDGE• 01.7 O FRAME 70 OR OR MASONRY HTSM20 w1(1D)10d NAILS AND (4) 1/4"x2114" 955 1110 HTWM20 W(10110d NAILS AND (4) 11 1314" 1145 1225 TAPCONS WEOGEBOLT ©FRAME TO H10S wl(6) 8d A 112'NAILS AND (2) 3/8'x4' 780 91a MASONRY TITAN HO DTT�Z W(8) 1/4"0 112" SOS WOW DTB•TZ WI (8) IW Xi 11F W515 WOOD O O FRAME TO FRAMERY SCREWS AND (1) 1Q'E AT.R. EPDXIED w/ 1835 2145 SCREWS AND (1) 1/2"S AT.R EPDXIEDW 1510 Ism SIMPSON'SET"(SEE NOTE M) SIMPSON "SET" SEE NOTE 04) HTTS W(2016d x21 W NAILS AND SAP 8 1 TT T45 It(26) 18d x21/T NAILS AND (1) O FRAME TO A.T.R. EPDXIED w/SIMPSON "SEA" 4375 woo 318.9 A.T.& EPDXIED wl SIMPSON "SET' WO5 MASONRY (SEE NOTE04 BELOW) (SEE NOTE04 BELOW) TO W(18) 1 Ed x2 I Ir NAILS AND (1) SW 8 HTT45 W(18) 1&1 x21/2' NAILS AND (1) O. FRAMETO A.T.R. EPDXIED .1 SIMPSON'8ET' 3840 A.T.R. 42M 818"B A.T.R. EPDXIEDWSIMPSON"SET" - 4180 MASONRY (SEE NOTE#4 BELOM (SEE NOTE#4 BELOW) FRA ME AME TO H105 w/(24) 10d xi VT MUS 785 910 LUGT1 w/(23) Old x111T NAILS, 876 1046 FRAME O FRAMETO HM9KTW(4)1/4"x1109DS WOW 760r4565 RT16M W(9) 10dx i 1/2'NAILS& 1385 1395 MASONRY SCREWS&15) 1M'1G 1/4' TAP 8 (4)1M"x13�4'TAPCONS FRAMETO VCTW(16) 114W SDS WOOD SCREWS& 'SET' O MASONRY (1)518"9 A.T.R. EPDXIED w/SIMPSON 3555 w/12' MIN. EMBEDMENT FRAMETO 12) VGT W (32) 19W SDS WOOD SCREWS O MASONRY & (2161WO A.T.R. EPDXIED W SIMPSON 6170 'SET-w/ 12' MIN. EMBEDMENT O FRAMETO VGT W OIR 114"1C1° SDS WOOD SCREWS & HDU441D325 W (t0I 1M' Me BIDS WOOD 3285 MUGTi6 W (21J 1N NAILS HTT46 W 11H) - 4180 FRAME SCREWS B(1)5/8.8 A.T.R. 10d NAILS&(1)5/8"B A.T.R. OY FRAMETO (2) HTT6 W (62) i6d"x2 11T NAILS 8 4375 6090 (2) HTT46 W OR ISM 12' NAILS - �� FRAME (1)%'SAT.R. (SEE NOTE #4) &(1) 5B"B A.T.R. (SEE NOTE#4) %FNFG41 IM1NNFf.Tr]O 1,1II151ll 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOW WALLS A§LAMS w/(2) 12d TOENAILS. 2 ALLTRUSSTOTRUSSCONNECTIONSAREPROMDEDBYTRUSSMANUEACTURERU.N.00NPLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP III Tx4"TO TR4%VERTICAL WEB wlJ2) ROWS OF 10d NAILS 1113.O.C. STAGGERED. 6 12' MIN, A.T.R. EMBEDMENT IE CMU BOND BEAM U.N.O. 8. SCAB TRUSS CHORD ./4`0.2[SYP #2(MATCH CHORD LUMBER SIZE)N!(2)ROWS iOd®4"FROM END 84.O.0 STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCHASPOSSIBLE. O MINIMALCONNECTOR LINO COO FRAMING PLAN 1. CONNECTION FOR ALL ROOF I FLOOR TRUSSES 70 MASONRYWALLS( LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24'OR 32'O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLELTO MASONRY WALLS SEE DETAIL FB12169.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRYWALLS(r�F WALLSILIMELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3T O.0 MA%. w/(2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT WRJI OF APPLICABLE) LAYOUT S CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALVBF"AMS W(2) 12d TONAILS O MINIMAL CONNECTOR UNO ON FRAMING PLAN ,,/ CONNECTIONFOR LACK TRUSS TO WOOD WALL OR BEAM lCl MINIMAL CONNECTOR UNO ON FRAMING PLAN CC) ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEEARCH.) SHEATHING - SEE [RSH1 SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 7-0" 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) SOd TOENAILS EACH END, THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN B" 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.0�},� RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVI4-T.ECRit�W „W D Fes` TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY AN ill CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT& ® PLIAivI' THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISM�®uN'c IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRV IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. an -rr FOR TRUSS BRACING AND ADDITBONAIL ROOF INFORMATION SEE SHEE.I' S-41' G.M.U. OR ICF WALL SEE TYR. WALL SECTION 2x4 P.T. FASTEN TO C.M.U.w/ 11/2" LONG T-NAILS ® T-O" O.C. SECUREJCHANNEL 0 12" O.C. a \ k�-MEL DRIP EDGE + \III\A4-._S 2 x U&FASCIA o 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" L/ , e`t\t\Bill, MMOlt % J%QA 0. -JK F C LOP.•��C 'DoiSiSIO�,�t°� Jylr9YYliltlt\ V � g III to 1- 00 DO g 4k 4k o N $ F1i li W °m Bi Wymvn W a 0 � a �BmE' Q2 LL� a w Z m S �m� ~ R6 YI�gW GO 0 5 D Q §. S_ W r 'S o WWW.FDSEAGCOM 0 ❑ O z o Z tN AD Z Q z I J On a to- Z N i (fe C M V YJ LOUFo :° j IV am 0- QN E i t OJ 0 0 Oil,10. O ��Qx Q N o m �1W FLORIDA CONMCTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 0 I Job Information: L 1�..eV� 1 ZQ> LO W (0 J2 N d (�!) z N LO F- `S< ; �- O J w J M I A.m, Z) , v^, LO M LO o LL Model Name / Number: 1512 VI Plan Issue Date: Friday, January15, 2021 VI KA PROJECT NUMBER: 21-0160 Sheet: 6 Of: ROOF PLAN A TYP. TIE BEAM W/3000 P.S.I, CONC. W/1 #5 REBAR OONT. Sill MPSON SP4 W/(6) - 1GD X 11/2 SPB OR SPS FOR WAND 2x8 WALLS P ' - _9 4 DOUBLE 2x TOP PLATE. S' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. RULED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL S' 8" C.M.U. S' 2'x #2 SYP/SPF P.T. W/ (3) 1/2' X 8" -I- BOLTS OR (2)1/2• XW EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR S (8) 2 7/8' HILTI TIX-0NI NAILS US BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO N.TS. nv /.f.alal Cl�Tlllxl 11C7A11 2W MIN. LAP #5 REINF. BAR q #3 OR#4REINFORCING 1J BAR #o A 44 1 AP SPLICE • 5' MIN. LAP 10055 #SBAR #S STD. 90° HOOK - #5 I AP RPI ICE SCALE'1"-1'-O' F 36" MIN LAP #6 REINFORCING BAR " GRADE 40 U.N.O. AS LAP SPLICE MSO5 I REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 2a%- 12" O.C. 1 2 x 6 1/4" X 2%- 12" O.C. 2 2 x B 1/4" X 21A" t2- O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, r PRECAST m :LINT61 w r P.T. SUCKS w/ ; 1/2" O.S.B. r BETWEEN i ' i FASTEN PT NAILER TO MASONRY i IF DOUBLE 2X NAILER IS USED, USE 114-X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED LINTEL BEAM:� 1 COURSE UNTEL BLOCK W/ 1 # 5 & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGME T ALL SHEARWALL SEGMENTS CCELL EACH END WITHOUT rNOBAR AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 goLOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO ti SLAB 1 MS021 TYPICAL SHEAR WALL SECTION PRECAST "U" UNTEL(S) FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM SIZE & REINFORCEMENT & LOCATIONS FOR REQ'D. CONT. LINTEL OVER MULTIPLE ADJACENT WINDOWS) HURRICANE ANCHORS N T S- TYPICAL SEE PLAN -� HOOK LINTEL REINFORCING INTO SIDE VERTICALS PROVIDE STD, 90' HOOK W/ MIN. 25" LAP SPLICE ON EA. END PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR WHEN TOTAL OPENING IS 6'.O" OR LARGER — MS11 I 2x BUCK DETAIL ■ N.T.5. —INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING WHEN TOTAL OPENING GROUT TO BE WIDTH IS 8'•W' DR LARGER FLUSH WITH PROVIDE SCREEN WHEN TOP OF WALL 70^ BLOCK BELOW IS NOT 191 HOO REQUIRED TO BE FILLED. ('TYP, STANDARD 90 DEGREE HOOK ,.'�•. ' Zw TYP. BOND BEAM •.,; .;..:.� .^t .. �;' j� 8"xa"x16"K.O. LINTEL BLOCK ,r' z coo FILL W/3000 psi CONIC. W/ (1) #5 DIA. REBAR • PROWDE 3"x3" HOLE ' IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF. ' + STD. 90 DEGREE THROUGH AS REQ'D. ANGLE 3000 psi CONIC- w/ (1) #5 .... : _ REBAR BOTH SIDES .` •' . REBAR BOTH SIDES .. .. DIA. REBAR 1810 SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION MS01 I BLOCK WALL REINFORCEMENT N.T.S. O O O INDICATES FILLED CELL FROM FTG. TO BEAM W/ (1) #5 BAR 8"xS"x16" CMU U.N.O, TYP. DOWEL 25" MIN LAP (AC1530) LINTEL PLAN ELEVATION "All & 11B. SCALE: 1/4" = 1'-0" O 2 GENERAL NOTES 1. AREAS OFBLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED. SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O.. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS.. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F=RLLED VAIN BROUT/U=UN9UFD REBAP AT TOP MIN. (1JR Q'D R=REWSWO JA .OF#6CLEAR EBAR®BOTTMFLINtF1 CAM °r•: ° FO 12 TOP KNOCK OUT LINTEL BLOCK CWRSE -113/1T tF1 11 GRDUT wIDTH QUANTITY OF DTH #5 REBAR AT.BOTTOM J #5 RBSM AT OF NOMINAL TOP o DNTB. CAVITY HEIGHT —-BOTTOM REINFORCING 7b 'ACTUAL PRWDED IN UNTE, (VARIES) TYPE DESIGNATION 8'NOMINAL WIDTH GFNFRAI CONCRFTFIINTFI MATFRIp15 GENPRAI INCTAI I AINAN NYITFC 1. to precast llmels=3600 psi. L Pnwloe NI MbttW NW and bad lolmd 1 fe prestressed totals -8000 psi. 2. shore fllMd#"we se tequired. 3. grouted per AM M76 I'g=3"lost w/ 3. hetedidw oflimel must damplywNUle a"taotural and/or struobaei dtewilgs. 4. medmun 3/8" aggregme and 8" to It' slump. 4, U-Umals ere PoarxAacWrW w b 51/2" larg rmtoms at Me etam s to aommodate 6. Cmaete masonry wfts(CMU) per ASTM ma w/ yer6cal call relrroroing and gmuUmU minimum netere-oofpb-dws strength=2000 ps1. 5. All RMeb11"are,,bdL/680 wd.1 aafledlon, except llros 17W and 8. Reber per AM AVE Or-N 60. longer wim a Nominal Mkt of W meat or excsW L/180. Presiresstmg eaand per ASTM A416 grade 8. Bottom field Added rebeito ba baaw at the bottom of bite lintel cevty. 7. 2701ow relaxaNn. 7. 7/32• dlemaba wire stirrups are madW to tN bumom steel M mechanical amhorage. 7/32 wire per AM A6tO. B. Cast lnplace gomade me, be p Iddl it composite lintel In lieu of cacMe s. w" per AMC27D type M m S. masonry unity, 9. Safe IOW radnge baaetl an m0omal deaign analysis per AC1318 aW AC 580 10: Gallo PrWubL Approve] No. 15&1 11. TN extadpr sUNaoe or]Hal$ Inch W h e d, Cannata menomy welts aNl he:e e meting of alua° applied in acco Bence w AM C 926 or other apaowsd ocaPorg. 12. Llntals lobbied dmuNanaeuely NM verltcal (0avlh end upOR) eW horhantal (Ntaml) ]Deals Maud Ob chachW fa canNro bWingwhh the idlowtal aquetlpr: wre,1 ved..1 csd { AppliW trorlamt& batl < LO Seta.i dIdal Sofa hulmnlel IaW - O O O 07 8RFBOB/1T 8F80B/ST '•'^ O O.O O - BRF141B/1T SP16-18/1'r '0• © O O: 8F208B/10T , O. ,^ O O O 8RF22-1B/IT 8F2410/1T O.Q O © a) 4 E2816/IT 'a•F O O O SF321B/1T BF12-1B/1 REVIEWED FOR CODE COMPLIANC` ST. LUCIE COUNT){ BOCC -FORM & GROUT SOLID n� \- U BAR CONT, RM85 12" LINTEL DETAIL 3/4" = 1'-0- ♦♦`diTiIlE 11t0/TAA/ ♦��♦♦pt''`'O `rORRF �� ENSE = %AD : 0 U ' OF C Cp a'`3A9lDfi illSi♦`♦ -AS 9 ea BI $ ei 1- 0000 00 Ak Rk 4k h n � add Ww°m$6 a a y .0 Q �. LL ISJ r/1 to 3: F n� � 0 ". +��ztg €'FIDEI- 9mxWtR�OrS K � � .9,�$E F a m Q ��yy a. 0,Zc 1Q-� in BE, J U J N S m. goo r SVMN.F03ENG.COM ❑ ❑ ❑ Z pi Z N O a r — en Z grxa /ul m kjutj — w g in Of 1- V — c°7v E tw-- L O mom, at cm m I ld mq 1��► \DAMS HOMES FLORIDA CONTRACTORS LICENSE NO, CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I..I.w O Z N Ln C In D `� WID Y) m fl-ai N N LID ti M > 01 LQ O _j LLI Z) Oi O J M W V) LO LL ® Model Name / Number: 1512 Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0160 Sheet: s I Of: LINTEL PLAN 0 2x6 #2 SYP P.T. W/ (2)'/d'x5" WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o SECTIONAL @ OVERHEAD DOOR CONT. P.T. #2 0 p41T I I it, WOOD SYP 2" X 6" c �` RCS ,'���i a TRIM o POGO• •: c7. •vy 8 A , i� ti a f 10 2"x6" P.T. WOOD JAMB * N DOOR AND CONNECTION PER 7 GARAGE SLAB GARAGE DOOR MANUFACTURER �� ,, ��✓ ed`'�'. , O TYP. GARAGE DOOR .. as, 101 TRACK MOUNTING DETAIL ; °j+tYf tlil,��` v LL MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.rs. 9—�m6 � F Ss Ili W Nam xJC # ik p faaVq .i CL LL (i O BLOWN -IN R-30 INSULATION PER FBC .I? Q Z =.6 Z o Y AND ENERGY FORM SUBMITTED WITH ' cTtii a 2 BLOWN -IN R-30INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) m� a W °' m m $ m F Z a V r a a FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION 12 FIBERGLASS SHINGLES OR ' ' TILE ROOF ELEVATION) s a ` a= § 8 G o e 0 ti u N o a PROVIDE BAFFLES AT EAVES ' SEE PLAN VENTED ATTICS) SEE PLAN (PER i OVER APPROVED UNDERLAYMENT 2 a S is °' - c� m 2"=�g IB w 5 � (FOR ' PER F6CR 905.1.1 OVER APA 0 WNW.FDSEN(a.CaN ❑ � � ,-. � a ' FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE TRUSSES @ 24' O.C. [RSH] - ON FRAMING SHT. FOR 0 , OVER APPOVED UNDERLAYMENT SHTG &FASTENERS. z � _ o g PER FBCR 905.1.1 OVER APA Z PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE [RSH] • FRAMING SHT. FOR • TRUSS ANCHOR (SEE PLAN) `.. Z N TRUSSES @ 24" O.C. SHTG & FASTENERS. SEE PLAN FOR = — 'W.— J N ' ANCHOR (SEE PLAN) TRUSS • BRG. DRYWALL FELT PAPER OR • , " FELT a � ( 1 v j Z ' TO BE INSTALLED ON OUTSIDE ETAL DRIP EDGE TRUSS PLATE ' .- - — - FACE ------- ' ''J 2X SUBFASGA�- 3/4" P.T. NAILER • ' ' • . r,: w •o fO � I 1/2" DRYWALL •� SOFFIT. SEE ARCH. PLANS ^ i ' / �-METAL DRIP EDGE 1/2" DRYWALL � 4 CURTAIN NAILER �// / 8 x 8 x 16 K.O. (' jO W CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 4 P.T. @ WINDOWS �, LINTEL BLOCK 1 x 8 P.T. @ S.G.D. H O.H. W/ (I) #5 DIA. REBAR & a v N �'J TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. PLANS n 300D PSI CONCRETE " SEE ELEV, u_, t ;i,•.. 1/2" DRYWALL PRECAST'U" LINTEL SEE PLAN FOR HEADER SIZE SEE SCHEDULE " U o �0 V Q N p Cil MM ���•` ® DAMS H17MES OffiON, 15/32" OSB EXPOSURE 1 ON O.H. EXT, WALL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) • 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TBI3 FOR NAIL ATTACHMENT. (OPTION) STAPLE:16 TAA. 1 � FOR PLY ATTACHED W/ (Z) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. MAILS AT 8" O.C. d NOTE: 44" MAX. SILL ON d FILL CELL #5 DIA. REVIEWED FLORIDA CONTRACTORS LICENSE NO CRC1330146 ALL BEDROOM WINDOWWS.S. REBARW/ 3000 PSI P1{V CODE COMPLIANCE 3000 GULFBREEZE PARKWAY " CONC. ALL LOCATIONS w� v COUNT A GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN SHOWN ON FOUNDATION ST# LUCO.E. DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN I " & FLOOR PLANS " BOCC PORT ST. LUCIE LOCATION OPENINGS IN EXTERIOR WOOD WALLS. IF NO ."+ OPENINGS ARE INDICATED, FULL ' - � Job Information: STUDSAREREQUIRED). l NOTE: 44" MAX. SILL MGT. ON ALL BEDROOM WINDOWS. r VINYL FRAMED WINDOW t W/ SCREEN WINDOW STOOL el CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM n PER SPECS PRECAST CONC SILL - C-926-98A " O PAPER BAOCED FOIL R-4.1 H ZX STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL 1/2" DRYWALL MORE INFORMATION). SEE 1-1313 ON SHEET 6 PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT J EXTERIOR FINISH - FILE COP Z N (SEE ELEVATIONS) LO FOR NAILING INFORMATION FOR APPLICATION y cn R-13 INSULATION AT EXTERIOR WALL SHEATHING WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE FORM SUBMITTED FTG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 17" IN CONCRETE - 25" 1 x 4 P.T. EXTEND ACI 530 ABOVE ( ) uj > � d m AND ENERGY w/ 1/2 x B A.B. (OR 1/2" x 8" TITEN BASE NAILER N 3 WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN Z �/ ! , MM WOOD BASE MIN. 6" FROM END - SEE W$07 W FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR J LLI M C FOR SLAB INFORMATION _ _ _ _ _ _TOP OF_SLAB _ _ SLAB INFORMATION _ _ TOP OF SLAB ':D O m �%% V ! LD VI Model Name /Number: GRADE 1a GRADE , 1512 0 N CLEAN - CLEAN w o o 'SEE PLAN FOR issuTT e COMPACTED RE -BAR QUANTITIES FILL_ ,• 15, 2021 • 18, ,• SEE FOUNDATION PLAN �----� SEE PLAN PLLAEN OVNDATION KA PROJECT NUMBER: FOR FTG REQUIREMENTS 21-0160 WS01 TYPICAL WALL SECTION - 8" CMU 3/4- 1'-0" Sheet: Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" TYPICAL FRAMING DETAILS oe% P�10 F{r. i Oly' I _s UJI PROVIDE 2x4 ON TO i� •• •'• F L p OF 2x8 TO BLOCK OUT OUBLE 2x4 e TOP PLATE ATTACH W/ 3" O.C. o J SS I w (2) 12d NAILS O.C. TOP PLATE �tTlutt (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 48„ 7/16" MIN. NAILED W/ Bd 41/iy ` 2x4 STUD COMMONS @ 3" O.C. @ LL ` PER PLAN EDGE & 6" O.C. FIELD RUN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2z8 SEE GE05 FOR \�` TO TOP PLATE W/ (4) 16d TONAILS (2) ON A. TOP PLATE STANDARD �� I ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD '. ` (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN GABLE FRAMING D ``}� I�` TOP PLATE W Sd 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 a \* ` \ ION REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF $ I - ail STRUCTURAL SHEATHING 12d NAILS @ 3" O.C. E s I \ �� 00 1- TOP PLATE TRANSITION $ gg �Z m• mD ELD ` PIPE OR DUCT w/ OUBLE 12d xy & 0 PENETRATION THRU @ •I "' ea a1 "O.C. +I n TOP SPLICEVARIES W +I N TOP PLATE w/ MORE w Q \ 0- wyROOF SLOPE a THAN 50% OF TOP § g J W 1 0 ROWS 12d tmy o: o0 PLATE WIDTH INSTALL @ 3" O.C. d m'o i SIMPSON PSPN516Z g wwW m o WALL OR AWEROUSS. SEE PLAN 2X4 CUNT, w/ (3) 12d „'Lf/ 5 IV 2 FS 2 da W/ (12) 16d NAILS TYP. . COMMON NAILS EACH I -� TOP & BOTT. N s �' @ oL�NSTUD TYP. T&B , + NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE 8 ea +I+ OVER STUD rTO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/.WWW.FDSENG.COM ❑❑ ❑2X4 STUDS .. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS ///��� ` PLATE W/ PLYWOOD * (' j Z m SHEATHING NOT REQ'D. WHEN QT SYSTEM IS APPLIED w TRUSS OR ROOF SYSTEM COVERING NOTE: Z R N PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL m LD02 SHEAR TRANSFER EXTERIOR WALL N.T. s. GE15 FALSE BEAM AT GABLE END N.r.s. WF17 TOP PLATE SPLICE DETAIL 3/4" = 1'0" — In .":. 2x8 SYP #2 � o � TOP &BOTTOM IMF,ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 w N NAILS @ 16 O.C. RIPPED ( _ O 00 r N IIIIVVVVVVhh"''''0000 BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. Q IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION DAMS HOMES (1) JACK USED AT EA. SIDE Q EACH SIDE OF OPENING G.C. TO 2X OO.S.B..S.B. W W/ 2 8d INSTALL (3) TITEN HD. EA. END MIN (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2.6 6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE RAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D-0162" L-31/2")OR EQUAL (ONE INTO EACH OUTSIDE FACET (D=0.162".L=31/2")OR EQUAL JACK TO HEADER, NO BASE ED E VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 101-0" - 1, 3 4 3 4 E HEADERANCHOR NAILED TO TOP PLATES, HEADER&JACK FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY HEADER SIZE O. & SIZE N 0. &SIZE OF &GRADE REVIEWED FF�',...'., GULFBREEZE, FLORIDA 32563 EACH END �Lp p•� CODE COMPLIANCE SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE t-A"I�ITv NOTFC. I CONNECTOR REQUIRED ST" Lukol PORT ST. LUCIE 1) ADJACENT NNLS ARE ORNM FROM 3) FOR 4-PLY, PROVIDE L/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) (3) 16d SEE PLAN SEE SCHEDULE BOCC Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION Lfi.3 FOR SP4 AT 2X CRIPPLES @ IV' O.C. THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. COMMON FOR WILL W/ SIMPSON SP2 TYP. 24" O.C. NAILS(I P) WF37 N.T.S. STAGGERED TYPICAL COLUMNS DETAILS HGT. TOP AND BOTTOM NAILS ` TAGGE@ FOR OVERHANGS GREATER THAN • + FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR :r.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" u, u, ulna © II HEADERPER LOCATION--.*.. I101 � _�`� ji:a%I . //FIT/ / •� ��•. /iil 1.4111 �IIFEACH END(I ' • • • 1 • • •• :L NAILS. SEE DETAIL ABOVE ELEVATIONSEE O ROUND/ SQUARE• BOX 'HEADER EACH END IT' O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS ryo 15 LESS THAN 12" USE 12d NAILS STAGGERED LS-FA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 O STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 Z 41 eH STRAP S.Y.P. HEADER W/ O 1 2" FLITCH PLATE / /n �f m 10d NAILS ® HEADER. (U.N.O.) 8" O/C TYP. > (0 f0 N FILLING AND BLOCKING AS N LA d ` DOUBLE 2 x 4 REQUIRED FASTENED TO z 1-- CO LO ir 3•LO CRIPPLE STUD HEADER W/(2) ROWS O JM L'u^ Z)♦I•1 M TYPICAL (U.N.O.) ► OF 12d @ 16" O/C UNLESS 0 c NOTED OTHERWISE J Ld..l v/ I Model Name / Number: 2 x 4 STUDS TYP. 1512 SIMPSON HT74 W/ (18) CMU 16d NAILS & A 5/8" VIPlan EXPANSION ANCHOR Issue Date: Friday, January 15, 2021 W/6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE V I KA PROJECT NUMBER: FtfNc STEP DOWN �Yc * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING p. T. 60T. PLATE 21-0160 WINDOW WALLS WITHOUT UPLJFT NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. OR DOOR OPN'G Sheet: 3 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 TRANSOM DETAIL AT ENTRY 1/2"=r-o" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH] SAME SPACING AS BOTTOM CHORD LATERAL BRACING -- , SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN , (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 45° , 8d NAILS @ 4" O.C. MINIMUM 2"x4" -"� - 30D X 0.1131 @ 8" 0 CS EA. IDE) CROSS BRACING •�,.- WALL AND ROOF (SEE PLAN FOR ,_,% FOR SPECIFICATIONS3 '.. LOCATION) - BLOCKING 2x4 SYP BRA FOR 2x4 SYP GABLES 3'-0" E TALL. 84 FROM RIDGE PROX. 2x6 SYP L BRACFOR THEN 48" O.C. AFTER. NAIL W GABLES 6'-0" AND TALLER. _ 1 , 3.12d @ EACH FEND & @/ CROSSING AT 45 ANGLE. ATTACH L BRACE w/ A. (NOT REQ' 1 WHEN12d NAILS @ 4" FASTEN (1) SIM ON HGA10 GABLE TRUSS CONT 2x4 SYP OR SPF SPANNING (4) BRACE CONNECTOR FROM ' TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. ' (3) 12d W/ 3-12d TO CHORD (MIN BLOCK PLATE NAIL GABLE TRUSS PER JOINT 1ST 4 BAYS) TO TOP PLATE w/ - 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- 2x8 •T•PLATE 1/2"x8" ANCHOR BOLT 4 BAYS ' �' NAIL OVER X�RACE AS SHOWN- X-B 2x4 SYP OR SPF BLOCKING Al 48" O.C. MIN. BETWEEN TRUSSES @ 48" KNOCK OUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. TRUSS W/ 3-12d NAILSFA.MASONRY WALL SYP w/ (3) 12d Cm EACH END TRUSS WEB NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE T813 FOR ATTACHMENT SS w/ 2.12d AND 1 TRURU S 2- OVER JACK TRUSSES, SEE SIMTB01 .;'. 10-10dx11/2" NAILS PLAN. TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.r.s. FASTEN (1) SIMPSON HGA10 948"O.C. w/81/4"x11/2" BLOCKING 2 TOENAILS `(TTTTItrT •: �e,,\-� r0 F'�0° � SIDS WOOD SCREWS GABLE -12d SNAIL TOP Of "T" 2x4 w/ � '• S � .,• PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d A. CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ J • w $ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE GE01 GABLE END BRACING N.T.S."���r,,`�Q', A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING ••F L O\•• B�`+FQN�� WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP �A111ijw")' A TRUCTURAL - PACE �. G.T. -- - SHEATHING, ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 I TOP CHORD WHEN REQ'D NAIL TO TOP CHORD LL TO PREVENT SHEATHING ACK ----- OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE H(p 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH iF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ;gg w 'D b, III ti ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SYP TRUSS BRACING SEE *SPACED AT 10'-0" MAX w r c W W 0 � PLAN �— g. s€'m a o,i w CUi LL LL �Op OnN6. 2X4 BLOCKING HIP TRUSS 8�31 mu3o"5 w a BETWEEN TRUSSES 8 $ 5a W t n N N ';ECLA A gj TB03 HIP RIDGE BLOCKING DETAIL N.T.S. TBO4 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. �ffig �y do ',SA. 6.7i Z^ n LL I se Z 6 Fa0° U E &mS W U J N gas ,= m,T WWW.Fl)SENG.GOM ❑ ❑ ❑ z z t+] W Z a Y TRUSS NOTES: J 5 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA 15 GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND CAUSE OF ACCIDENT a. _ ei W BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON z N ICI Jf IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD SE LIMBED M ��J TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY j Q) CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT TRUSS. w y "g g EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL W U O LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. U 0 w OMn BRACING BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEIL NO ARE NOT tA C 4. ADDITIONAL BOTTOM CHORD SHALL ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS ir6 u m N E d/. SHEATHING CO " Z o 3 TO 4 x4 AS SHOWN ® SPACESTRUSS TRUSS SPACES DIERNATE RECTION Q N O 'Dot1 Q:rl RUS `' � DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48"O.C. •' SEE (2}1 NAILS �{ REVIEWED FOR W/(4)12d TOP &BOTTOM OR H5 TRUSS OR HCLR/LL IN PLACE OF (4) SOD :ECWiN TO EA TRUSS FLORIDA CONTRACTORS LICENSE NO- CRC1330146 REQUIRED @ RAFTERS GREATER THAN 9'O• CODE COMPLIANCE 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING ST. LUCIE COUI�IT GULFBREEZEL FLORIDA 32563 SEE PLAN RUBLE TOP DOUBLE PLATE TOP PLATE SCHEDULE SCHEDULE FOR SHEATHING DETAILS �+ PRE -ENO. TRUSS SECTION B-B 9kVARIES w ROOF DIVISION LOCATION: 2x sru0 WALL SEE PLAN SLOPE PORT ST. LUCIE. ,. Job Information: CONV. FRAMED RIDGE \ / \ / / MAY BE NAILED w/ MIN. VERTICAL SCAB 2X8 42 \ 2X4 SPF BLOCKING \ (4)1 WHENIT SPF 4W O.C. w/ (4)12d \ \ BETWEEN TRUSSES To G. TRDUSS NEXT 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR HB OR \ @ 48" O.C. MAX. / SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTSiTS REQUIRED @ RAFTERS GREATER \ \ / B THAN B'-o" \ 2X4 SPF BRACE \ / \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY SHEATHIN RAFTER rd \ \ ALTERNATE DIRECTION O 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) / C e•I 0 EACH ENO, CONT. EACH BAY B TB 2X4 SPF W/(2)#7X31/2" / / TRUSSES FILE COP -I FILELu f10 p N 0) DB woo0 SCREW EACH TRUSS / / SEE PLAN i @ BLOCKING ALTERNATINGOR HS @ 48" O.C. OIL PRE-ENG. TRUSS \ / / CO OI U CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL 5H EATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / Z �... U W (O d SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ M o O J(L/L'�I e (USP MP4) @ \ \ / / LL (�� J co 2X4 P.T. BLOCKING BETWEEN DIAGONAL GOON woo2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2)-12tl NAILS C. 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING `�' Model Name/ Number: AT EACH END MAX TRUSS 2x6 RAFTERS @ 2'-0"O.C. \ /� / BETWEEN TRUSSES Y � MAX. w 3 12d COMMON /O @ 24" O.C. MAX.w/ WALL BELOW TOENAILS To RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN / , \ \ (3)12d EA. END (TYP.) 1512 (SEE PLANS FOR TYPE) 4 FT @ 2'0" D.C. MAX W / (3) 10D SEE PLAN Cor MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 COM. AT STEEL OR WOOD . Plan Issue Date: T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" space Friday, January 15, 2021 KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-0160 2x4 S.Y.P. @ 16" O.C. Sheet: SA Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s, TB1.5 EXTERIOR NON -BEARING WALL DETAIL N.r.s. ROOF FRAMING AND BRACING DETAILS i� 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 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3„ 3n 3" 30 3" 3" f r I iu I V63� 3n DOUBLE DOOR W/ SIDELITES )A 'E P i" 6" WACE :VEN LY SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE V-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC, PIPE. o° o TOP OF SLAB — - - - - - — 09 Z 1 -o -Ii °1 2 I°, uo- o ° I f - If - Ir 1 16" MIN. DIAMETER o ? °" d ° r— CONCRETE FOOTING a SPACE EVENLY u i aaq° • 9" 8" 9" 8° 8' SEALANT NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING MAILS. 3/8" MIN HEADS, 6 PER SHINGLE. gba� O`A, )�,,P 50`6p01� Att` cA'pge "6'Cour a ryMut� FJr' I S C° �LGaps DHpel Edge 2 10' i to use In ea eS about 112" If dnp edge Is used orabout3/4" If no Drip edge Is usetl. SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY I TEXTURED, PAINTED BEHIND FLASHING EXTER, WALL FINISH AND LOCATIONS) MINIML M or 6G ABOVE 6" X W H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT, AT RNEEMALL — T ENTRY PLASTER ST SEALANT ROOF SHINGLES 6" X 6" H GALV. FLASHING D'NT.-\ FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED a sw vc 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 SEALANTAPH BLOCK LINTEL & SCREW W/3/16" x 2 1/2"1/2" DRYWALL FLAT HD. "TAPCON" SCREW THE W'DOW FRAME INTO MAJAMB MIN. 4" FROM END AN 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" M11Td, EMBEDMENT 2X WOOD FRAME BY OTHERS 49 WOOD SCREW 5HEATI-ffNG BY OTHERS CAULK BETWEEN FIN &SHEATHING EXTERIOR 3I4" Mil; FINISH DI5TAIN BY OTHERS K 1/4" MAX, AULBY OTHERS BY SPACE O.A. WINDOW HEIGHT E INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S RuOa 2.No DRIP Was, 1 WIDE DRIP EDGE AT EAVES AND CABLES DF $ITUE ROOFS. OVERTO BE A MINI MUM or sin 176cm1. GAVE DRIP EDGES SH LL EXPEND .Maximum Fastener5padng (jambs, Head and Sill) &feria Rzatl.window MiEw �L of Fin`.. Wall Framing; #2SpruWPine/Fir Or 81 Silicone # to X 1-1/2' Saew Minimum Penetration s-Vir- C hoss Section View ' You may wish to pre -ail the insdallation how in the fin at thB tine. AeRapard Ole /rNsld Meaa'al g bra as ftere notnaesa Step 2 Apply a generous bead a 9fame to the backside of the mambng fin. use enough stkone to sulRd,* fill all vods between the fin ad the wag sheathing. Sap3 Irsertthe wintery mo the opening from the OUNde. The weMow is labeled -inside and'butlde", butttrse labels have been renpved, the bead should:aware be W the Inside of the bide . Step 4. Install shims under the sit, adjusting Oran DIA the unit is plumb In the opening. Shims Should be bstated under the sill every 2 feet. The window should be baskally ormered in the opening with W name than 11'r gap bet~ the window and wall haming. SIWS Treat a010X1-)JYsrsw 4" from the cane of the fin at each and of the heed, sill and both jambs. RW 6 Instep Ole remaining fats anal s in 8" ircrlar ants from the comIsclewz to the center Beach bane member, use am not as over - re the screws and pug them through the In. Also, make wre the screws go in straight and do not ease the frame to bow, Wall tarring Shatd be a minimum of #2 SpruWPine(re. Fasteners st (Ad be #10 screw of suffiderd th to achieve l•3IB' wo the Vaal and no leas than IM kill edge of framing. Fastener uantdes neededln wcll side a banre toadteve 8" of Frane FtaMer 10" 16" 26" 34' 42' SV 511' sib" 7,r BY I 90' 96" Numbet aFastalers 2 3 A b b 7 8 9 10 11 1 12 13 Slhp7 IXemove Dues 5111cace" ueeze ere bona arouM the ran and for lglesa ends, usesNlmnewfela rods. Step 8 If desired, a foam insulation can be spgied to the Interior gap between the window and well fra ni g. Ifispirfied,flaismustbeft uoa!PXPAA'Drac rvPf /0,1 .. Sap 9 Since these windows are typically used in rcems with high mashae, is. bathrooms, O is recommended drat the kgeta gap between the window and wall framing also be sealed wWr si icon and tone] so as not to inter(,, with the Imbibition of wallboard, the or brim, Step 10 Once all mnstruNbn Is complete, remove the bubble wrap from the bake and outside of the wuday. If necessary, dean the tkds With a mill detacem and warm water using a sob cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2" SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: DADE 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Approval # 5§ ��-0 I T I C It., 1`eQP ��.. •• s ewj v J� N0 Ap ••' \i'P�� OQ:• �'I FL0V". (t poi S ; ! O to ` ��% m #Tn'11n 11111 Do a u- ❑❑❑ N o 0 00 h LO to Qg r-, IL ILL dim 0 u`Rim a w gom Z= 2 o �s ° 3 � iiJl Wain O l7 0� ¢ a u1 0 Ci J n WIM.FDSENG.COM FL7006.1 R Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R•1 Products Inc. "Off-rld a vent" ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING AMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 RS RO C S #3o ASPHALT -SATURATED ORGANIC FELT' ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choicel I 1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16x7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 3W52nd Choice +30.0/-32.0 CLOPAY R " 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. GLAZED 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 GLASS DO INSWING TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS THERMA TRU-CORP. FLUSH FL20461.19 2nd Choice +67.0/-67.0 FIBERGLASS DOOR ]FLUSH AND AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1. z'L ,# ",,: TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. _ ___ blam 1st Choice +0/-146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 1'h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O,C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. 2nd Choice SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1?b" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FL 17676.1 R9 3540 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENTSUCK. F INSTALLATION TLT THROUGVIDEH 2X BUCK USE #S WOOD $O WOOD EW OF FL 17676.8 R9 3540 Swintlow ERIES +50.0/-50.0 MI WINDOWS Picture SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: M-1926 Va Cal FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1'A Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass"" 1st Choice +50.0/-50.0 US BLOC 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WIND WITH MIN. 11/a" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED FFIT VINYL 1 1/2" NAILS 10" O.C. IN I DIRECTION OF SOFFIT LENGTH FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24 Ga. Galvanized DIRECT MOUNT. TOP'A"-20 MA lE PANELMATE W/ WINGNUTS AT 12JA" O.C. BOTTOM 'AA"-20 FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Sto m SIDEWALK Panels BOLT W/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 _ Name: Luis Pablo Torres Certification Number: FI. # 87864 z $ a N — h!j Z N M I n �to t9 Wv N w v fit c) u 1 Ln m c cm Ln � N E % U sow DD a y C Q Q .-P A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRG1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Tj Job Information: O I— z LL! W rn N r` �N M a CO N 01 to N ' N > T m a 0_JW� BID JMU)In Model Name / Number: 1512 VI Plan Issue Date: Friday, January 15, 2021 KA PROJECT NUMBER: 21-0160 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER _ BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW 1 j ` " - NECESSARY IN CORNERS THROUGH RESISTIVE SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS I .i \ d DOOR ROUGH OPENING BE USED. R703.1 General. Exterior Wells -shall provkle the building with a weather resistent exterior wall envelope. The exterior wall WEATHER WINDOW UNIT envelope shall Include flashing as described In Section R703.4. RESISITIVE BARRIER e° WOOD FRAME CONSTR. SLOPE R703.1.1 Water resistance. The exterior wall envelope shall be designed and cutructed In a manner that prevents the constructed TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF -ADHERED FLASHING accumulation of water within the wall assembly by providing a water-eislstant barrier behind the exterior cladding as required by Section. R703.2 and a means at draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) ' (MBEVBIED MDMI WALL BY 6 IN. UP JAMB 6", USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive harrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying With ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 18 \WEATHER asphalt felt shall be applied horizorrtallY, with the upper layer laPpOd Over the lower layer not less than 2 Inches. Where RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. f WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed In accordance with the water-resiatfve barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water-realstive BARRIER SEAL TOPS OF JOISTS PER FBC-R (CURRENT EDITION) 703.7.3 harder ear Meet the ial llrequirementsnof thuous to enexteprbr wall eof walls nvelope as dterminated oNlad Inat trSection R703.1ations and 1ng appendages In a SELF -ADHERED FLASHING UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over 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 of Qrede D paper. The Individual layers shall be installed Independently such that each layer provides a separate continuous piano and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarlly secure weather RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the wateo-reslstive barrier Is directed between the layers. resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list Of Instructions below: Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or resistive barrier 3. Fold weather resistive barrier beds over head flashing and 1 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 greater than that of SO -minute Grade D paper and Is separated from the stucco by an IMervenlug, substantially nonwater absorbing layer or designed drainage space. seal wlth tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts g R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle-fashlon or in accordance with the manufacturer's Instructions. Metal flashing shall be corrosion resistant. Fluld applied membranes used as flashing shall be applied In accordance with the manufacturer's instructions. An flashing shall be applied in a manner to prevent the entry of water into the wall cavity er penetration of p ry SELF -ADHERED FLASHING Scale: NTJW FLANGED WINDOW P0 SELF -ADHERED FLASHING WP02 SELF -ADHERED FLASHING WP03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIE EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISHSILL/POTSHELF/CHIMNEYSHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components- Self -adhered membranes used as flashing elan comply with adhere to substrate using a square lace of flashing material 6" x 6" 9 4 P 9 ( AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 Or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, q t t n n r EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealmlt. Fluidapplled membranes used as flashing In`.0 " Fi EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE ASPHALT 6. Fold as shown by amOWS exterior walls shag comply With AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved v . °° �,.Q P'•.• •' 'r•• FS, 1'•, ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELFADHEREDFLASHING 7. An le of corner may vary, ad ust foldin of the Hashin accordingly I t g Y y, J g s g y o fit fleshings shall be Installed at the following locations: `e` , • \GE REFER TO TECHNICAL LETTER ON CHEMICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOI) i 4 tight to corner g 8. Mechanically fasten as necessary I -Exterior Window and door openings. Flashing at exterior window and door openings shall extend to the surface of the for g64 b J NO COMPATIBILITY SCORED exterior wall finish or to the water -resistive harder complying with Section 703. subsequent drainage. Mechanically * �r N. RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior Window and door openings shall be Installed OF O, �." r In accordance with one or more of the following: •"• S, SELF- ADHERED FLASHING SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE AOHESNEAsseowN) 1.1 The fenestration maradacturer's Installation and flashing Instructions, or for applications not addressed in the / Q ,.p O O lir �� ,,� L O F � .•' BOTTVERTOM FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing • • • •^ SS P THRESHOLD Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings, (pCd vv Zrz1t11j a a ' MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish or to 1 tftty C NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall Incorporate flashing or protection SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or motirod of a registered design professional. ,6 - SELF -ADHERED FLASHING /V-��\ 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. 99 v 2 or x SELF -ADHERED FLASHING 5 2. At the Intersection of Chimneys or other masonry construction with frame or stucco walls, with NAILING FLANGE projecting lips on both sides under stucco copings. ' t DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS O 4 B 3. Under and at the ends of masonry, wood or metal copings and sllls. 4. Continuously above all projecting wood trim. NAILING 8 UNDER DECKING o DETAIL WP07) 2 ] N FLANGE (SEE S. Where exterior y pOrClle-s, decks or stairs attach to a wall or floor assembly OI woOtl-frame construction. 8. At wall and roof intersections.' $ �"" J.'I„':aa> d! '' w ~ E w` a Lo In c0 6 In m r ' µ, F Its SELF -ADHERED FLASHING A W PO4 SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING (� W PO HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER V 7. At bulk -In gutters. a m a m_ w 11110 En 13 -- SELF -ADHERED FLASHING , = 2 m= 3 p o s i DECK PROTECTOR ill I�IIIIII it dg Q_ � - SHEATHING I� ll� �Ip I it � i �i ) �yyIfI 7/8' Cement Plaster w` b m RI ;7 O RIPa Z LL y 7/8" Cement Plaster in accordance with a d in accordance with ASTMC926 . ASTMC926 ❑ ❑ ❑ FLASHING PATCH ;.. .; Felt backed metal Felt backed metal m WWW,FD$ENG.CCN SELF -ADHERED FLASHING t lathe in accordance lathe in accordance with ASTMC1063 with ASTMC1063 //tt O ( ) ZM DECK PROTECTOR �' �,/ g o I Building Paper Building Paper Z ¢ 7/16" O.S.B. 7/16" O.S.B vim DOUBLE sheathing sheathing '; ,', _ N l� Z SINGLE JOIST JOIST. SELF -ADHERED FLASHING ' ' -- Metal Keep top edge Flashing Of weep Screed .: M SELF-ADHERED FLASHING t _ 2" below top of 31/2" block W a ft3 `m 3" MIN 2 4 , Unperforated ... Flange 7/8" Vulcum V w �tA 04 u0n O 5 Weep Screed cauk bottom joint only `, V) c m if6 U= N .n. Maintain Metal Flashingi'. E w ° Bottom of 3-1/2" Unperforated £ a d SELF -ADHERED FLASHING JOIST W PO7 SELF -ADHERED FLASHING /J�� W P 0 APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ( ) ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed Flange 7/8" Weep Screed 1 1/2" t0 2" 3E o -, U W 00 o \HO.8362x;DECK OUTSIDE CORNER V c INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2' Cementitlous Sheathing Decorative Finish ¢ DAMS HOMES o • B o, All Inside and Outside corner will FLORIDA CONTRACTORS UCENSE NO.CRC1330146 EXTERIOR WINDOW UNIT ° need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster cut and caulked all •, butt joints need to GULFBREEZE, FLORIDA 32563 BUILDING PAPER SLOPE 0.3 in: 12.0 in SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) in accordance o o, with ASTMC926 becaulked using over wood 2nd Vulcum caulk for all floor DIVISION LOCATION: PORT ST. LUCIE (0.6 cm: 30.5 cm) V Job Information: SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~- EXTERIOR BUILDING PAPER CEMT. FIN. O WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster �I In CO �L 7 L o LO Block w a WIRE LATH 2 1/2" Perforated O, at t» Flange 1/2" Weep 3 ` BUILDING PAPER BUILDING PAPER Cement o, Screed (�V In Plaster Hover block In O J LU :Do EXTERIOR ' 1st floor J WINDOW UNIT CEMT. FIN. Install bottom Slab Model Name /Number: edge of weep screed 1" below 1512 finish floor Plan Issue Date: Friday, January15, 2021 OPTIONAL [DETAIL KA PROJECT NUMBER: 3 3 ONote: 3 21-0160 The building paper and metal lath t be installed over the top of WEEP SCREED DETAIL mus-HERED SELF FLASHING FLASHING FLASHING Sheet: WSELF-AD� OF: -ADHERED W P 1 0 FW_P 1 P 12 U SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEADRED CEMT. FWHE WIN OW SILL CEMTSEL�FINSH PARAPET WALL YV the weep screed. WATER PROOF DETAILS 42X4� A/C SLAB BY BLDR MIN 2' FROM WALL r I F= 14x8 1wcd 135 180 12x6 1wcd 5" bath duct z i to roof cap w/ standard 70 8x18 rag 14x8 1wcd 7» cfm bath fan —light 1 , 4110wcd 61 5" bath ductULM 18x18 fbrag to roof cap 1BX18'Yag 1Ox6 1wcd w/ standard 7,0 ` 6» $" 110 {, cfm bath fan 1Ox6 1wcd 4» 50 4 - 0 10x6 1wcd Ira 8x4 1x wc 4 we 10 F _,, a_ 70 4» dryer duc, to roof cap �r w/dryer vent box 4» 8x4 1wcd 2 CM E ARAE& -i 12x12 12x12 rag ------------ - - - - ------- - - - - -- ! _ l 12x6 1wcd 130 F z_ NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE RCOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code=M1602.4 balanced return air. EXCEPTIONS 1-3 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. b bath duct to roof cap w/ standard 70 cfm bath fan v o o e rC1 � S 0 O �? e� REVIEr CODE COMPI ST. LUCIE CC BOCK" FILE