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HomeMy WebLinkAboutBuilding PlansSTRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS TERMITE SPECIFICATIONS. � TE RMITE CAST IN PLACE CONCRETE TERMITCODE CRITERIA SHT NO: TITLE E PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, �. BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE TRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS) A SLUMP OF 5" 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 BUILDING CODE 7TH EDITION (2020) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A. 2. HOOKS. SHALL BE PROVIDED AT DISCONTINUOUS. ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 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 CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3". WHEN EXPOSED TO EARTH Ok 11/2" TO FORM U.N.O. NFPA, NATIONAL ELECTRICAL CODES (NEC 2014) & 7TH FBCR Ch. 34.43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 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 1.. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR". 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 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL M505 ON APp PLYWOOD DESIGN SPECIFICATION 2pi2 EDITION WITH THE BUILDING DEPARTMENL 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD 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 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL- 2015 EDITION ARE REQUIRED. TO BE FIELD TREATED TO PREVENT INSECT INFESTATION WHEREPDXYEYMUST FIRST CONTACT THE ENGINEER OF R' CORD FOR WRITTEN APPROVAL. BE LOCATED IN KNOWN RADON ((�jjEEAAS PREVALENT AREAS, APPENDIX OF THE FLORIDA BUILDING CODE 7[h. EDITIONS IS 8. WIMPLE I. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. IMPLJECTEMENTED. . 3 BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 300E P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE M ON T E ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED RH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. EXTERIOR COVERING MASONRY WALL CONST. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: R703.71. EXTERIOR PLASTER. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM 090014, WITH A MINIMUM NET COMPRESSIVE (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (0) LOCAL STATE AND FEDERAL BODIES INSTAL OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI if m = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH CONFORM7640 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA LATH. OF 300E PSI SLUMP 8" CONTINUOUS ' INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOFTRUSSES* LL/360 TL/240 COMMMENTS: LATHAN LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH SHALL BE ATTACHED5. WITH LONG, 11 NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE 663 GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR 10FT, ROOF RAFTERS LL/ISO TL/120 STAPLES, SPACED IN ACCORDANCE ORDANCCEE WITH ASTM C10OR C1787, OR AS OTHERWISE APPROVED. WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ROOF RAFTERS (W/O CLG). FLOOR TRUSSES/ BEAMS * * LL/360 LL/360 TL/240 TL/240 R703.7.2 PLASTER. 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 I -JOIST*** LL/480 TL/240 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.A STOP IS PROHIBITED. 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR MAX 2" UP T0.40Fi SPAN 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 SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. **TL TL MAX 3/4" - *** TL MAX 1/2" FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 00N NOTAPPLY UNIFORMLOADS AND NHALL CONCENTRATEDFORPER CODE ACI 31&14. ONRY WALLSUT TOTAL THICKNESS ISAS SET TABLE POURS PER; CODEDGROUT SAYS 10. DATE AND RECDATE G FLUSH WITH TOP WALLDAYS. GENERAL ROOF LOADING PLASTER E N ACCORDANCE CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE A WOOD CONSTRUCTION OF THE TYPES LISTED IN R703.7.2. SHINGLE METAL TILE HEAVY R703.7.3 WATER -RESISTIVE BARRIERS. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) I. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN QR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 TOP CHORD DL 7 7 15 25 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE, CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 0 0 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD OIL SO 10 10 10 DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LI 4ES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 1 45 55 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CH EMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-S REQUIRE HOT -DIPPED GALVANIZED OR ST kINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL. EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. .ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT V ITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) 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. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARAL AM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE POP ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD GC/GD, EXTERIOR OR OSS FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24). SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. WALL SHEATHING:.7/16" STRUCTURAL I OSB EXPOSURE 11 OR 15/32" RATED OSB EXPOSURE 1 APPROVED METAL FLASHING,VINYL FLASHING SELF -ADHERED MEMBRANES NI GAND MECHANICALLY ATTACHED A MINIM 1 8" UM SPACE IS RECOMMENDED BETWEEN PA NELS NELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: 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) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED .INTERNAL PRESSURE COEFFICIENT +/-.0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 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 (-) VALUE DENOTES SUCTION DIAGRAM AREA ® G) (+) 27.6 j+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 {-) 34.4 s O 50 (+) 24.8 (+) 24.8 O I 0 (.) 27.1 (•) 31.1 I py# G) 0 ` Y (+) 23.4 (+) 23.4 .10E (�) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-O" 16'-O" x 7'-D" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 - 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY L67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-O" 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 I ED 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 H VAC �. � v rb'14'6R � C4 ': J No U : F m �i � •.. F e1 •• ��� c .. isI v C k 0 V. n v 0 g$Pei "iis r NJ J J ' l V LL LL LL A i' 8 N rb''I✓i' o INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES � P p � � a a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES g IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) 1 f l R LL W rn N BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER g P _$.? a' it _ SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN -- 'O' PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING gn o 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. .8 g • M C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED 3, TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: g a L Z �N e d MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) a B 8 `� g kp IL 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) 2 a o t� APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY g ILLa � -' EXTERIOR WINDOW/DOOR OPENINGS. LIGHT STORAGE 125 (PSF) 9 g' "a • THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. g e www.rosaaacau ❑ ❑ ❑ • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHTWEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) ,n • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) Z ,n • 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 0 HAND RAILS (d) 200 (PSF) - CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z N g • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES ALL BRACING MEMBERS AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) a UPLIFT CONNECTORS FOOT NOTES Z N d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG m 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A M Q MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SO, FT. •U Ct V1 FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: Ln c ai I U- 1. MISSED "1" BOLTS - a 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. R Is the Intent of Designer/Engineer listed In the tltleblock of these -- ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR. SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed '_ g. PLAN FOR. EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to N 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to U, THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to a OD N o o� INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, . The ons,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to ® DAMS HCIM_ 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (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 re �• =as= 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) ap"x 23A".TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE regarding the MASONRY AND (7yi0d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#).. IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found i r these plans should kc directed to our Quality FLORIDA CONTRACTORS LICENSE NO.. CRC1330146 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 114" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT. LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manger immediately. r/ backch with will dv considered 300E LMREEZE PARKWAY 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 by the Designer/Engineer without advanced QV NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM MR. 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. notification and approval by the Designer/Engineer. OULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Payments will be made in accordance to the terms of the agreement DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 16d x 2.1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. b I Z " I EORIF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. L(b 2 Job Information: REVIEWED FOR MASTER REVISIONS CODE COMPLIANCh >- DATE DESCRIPTION ST LUCIE COUNTY � 130cr O r �zi Z °° Ln DAMS HOMES �-ir ° 0� 0) Of Northwest Floridan y m N O J W 0 FILE COPY _j 00 (n (n / 300 GULFBR E PAS GULFBR EZE, FLOMEA 32563 VModel Name Number: 2sos VF Plan Issue Date: Monday, January 11, 2021 Aar- 70 VI KA PROJECT NUMBER: MODEL 2508 %`j`kCF 20-8736 Sheet: Of: COVER SHEET y- ■ n LAV. A l 2VTR C/0 LAV. SHWR. TUB WC• m TO SAN. SEWER WASH. GENERAL FOUNDATION NOTES 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM ,75 LOS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MAN UF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR 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. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALKFROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN EQUAL UFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING Y GRAVITT CAP. jibs] F1.0 1'-011 X CONT. 1'-0" 2 85 E.W. BOT. 2000 f2,0 21011 X 2' 0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'6" X 2'6' 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-W X 3'-0" 1'-0" 4 #5 E.W. BOT, 15600 F3.5 3'6" X 3'6" 1'-0" 4 #5 E.W. DOT. 21500 F4.0 4'0' X4'-0" 1'-0" 5 #5 E.W. BOT. 2SOOD F4.5 4'-6" X 4'6" 1'A' 5 #5 E.W. BOT. 34500 F5.0 -0' 5' X 5'-0'• 1'" '4 6 #5 E.W. BOT. 42500 FG.O 6'-0" X W-0" VA. 7 #5 E.W. BOT. 615DO LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 2" VTR W.C. TUB C/0 2" VTR SINK D.W. LAV. LAV. 31' i0. ^ I' L.T. I 3" LAV. W.C. TUB PLUMBING RISER NTS I 3 8" 14'-0" 7'-0" L 10'-10" F3.0 I R HOSES BIBB ' ; 1 F3.0 TUB SHWR G FM01 i 4' PATIO SLAB ---------JI ; FMO1 m I , W/8'x8"THK'N I 3.1 in -;I ; `-------------' N 3.1 ; i EDGE 16'-7" ' p , 2'-8" 4'-5" , 1 ' W/C I I w p - r ,N, 1 ' m 4"STEPDOWN LAV _____ _____________________________ ___________ 1 l � LAVLl- I \ n 3.1 1 I ■ I � 1 , I � 1 ' , � I I ' 10 I ; ' ID I FMO1 i ' 3.1 it — , SINK , o to op 8'-7" 30'-4" m ONN` co (oti Ir°� n1 fro jo i BB 1 LAV LAV I , m 5'-6" 6'-8" in FM01 al HVAC LAV ; o ---------------- I'-�----, �r ■ p 3.1 TUB ` �l- T2x5 WALL r - 7II77°P I •------------------- - u� �' I II L '� �_ W/C III j7777 /� PROVIDE CHASE / FOR HVAC UNIT ' ; PRIMARY A/C LOC. F3.0 - - -' - f III T-0-- i N IAS 177 IIIIIII , PERMITTED BY LOC. O ORDINANCE '� TUB/SHWR60 i jllrl7 i �n 13'-10" F-=-=„ I�, 5 ', " N I DRYERI I 7 -0 I ,- -' III` . �..; ' FM01 �------------ --- ---'-a II�-YIi W-H r--------- --- ---- j � - ■ 4 .-`---- ---------- ---------- 3.1 I I I 1 4" STEP WN i■ ■ `----------------- --------'I {c4v FM11 ' ■ STEP DOWN 4 ■ ■ ■ ■ I 3.1 F3.0 �? `* I I 2'_8 7'-0" , 3'-4"25'�, , In a p I II ___________________ zo zo STa IE q F2.5 N ________ ______ _ I ' O , J I I ■ 30( I � I I F2.5 FM02 FM 7'-0" 3'_8" FM03 , 3.1 ' I I 3.1 -- (C.J. SEE NOTE - —- —-— -- - --I ----- -- ' v --- 12'-4" 10'-8" 8'-4" rn "' F p z I y (3 I I ■ I ti , ■ N C ti , I , I I ' ' I HOSE 1 I BIBB QI I � , I 4 ' FMO9 FM09 I ; `-------------- 3.1 -------------IME I - - ---- --------------------- ------------------ ■■ ■■ 14'-4" '-4" I. 8'-0" [I I '-4- FOUNDATION PLAN SCALE: 1/4" = 1'-O" ELEVATIONS "A" & "B" ,�111o�1n1 ' TO N QW.•�NS S J: vG � 0. • -K s or. Y'�'it22.2.ia3t1. 0 co co y G yap iF sJJt ik p 8 6"! J ykk tV O� A LL LL LL a m_N6w a a 22 m m Y Y 1 w a -9 �a 'a �� 30 Z m 15 p FF� �p a o H 103 ILae a ■ O Io p iz € 4 (//��''WMNW,R)SEN000N El 11 El W o p z N n J CNI V / a c' — 2rl Z � �JJGJ v W. fCf p c m Ow c VU) Z) cM if6 u �m U N� 9 �p Pe C" Cc` FL{1RIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 r DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: O z C W O c o) \ k2° Y y m U / C 0_IW= J m cn cn ♦ Model Name / Number: 2508 VI Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9736 Sheet: 3 Of: FOUNDATION 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. GRADE REINF. SEE PLAN W N LP) ( REBAR (*) 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. OPTIONAL CURB FOR 'F.F. VARIES MASONRY @ ELEV. 0'-0" - "— - — - - — W/ (1) - #5 BAR CONT. • 'I ; - :; 2 STORY: 20" X 20" REINF. N SEE PLAN BEARING I FM01 I SINGLE STORY FTG 1/2"=1'-0" FM02 I SECTION @ GARAGE 1/2"=V-o' REINF. SEE PLAN - -1 =7 7 #5 REBAR FM03 I THICKENED EDGE 11/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP, I qTGAR. FIN. FLR. I ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE cw 2 STORY: 20" X 20" 4" GONC. DRIVE W/ 1/2- EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 18 (2) #5 REBAR FM09 I SECTION C@ GAR. DOOR 1/2" = 11-0' ///---2x BRG. WALL 2 STORY: 20" X 20" / (SEE FLOOR PLAN W .3 • #5 CONT. / FOR MORE INFORMATION) REBAR FMI17 STEP DOWN BRIG. 1/2" =1'-0" - 1 2x BRG. WALL (SEE FLOOR PLAN FOR MORE INFORMATION)- 2 STORY: 20" X 20" W 3 - #5 CONT. FM10 I INTERIOR BRIG WALL OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO IN 4"x 4"x 16" m - - ELEV. 0'-0" WITH CURB O w (1) #5 BAR CONT. —\ (G.C. VERIFY) `a0 " • •� , , F.F. REINF. (SEE PLAN) d INSTALL LINING x ,=••t,x. MATERIALS PER y H FBC•R P2709.2 MUDDED FLR, -�• �', SLOPED TO DRAIN #5 CONT. MIN #5 REBAR = 1'-0" 1/2" = 1'-0- =1 SEE PLAN TYP. SEC. 2 #5 CONT. 2#5 BENT BARS W/ MIN, 25" LAP SPLICE FM14 SECTION @ RECESS SHOWER 1/2- 1'-01. FM18 I TYP. STEP FTG. DETAIL 1/2^=1-0" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF CONTINUOUS AROUND CORNER #5 CONT REINF SEE PLAN BY COLD BENDING THE BAR WITH SEE END. FOR MIN. BAR LAP OF 25" QUANTITY aD #5 X 25" X 25" CORNER BAR ONE N FOR EA. HORIZ. iv REBAR, TYP. U.N.O, - - - (2)#5 REBAR 16* A/C CHASE 4" PVC SLEEVE THRU FOOTING N • I: CU FM19 TYP. CORNER BAR DETAIL 1-1/z"=1-0" FM23 TYP. FND PENETRATION ' G STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LOT, MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY O'-0"-2'-W W. 10" 16" 20" W/ (2) #5 BARS <674# 6w >2'-0"•3'•4" 10" 10" 20" 24" W/ (3) #5 BARS 6744 V-4- >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. & #5 @ 18" O.C. TRANSV. 1162# 2°$" L !bpi I FILE SEE FOUNDATION PLAN I� LAG V FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. 41Ax. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT-REBAR (1) #5 HORIZ. CONT. TIED' EA VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ.CONT. TIED' EA. VERTICAL REINF, RN GRADE a" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12' LIFTS STRIP FIG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) e! COVER d FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND °.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION, EACH BAR TO AN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM -SEE NOTE 3. IF STEM IS REQ-D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #y CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0' LEGS IN KNOCKOUT BLOCK @ 16" c O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 6" h * TALL (TYPICAL ALL CORNERS) C. 6AF STEMWALL IS WITH IN 5'-@" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8.11403.1.4 MINIMUM DEPTH, EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R4031.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS oN So vi ' N;o 87g64 9" jpt p"T F L O , �\� to W $R$R$R LO 0 ti ��e o a #S pwMF7 a a Sgg F Q a9°6 RAJ y S�, 4' S� L9�.�i D_ K > MdE� g fi j$j' 5i� x;;.R` m QLL J 35"B S 1 9 3 fn 1°-$'if5 WWW.FDSENG.CGM ❑ ❑ ❑ z Z 0 _ O Z N a _ r n Z m I N C9 W -C O w � c rO�W�e od; — <C�000n 4m PIA ■■Q LJI0%M IIl7 FLORIDA CONTRACTORS UCENSE NO. CRC1330146 f00 GULFBREEZE PARKWAY v LFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 'I Job Information: I..L j z �m O W c C m M 2: m N 3 d OM v/ U u- IVIModel Name / Number: �1*t•: Plan Issue Monday, January 11, 2021 VI KA PROJECT NUMBER: 20-9736 Sheet: 3 ®gA 0` iC■e�IL FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508 x 3 = 7524 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 36,524 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 26,524 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 40% OF "A" _ (.40 x 26,524) =10,610 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 200 AMP PANEL PROVIDED 3m INSTALL FAN ' \ "INSTALLFAN BOX PREWIRE `\ BOXPREWIRE. \) / fs d IGF 22c 1101 F4 FOR HOOD-'1 ;GFl PINSTALL FAN ,BOX PREWIRE \ `\ INSTALL FAN BOX PREWIRE 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" AFT BATHROOM 39" AFF LAUNDRY ROOM 36" AFT EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. , 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION) 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9.. R315.1.2 COMBINATION. ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALLBE EQUIPPED WITH A. MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OFTHE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR I / . - $ SINGLE POLE SWITCH CARBON MONOXIDE/ 1 SMOKE DETECTOR CM $Z DOUBLE POLE SWITCH COMBO UNIT $3 THREE-WAY SWITCH v FLOOD LIGHT 11 $4 FOUR-WAY SWITCH (� $ FLUORESCENT LIGHTING / ---- GFl \ DM DIMMER SWITCH CEILING MOUNTED FIXTURE 0 TRACK LIGHTING \INSTALL FAN -- --�y / BOX PREWIRE W SCOUNCE (WALL MOUNTED) I I I I � INSTALL FAN BOX PREWIRE jLd I" / / / kh INSTALL FAN BOX PREWIRE`4 6R-- b', cz FAN FOR D/' ' I I "7EWIRE ` lJ I rn — — w r-y \ GFl \ \ — \ / o FIXTURE / ® �G P m 110 VOLT DUPLEX OUTLET I 3 110 VOLT SPLIT SWITCHED OUTLETJC��) CEILING FAN N I r - n GROUND FAULT INTERRUPT '2 DOOR BELL CHIMES r — I 1 I GFl( Q (� WP WATER PROOF W/ GROUND FAULT v {`} I .� DOOR BELL L - 220 VOLT OUTLET ` k a I SPECIAL SERVICES OUTLET DIDISPOSAL \ 220:� 220 o SP - — W'H' TV❑ LV. CABLE OUTLET L[ DISCONNECT SWITCH TELEPHONE CABLE OUTLET ELECTRICAL SP PREWIRE SPEAKER GFl ` \ PANEL � ® RECESSED LIGHTING ❑ 042" J JUNCTION BOX / I �, NOTE: WATER PROOF LOCATION OF METER AND PANEL BOX ci RECESSED LIGHTING THERMOSTAT I'`A' / ; , I '\ TO BE BY BUILDER. iF NO GARAGE SEVICE m O GFl. 1 TTT DOOR IS PROVIDED A DISCONNECT SHALL w a BATH FAN O LOW VOLTAGE LIGHTING BE ADDED AT METER LOCATION. ATTIC ELECTRIC BATH FAN W/ LIGHT I C INTERCOM SYSTEM IF REQ'D BY CODE ® ® GARAGE DOOR RIEVIE \ L.E.D. DISC LIGHT PUSH BUTTON CODE 0 @ 42" -� - _ _ _ �� LT. LUC IGHT - _ ' _ - — COACH LIGHT - B OPTIONALOVERHEADSERVICE VERIFY FINAL AMPS NEEDED \ GFI 200 MP SERVICE ROUND WITH ELECTRICAL CONTRACTOR \ FOR GARAGE 200 = 210 COPPER OR 410 ALUMN. GFI NOTE: IN 2" CONDUIT KEEP COACH LITES OUT DOOR OPENER OF BANDING, QUOINS, AND FOR GARAGE METER ROUND COLUMNS WHEN - - - - - - - - - - - DOOR OPENER DISCONNECT \ POSSIBLE, REFER TO ELEVATION UNDERGROUND 200AMP A/C DISCONNECT FOR TRIM. , SERVICE BY POWER COMPANY #14COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AN�IIE GFI PANEL # 10 COPPER TO WATER HEATER ` ` \ @ 4?r" BIBS # 8 COPPER TO RANGE 1 INTERSYSTEM-9#8TO HVAC ` BONDING ` \ i TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 1 1 1 1 COACHLIGHT ' - --- - COACH LIGHT - --. _ — - _ _ _ - COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0" ELEVATION "A" & "B" 8) APPROVED GROUNDING ROD W MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. Ii.1 g- MIg w Io v o fV c0 In � � W N $q$q g" A Wmme€ ai:. a 2 R 1 r OF LLW a 13 H Iwo O 2 gi E R a Xez LLo� v L 0 6 Z d d I- -g rn s z y g 9 WWW.R1Se/6.00M ❑ ❑ ❑ O _z Z N Z y J N a —n z m Ln V y G! rvss IV W G o y 0 ,+' Ln c • .. I,, VF S O la- . x ® L DAMS HOM 3 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY P FfREEZE, FLORIDA 32563 SION LOCATION: OUN'PORT ST. LUCIE Job Information: O I- p2! N m . 1 0 Ln 0) > m N N N m 3 r- (D a JmU)U) Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 VI KA PROJECT NUMBER: 20-9736 Sheet: Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = 3F / 300 / 2 * IA4 = net scl Inches rtf variting needed equally for Intake and exhaust / \�49" Off RIDGE VENT 6 TOP OF BLOCK 7FIN TOP OF BLO — - — - — - �' 'DQAHEAD1fb 23 SH LITE LITE TEXTURED CEMTEXTURED 12CEMENTITIOUS COATING 25 SH EMENTITIOUS COATINGIFIN. FLR. FLR. — _ 6 49� T LEFT ELEVATION "A" 4e'OFF RIDGE VENT 48"OF RIDGE VENT SCALE: 3/16" =1'-O' TOP OF BLOCK W'DOW HEAD HGT _—_---_—_—_—_—_—_—_—_—_—_--- o ao m i0 48' OFF RIDGE VENT 48" OFF RIDGE VENT ® ® — FIN. FLR. 25 SH 25 SH TOP OF BLOCK O 00 09 FIN. FLR. RED 25 SH LITE CEMENTTITIOUS COATING I 2650 SH 2650 SH I II �I I DEL 3050 SH DBL 25 SH DBL 25 SH TOP OF BLOCK O 00 00 tD FIN_ FLR.� _ , REAR ELEVATION SCALE: 1/4" =1'-O" 3068 DOOR WITH (2)- 10" SIDELITES & 56" X 16" ARCHTOP FIXED GLASS ABV Soffit product provides _ 4.12 net sq in / sf Ridge vent provides 18.00 net sq In /If Off ridge vent provides 138.00 net sq in /sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) s.f. Total needed for exhaust for upper 1/3 817 net sq inches Total needed for intake (soff it area, lower) 817 net sq Inches Number of Off Ridge Vents for upper 1/3 needed 6 LF. of Ridge Vent needed (can be used in combo with ORV) 45 Lineal Feet of Soffit needed to meet required 149 Lineal S.F. provided by plan , ?,5✓} LITE TEXTURED CEMENITMOUS COATING RIGHT ELEVATION "All SCALE: 3/16" =1'-O" DBL26 SH ARCHTOP 8x7 OVERHEAD 16x7 OVERHEAD FRONT ELEVATION "All - SCALE: 1/4" =1'-O" TOP OF BLOCK V'DOW H AD HGT 4 ao RN: FLR. REVIEWED V CODE COMPLI, ST. LUCIE BO( 'ILE COPY w C7 4 00 � on on m a to Sw88 ■ Cp m ro t lie f * * * 08 go 6 d02 S_ N m�mg$ a a Egg Q �LL w Vj EP O BM°? a M 3 s a �gg Q-2UP, ?N 'g—g a a K a&��V ��.� ■ U J V7 ^VM .MSMG.COM ❑ ❑ ❑ l 1 ) O M z o z z 8 00 W a3 1 z N V I/ Z r N t/) m �4� W V) c A� m fa U NC4co /\ �Q. W a Y-1'.M0M ,y Q N G 80 44 ® r%A1MC LJf%MIW= LLORIDA CONTRACTORS LICENSE NO. CRC13301 3000 QULFBREEZE PARKWAY 4ULFBREEZE, FLORIDA 32563 Ir PORT ST. LUCIE IVI Job Information: I..L 0 H � Z °° W > co N 3 Z e—m a J W ML o Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9736 Sheet: ELEVATIONS - A SEE DE G.C. TO PM BLOCKING' W/ APA REI FOR SPAN F 7/16" OSB SEE'HIP/R BLOCKING' ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 16/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT RE UIRED AT HIP SECTIONS 71 -CONTINUOUS BOTTOM CHORD mill alum I mill BOTTOM CHORD GABLE END BRACING @ —/ LOP CHORD 2X4 #2 SYP 4'-0" 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 2) ' T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANFNT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-(12:12] (SO FEET) (-) VALUE DENOTES SUCTION a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 •51.06 di1.0610GABLE .37.00 .37.0E -56.99 -51.99 -58.99 -76.03ROOF FAILING SCHEDULE[ NAILING ZONES (SHINGLE ANDTILE); ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDZONE M@- 2e, 2n, 2F. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ZONE 3, 3B, 3r ASTM F1667 RSRS•03 (10d) NAILS@ 4" O.C. ON EDGE AND 4"O.CINFIELDROOF SHEATHING SHINGLE: J2327 EXP. 1 (4020) TILE: '1'S32' EXP. 1 0U20) �: 1. PER CODE ASTM F1867 RSRS-01 REFERENCE TO ad (2 36" x 0.1131 NAILS 2, WHERE THE SHEATHING THICKNESS IS GREATER THAN IA32", SHEATHING SHALL BE FASTENED "'kkk 10+ * WITH ASTM F1667 RSRS-0310d (215° x 0.131") NAILS OR ASTM F1667 RSRS-04 (3' x .120") NAILS n 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W1 BLOCKING @ 16. O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 14:12]-[12:121 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGE$.A MINIMUM la" SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le. O NAIL AT BASE 2 ROWS @4" O.C. W7 Bd COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4"O.C. w/Bd COMMON NAIL. © NAIL OPENING PERIMETER W(2) ROWS C D.C. wI SO COMMON NAIL, O NAIL INTERIOR AT 6' O.C. Al Set COMMIX) NAIL O STAGGER ALL VERTICAL JOINTS &MAIL 04. O.C. w/Sd COMMON NAIL O PLYWOOD SPLICES@HEADER - NAIL SHEATH ING TO HEADER W SO COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BCTT. © (2)SO NAILS 03'D.C. TO EACH TRUSS END OR (Lb VERTICAL MEMBER IF GABLE END EXPOSURE SHEATHING PROVIDE BLOCKING I I II AS REQUIRED PER I I II SECTION X-)( IF NOT _Ix_--.u____, FULLHEIGHTSHEET — — G FLOORSYSTEM NOTE: Ild NAILS FOR WALL SHEATHING MUST BE MIN .131"X21/2". DO NOT OVERDRIVE NAILS; FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN IE" C4.2X TOP PLATE BEYOND 15/32" OSB EXPOSURE I SHEATHING — 1i — — ---------- — n Ii a li 1 I I III 11 I I I I I7 I 111 II II' II 1 III II I OUID 2K BLOCKING EDGES OALLSHEATHING w � III I11 II III III C: 11 II' II I B I '❑ ) III II //III It 1 III. II � II I I III II D II I (SEE9ECTION X.X) O F III II! .III OPENING II 11. II I III II 11 I IIL—_--JI __ L___ I III II III X III__ L___ II II I 11 II p LLI IT III III III C III X II II I III II 111 II II 11 I STUDS BEYOND. w w8 11 II III IILI III III III III III 1 I I I II II 11 1111 I I II I I I it 1111 I I I II IILI I I I 11 I I I I II I Ill 11 I III N II II I III 11 II 1 I II ❑ II II I II I II II II I tl) II 11 II I ZEE PLAN x m� � 0 y— III I I I 11 L 111 II III I 1 ALL SHEATHING 2x RIBBON OR BLOCKING - BETWEEN FLOORSYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/8" 'T=NAIL SPACING 3/4" SINGLE NAIL EDGE SPACING 1l2 DOUBLE NAIL EDGE SPACING =1-6 r- N W xDLL GN�2 �2x4 P.T. BASE PLATE BEYOND SEE PLAN TYP ATALL PANEL BLOCKING LOCATIONS MIN 2 X4 &2 SPF TURNEDVERTICALIA TfIB" FLITCH PLATE TO WI(2) 12d TOENAILS EA. END. NAIL FUTCH RATE TO VERTICAL W/ (4) Bd NAILS Sd NAILS @ 3" O.C. SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAW FROM -Ml25M 3CFA Bess LRIESW BEARING POINT TRUSS ACTUAL CONNFCtORM CONNECTORTPLIFi DEMGN FA$iFNERS. NOTES UPLIFT RATING Cl-05,CSV- CSV,CSAE7,E7V,G0l, L/R -349 kor less HETA16/PERTRUSSMFR 0100 (9)10x 1I/2 H1, H7, Al MOB B04, C3C, UP, OP, ESP, LISP, Mel L/R �661 kor less HSOA/PERTRUSS.MIR 1340# (18)10d x 1112' (9)10dx 11/, eL 901, B02, SOS -W7 L/R -'ll kor less -HETA16/HETA16 1830#/18104 (9)10d x 1 1/2 All-M6,W3 L/R -IC20 Cor less HETAl6/HIOA 18108/13404 (9)last xl1/2 (18) IN x 1 1/2 (SBI l/2 IOI L/R 95, o less H10A/HSOA 1340d/1340N 1% 1 (18)lOd 1 1/2 (20)IN 11/2 BOB L/R -1731 For I., (2UETAl6 /(2UETAi6 2035#/20354 12011od 1 1/z (20)lod 1 112 A17 L/R -2052 d or less (2)HETA16/(2)HT520 2500k/2900# (48)10d x 1 1/2 OAs C5A L/R -138 por less PER TRUSS Ml (9)10d 1 1/2 MIT, AOSA MlB A06 ACT, M8 L/M/R -1270d HETA36/H10A/HETAl6. 183op/ 1340#/ 1810# (18)lN 11/2" (9)led 1 1/2 (9)10d 11/2 A02 A➢5,AO L/M/R -1121#or less HETA16/H10A/H10A 1 8104/ 13409/ 1340# (18)10ex 11/2 (18)10d x 1 1/2' ' (2o)10e x 1-w/2 PA9 L/M/fl -2945 por less (BHETA36 / 13)HT520 / 2500IX/4350p/2500d (72)]Od xl-1/2' (21HETA16 (20)10d x 11/2' PBl - PBS CONT 2644 or less PER TRUSS MFR A09SUPPORT COWMN CB JOINT p16 2944 ♦!" 14R5 1iDUy-BDSLS 5645p (14)I/Vxzl/2 5D5 W5& 8" MIN, EMBED 5/8"Epoxy AncM1ororATR I (1)1/2" W Wee Anchor & (8) All SUPPORT COLUMN C2 JOINT Nil 20524 IMs DTF2T 21458 1/4"x1l/2 SOS krew, 9 ETS 2/2 ! 0 f�9fA1KAyTORER PROBllll nleFS. DATE OFIAYOUT DATEGF TRUSS CUi6H6 $ i L=LEF�R:RIGNT&MsT11DDLE BEARINGS AFARINff1A7CAT1O2{SAKE REFFAENCED TO TRUSS MANUFACTURER'STRUSS DRAWINGS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE MARK TYPE CMNECTORBFABTENERS WE WYP OFRAMEN HETA16W 19) d LTM MASONRY FETA20W(W16dx1 VT 1810 FNA"E TO HIJAW(loyad WJL9 63N BBB OFRPMETO MASONRY OFRAME TO MASONRY QFRAME TD Mg9MRY FRAME TO Z FRAMEAME MAFI FRAME TO J8 MASONRY, I t? t014 1040 2PLYTRUSSES 979 1060 ,T EXTEflbii 660 9w tl TOEIUIL9) T KIP. W f 2' 9930 3N85 "9EPEPDXY AT EXTENM 1t26 1310 2d TOENALS (ATEIRERIOR 125G 2820 2d TOENALS )(2)ST A.T.R. MPSOFI"SET' IN90 20.MY) ROOD SCREWS 34M 4725 AICHOR BOLTS NFAB 2 1)dl 2030 HERR SS) LYTRUE( 35D M 4060.M R FRAME (EA) 324W 870.E KISSICREW9 LYTRUSS) 4730M all R PRIME(EA) w1" RHODE, I IN A00110d Gnaw USP- CONNECTOR SCHEDULE CMNECTM&FA9TEIQ38 6PF SYP MMBW00Ia)I R'M 1585 1870 FRA20W(10)tMx11/7 RTTA W (1G)Btl NAILS 616 BBB RE18AW(17)10dx111Y 6M I= W(16)1Mx1112'AT2PLYTRUSSEB No 1060 1W114)10 1x1f(ATEXTERIOR tM0 11B& LION INCLUDE 3 i?d TOENMLB) S WOUR1 M NALS AND MP AT.R W = 4185 IEOI.ENT W 91MP90N'9EP EF(UC! IO TEXHALS 1206 I690 cNIMMxIRMI AOM INCLUDE( 12p TOENALS IMO Wµ8)1M x 11M"(AT EXTERIOR 2570 3060 NON INC WOE (Ill So TOENAILS (EA) W 0611M NAILS AND (2) WE AT.R - EMEEDMENTW 61MPSM'EE7 70N 97W EPDXY (MlEDR 3-MY) W(12) W83 WOOD SCREWS AND 7t00 TFN99) M 3100M W1E(EA) Bel 3800E 4020-F WS20 S180M 7050-M .ME(" ME(EA) Made MUFF, &O011M G9&OIX O MA9MRYl �(12)1H'x29/4'TREN RO MAR.)- WBIO U41135 (12)1I4'x23/4' TAPOONS(TO MA6J ll#1093 t16650 FRAME ON IT 2) 1M& IS, 10d(FOR FRAME) SYPF SYP.M M(1211M A(a) I M TM FRAME) SYPF S)" T7 CO HETA18 OFT(2) HETAN 1930 t920 (2) HTAt60PT (2) HTAW MOFRAME MASONRY 1-PLYW(1011Mx1VT pR 23� 2305 1-PLY OR 2430 2430 2MYW(12)1M 2FLYW(1a 16d FLYW12)110 HT9M1a W(811M�� eDB1)I9WI14' 93B 1110 HTWMIOY#(61��BW�N)VTXI3M' 1146 12Z FRAME TO O MASONRY GN HTSMM W(1011M NALS AM(4)il4'# IN" 9MI 111E OR IWMX) w/(I%IN NALS AND (4) 1AV11 Md° TAPCON9 MO°ESOLT 114E 1226 OFRAME P TO HID W(0)MITI1 NAILSAND(2)3TW l80 810 MASONRY MAN NOFRAME TO DTT2ZW(3) IN' x1 Vex SC9 HOOD DT6R W(9) 114'x1 IDEM15 WOOD O MASONRY 9MEWS AM (1) 1T 0 A.T.R. EPDXIED wI 1835 SMPSON'SET" SEENOTER4) Xi45 SCREWS AND(1)1/ O A.T.R. EPDXIED W SIMPSON'BET' SEE NOTEM 1510 1L35 FRAME TO HiTE W Plot led #In- NAILS AND(1) SS' 0 HTT46 W(20) IN 4!W NAILS AND (I) O MASONRY ATR EPDXIEOwI SIMPSON'BEP 4 WERMEIRMLOW 3]5 509E STSAT.REPDXIEDWSMPBON°8ET WEE NOTE ION BELOW) - 5005 FAME TO II174 W(1B) 1M 4 W NAILS AND (1) ET D HOT46 W IT 8) IN lir NAI.W AND (1) ® MASONRY ATREPO)OEDw/SIAPBM"SET' NN0 E NOTE 44 SELOW 4235 ETWAT.R.EPODEDW8INAIHON'BET SEE NOTE &ROO 4160 OFRAME TO FRAME X10Ww1129)1Mx1 LT NML9 766 810 LVOTI WFZI)8tlx11TNAL3 B/6 1046 FRAME TO Hall Ad (4) 1M"x1. In' SIDS WOOD 740 MIM W M IMx I IM" NAILS& 1395 MASONRY 9CREW96(s)1NY21/4•TAPCON9 784 (4) Igs x 1 MP TAPCON9 13M FIRMS TO VGTW(16)I/4'x3'SDSWWDE RERl :O MASONRY (1) MS'S AT.R. EIOXlac, N, 50N •'%i" 86pp 4940 W IS MIN. EMBEDMENT TO (2)VGT W (32)1M°xTSOSlM100D SCREV/6 OFRAME MASGPIRV S(2) 6T8 A.T.R. EPO%IFDW9INPSON MINI 7186 'BET' wF IT MIN, EMBEIMIENT O FRAME TO VGT W (1B) 5 W (1 SOS WOODSMEWW& HOLM-9092.5 W(10)iN"#1XZ'903 WOOD 32W '� MWT1IWWES&(1) & wl (18) 416E FRAME SCI(EW34(I)STSAT.R AT45 tOtl wdL96111 MCBAT.fl. OFRAMETO (DHTTSW(521Nd'x21/PNALW& 4SA (2)MTU I62)1&Yx2 tYC NALW Y FRAME _(1) M& O AT.R. 1SEE N0, '1_ SOW &I115T8A.T.R ISEE NOTEpJ - Wes 1. OONNECTAIL FLOORTRUSIBE6 TO INTERIM BEARING WOOD WALLS I SEAMS w/(2112d TOENAILS. 2. OLLTW WTOTWWCMME NSAREMMIOMBYT MMMUFA MKU ,UN.00NPLAN. 3. CLC.MAYI Ein SMPSMORU PCMNEC7KONS.WEEMAMINGMAIdFMCMNECTMCALLDU.. 4. FOR SINGLE PLYTRUSSES, ECAS 011 NEUBw SYP4I PM"TQ}RUSW VERTICAL WESW(2) ROWS OF IN WE$03"O.C. STAGGERED E 12'MN.AT.REMEEDMENT�CMUWONDEEAMU.N.O. 4 SCAB TRUSS CHOFm W4'HI'2x8M12(MATCH CHOTD LUMBER DFd*)wl(TIROWS10d#4'FROMEND&4'O.C. STAGGERED CENTERAT CONNECTOR WCATIONA9 MUCHASPQ90MI.E. A(, MIMMAL CONAll UNOON FRAMING PLAID 1. CONNECTIONFM ALL ROOF/FLOMTWSSESIO MASONRY WALLWILINTELSF OFWALL9 ONO ON PLAN 2. CMNECIIMATZVORWO.C.PENDINGYERRC SMRALLFiffin7RUSSEs PAAN.LELTOMA RY WALUE SEEDETAL F812951 FMMOREINFMMATN%4 3. CONNECTION FOR AI.L KIP JACK(CORNM JACN)TO MMRDNw WALLSIICF WALLSuNnul 4. CONWUIMFMMLCO NMVWRIMBOAR MMPMMASONRYAT3 aCMAKW(2)ATFACH CORNER. G.C. 70 VERIFYLOCATION DOES NOT CONRN.T wITJI (IRAPPLICASLE) LAMLR 5. CONNECT ALL FLOORIRUSSEH TO INTEMOR BEARING WOOD WALusEAN1sw/Cal Old TRKAud; O MINWLCONMF MUNOONFRAMINGPLAN 1. COMWCTIMF JACK TOMWWALLORBEMI © MINMALCONNECTMUNOONFRAMIMFLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH1 SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF,(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16". OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OFTHE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING 15 TO BE NAILED WITH ad NAILS AT 4" ON CENTER AT ALL EDGES AND THEN Be ON CENTER IN FIELD 05.1.1 3. FOR UNDERLAYMENFREQUIREMENTS NOTE . TO9FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRF� S,1„1tiYp}lT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS, W C .'"+Plk"9C con. FOR TRUSS BRACING AND ADDFj1OI�IE ROOF INFORMATION SEE SHEET S-4 nnl C.M.U. OR ICF WALL ° SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/: 11/2" LONG T-NAILS 0 2'-0" D.C. SECURE 1-CHANNEL 912' O.C. FILE COPY METAL DRIP EDGE + 2 x SUB -FASCIA ti ALUM FASCIA CONTINUOUS VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL s/4"=r-0" 1 fig$gg{e—q IC04 S lei OD (� PEW ,F f �i 00 m Pr- �',4ffiw ON LL LL W A6°��' pdimo5 a a o L4i 4 W m �8g zaLLw a o gwsE& W�gW� m m o§ P IL 2N M J as k Me. 2 S �yo sw ; W 0 3 0 �€ �� wWw.FusFiRc.caa ❑ ❑ ❑ UI Z Z o Z .Nd. 1u 71" 6 �. d to 0 m W O �,1/' 0 w V) 7 c(O RS "n V waE W = F ,rr511 mink c N�� a o ego �' m 11AYQ LJIO%UM rd= FLORIDA CONTRACTORS LICENSE NO. CRC13301 n 3000 GULFBREEZE PARKWAY lixGULFBREEZE, FLORIDA 32563 JAI- iU r DIVISION LOCATION: PORT ST. LUCIE e Job Information: O z W o C0 M O M N z CI C.0 00 r o- 0 _j W .I m V) � U) L GD o LL VI Model Name / Number: 2508 VI Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9736 Sheet: 6 Of: OF PLAN A LINTEL BEAM: _ 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL FILL BLK, CELLS WITH 3000 F.B.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAG MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC- W/1 45 REBAR CONT. /�SIMPSON SP4 W/(6) - 1Off X 11/2 / SP6 OR SPB FOR 2x6 AND 2x8 WALLS PLATE STANDARD HOOKS SEE MOOS F-0R MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2.1 #2 SYP/6PF P.T. W/ (3) 1/2" X 8" '7" BOLTS OR (3) 1/2" X a- EXPANSION ANCHORS OR (6). 3- X 1/4" TAPCONS OR IS) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO YM MI kCAI/I3151P/JMGMn) virmu" ry N.T.S. MS03 "AAA ^1,10V rnAlnlCrTlnM nFTAII 20' MIN. LAP #5 REINF. BAR #30R#4 REINFORCING T) 'e• BAR #g A 414 1 AP ON ICE 2A LA #5 REINFORCING BAR #S STD- AO° HOOK #5 I AP SPLICE SCALEa"-V-O' " n IN. #6 REINFORCING BAR * GRADE 40 U.N.O. #6 LAP SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N-T.S. I ATTACHMENT REQUIRE ENTS SEE TAPCONS SPACING # ROWS 2 x 4 1/4- X 2s4" 12" O.C. 1 2 x 6 1/4" X VA" 12" 0 C. 2 2 x 8 1/4" X 2s4" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTEN ING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, 'PRECAST- � UNTE1 w (2) 2X P.T. BUCKS W/ BETWEEN F-�-Y FASTEN PT NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 114^X 4 1 /2" TAPCONS- SEE OTHER NOTE FOR SPACING REQUIRED MS11I 2x BUCK DETAIL I N-TS I LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: Adams Homes Model 2508 3CF A - 8'-01' Plate STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 168 405 89 8F16 - 1B / 1T (min.) 2 9'-411 1843 168 1136 89 ° 8F16 - 1B / 1T (min.) 3 71-6" 2661 770 1624 367 8F16 - 16 / 1T 4 7'-611 2661 1553 1624 772 8F16 - 1B / 1T 5 41-611 6113 168 2707 89 81`16 -1B / 1T 6 131-411 1075 146 607 174 8F16 -1B / 1T 7 71-611 2661 1553 1624 772 8F16-1B/1T g 41-611 1 6113 1 2029 2707 1 1065 8E16 - 1B / 1T O O CU O ELEVATION "A" & "B" IN HURRICANE ANCHORS (TYP-1 9 REBAR AT TOP PINT. (1) RI TOF FAR R AT BOTTOM OAVItt M R.MR RCIN° Tare'AcruAL ,euvlrxp IN LIN-eL (VAR a) a' NOMINAL WO-4 TTII DESIGNATION P.PIL-0WI'H aRWt /LL•4YA1G II RnANMT OP R RI'LM AT BOTq'I � _Ni= GAYRY SF16-1B/1T NOMINAL UJI OYAN 11Y Q r6 NON NAL 4-1 Nn REBAR AT TC MATERIALS 1. Pc precast lintels - 3500 psi. 2. Pc prestressed Ilntels = 5000 psi. 3. 111 grout = 3000 psi w/ maxmum 3/8' aggregate, 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Reber provided in pretest lintel per ASTM A615 GR60. 6. Field rebar per ASTM A615 GR40 or GROG. Prestressing strand per ASTM A41.6 grade 270 low relaxation. 7. 7/32 wire Per ASTM A510, 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled Ilntels as required. 3. Installation of Ilntel must comply with the architectural and/or structural drawings. 4. Untels are manufactured with 5-112" long notches at the ends to accommodute vertical cell reinforcing and grouting. 5. Aft lintels meet or exceed L/360 vertical defeeUor, except linters 17'.4" and tonger with a nominal height of 8" meet or exceed L/1SO. 6. Bottom field added mbar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire titre to are welded to the bottom steel for mechanical anchorage. S. Cast -in -placer concrete may be provided In composite tlntel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Lintel min. depths are called out an lintel plan. If contractor Installs a deeper lintel then Inciloated On the plan, doing this increases the Strength ofthe lintel and is approved without engineering letter. if a smaller lintel is installed contact EDP for approval. SAFE LOAD TABLE NOTES I All values based an minimum 4- bearing. Exceporm: Sate loads for unfilled lintels must be reduced by 20% If bearing length is less than 61 Safe loads fen ail recti Ilntels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed ai lowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5, Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rcbar may be substituted for two #5 reba s in 8" lintels only. 7, The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away, from the face of support. 8. For composite lintel heights net shown, use safe lead from next lower height. 9. All safe loads in units of pounds per linear foot. PRECAST'U" LINTEL W/30OMSI CONC. AT OPENINGS SEE GENERA CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLD W/ (1) #S BAR FOR ALL WINDOW OPENINGS 616" AND LAROERI SEE FOUNDATION PLAN 10" IJ HOOK I,sI, - II RIF fi�P'9 STD. 90 DEGREE ANGLE 3000 P.S.I. CONC. W/1 #5 DIA. REBAR 8"xa, x 16" CMU U.N.O. REVIEWED F CODE COMPLI ST. LUCIE COI BOCC GROUT SHALL BE FLUSH WITH TOP OF WALL 90 HOOK N L COPY � S I MS01I BLOCK WALL REINFORCEMENT I NT.S. I TYP. BOND BEAM S"x8"x16"K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FIG. TO BEAM WITH 1 #5 BAR MIN. TYR DOWEL 25' MIN. LAP (ACI 530) ►d �E_ 6 fL1 C O� F Ak Qk iJk A1�py 0 Rsm� g SID rr- min�o� m�fv a a 9 gb'Pw Q�Rw "� a W gg 103oRCm Q mra 3 0 p cc YS! 1 $� 6.� mm�;Z� mN N Z � m on J Q Q Q €' 8 M 0 0 " a in 0 ' § ° z U ? h R VNAt FDSENG.COM ❑ ❑ ❑ - (D Z oof -0 N O ZAiiiiiiiiiiii J D_ r z M J1 W C O W� Li � t6 U J �r f F- 5 a0 = ohm . U aom / DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: 0 z m c 14 to UjDor 0 4 m Y 3 � m m 0 N m � 'a - 0 J W J m (n Cn u- VI Model Name / Number: 2508 V1 Plan Issue Date: Monday, January 11, 2021 ♦ I KA PROJECT NUMBER: 20-9736 Sheet: jL Of', LINTEL PLAN o SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2)'%"x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. ' qa: ' •' II �, (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" ° "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o ;; I, SECTIONAL ® OVERHEAD DOOR CONT. P.T. #2 0 7 WOOD SYP 2")(6" eo„Illlul��� ': ° / I •:'r, r n TRIM •r:n• •; 4 Iu£ '°° it �.` GIN 2"x6" P.T. WOOD JAMB q q •', OF * DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB L° 9 •• F 0��F . TYP. GARAGE DOORIo�PaO TRACK MOUNTING DETAIL ° NOTE: DETAIL CD22 / 54 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.Ts. 15 a 4Ig_ Ro I 'all m a I �a; I] R ¢ OI LL LL LL 0 mm 9e w 3 BLOWN -IN R-30 INSULATION PER FBC s 0 A m d LL L' O ' AND ENERGY FORM SUBMITTED WITH ✓? Z 0 1i 16 s 9 - BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES 12 AT EAVES (FOR VENTED ATTICS) SHINGLES OR F 5 Q M1 0 F W m m m - FBC AND ENERGY FORM SUBMITTED , FIBERGLASS €" r €' Z FS. d a s " K 12 WITH PERMIT APPLICATION TILE ROOF PER ELEVATION SEE PLAN ( ) H S J 8 s 2 a ? o PROVIDE BAFFLES AT EAVES OVER UNDERLAYMENT SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA PER FBC 905.1. " ❑ ❑ ❑ PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE t°- w .FOSIAGWN FIBERGLASS SHINGLES OR � TILE ROOF (PER ELEVATION) TRUSSES 24' O.C. @ [RSH] - ON FRAMING SHT. FOR ShTG &FASTENERS. OVER APPOVED UNDERLAYMENT ' (�� ��� ' �' m ' PER FBCR 905.1.1 OVER APA ' ' I ' TRUSS ANCHOR (SEE PLAN) 0 � 0 PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR ' _ _ SEE PLAN FOR - - BRG. HT. Z Q� SHT'G & FASTENERS. , • N W TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL— •. FELT PAPER OR • ° ETAL DRIP EDGE a. 13 TO BE INSTALLED ON OUTSIDE • FACE TRUSS PLATE y 2x SUBFASGIA 3/4" P.T. NAILER • • YP. FRAME FOR BUILT-UP (T ) /7 V " J LL ' - — - — - — - — - — - SOFFIT. SEE ARCH. 1/2" DRYWALL CORNERS min (3) 2x4 OR W iI PLANS 4x4 w/ 2x4 POST UNDER EA ' f-METAL DRIP EDGE 1/Z" DRYWALL // CURTAIN NAILER f 8 x B x 16 K.O. 1 x 4 P.T. @ WINDOWS ��', LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED W/ 8d NAILS @ 6" �////''''���� 1J 2a W-' w CONNECT ALL lac SPUD 2X SUBFASCIA 1 x $ P.T. @ S.G.D. „ „ O.H. W/ (1) #5 DIA. REBAR & O.C.O C AND LATH WITH FINISH/ V) ~ n TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. " 3000 PSI CONCRETE SEE ELEV, " PRECAST "U" LINTEL " (TYP.) ALL SIDES / / � (TYP.) FRAME FOR COR- / O C,\ \ oO /I \ OO O it M U - a E w w 0 PLANS SEE SCHEDULE N HERS FOR NON LOAD a w aw ti BEARING SIDES NAILED t o 1/2" DRYWALL SEE PLAN FOR HEADER SIZE / \ < w/ 16d NAILS @ 8" O.C. = o '® U N o v \ vo ao v N 6 U° Q:m f \\ / DAMS HOMES OPTIOk 15132" OSB EXPOSURE 1 ON O.H. EXT, WALL W/ ALL EDGES BLOCKED. 1/2" X 8" J-BOLTS \ / (1) CENTERED EA. \ / (TYP.)4 COURSE HIGH A.F.F. MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T813 FOR NAIL ATTACHMENT. / SIDE W/2"WASHERS ♦ / CMU BASE FILLED W/ CONC - FLORIDA CONTRACTORS LICENSE N0. CRC1330146 PLY ATTACHED WJ (Z) ROWS OF 16d (OPTION) STAPLE: I6 GA. 13/4" NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. r NOTE: 94" MAX. SILL HGL ON „ FILL CELL -(1) #5 DIA. (TYp.) w/ K VERTICAL RENT w/ HOOKS INTO FTG & AT TOP ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI " CONC. ALL LOCATIONS PLAN Al -Al OF COLUMN 3000 GULFBREEZE PARKWAY H SHOWN ON FOUNDATION ' ..: ' ..° GULFBREEZE, FLORIDA 32563 VINYL FRAMED WIDOW w/ SCREEN N (G.C. TO VERIFY FLOOR PLAN " & FLOOR PLANS N ;° y-- comPLIA DIVISION LOCATION: LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO P SIMPSON LSTA30 R PLAN E �'®U� ` PORT ST. LUCIE OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM SPEC." '"" STUDS ARE REQUIRED). j & TO FRAME BELOW Bocc ♦ Job Information: Olin NOTE', 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL W/ SCREEN CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SILL FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 ZX STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL v PER FBC AND ENERGY FORM MORE INFORMATION). SEE TB13 1/ 2" DRYWALL ON SHEET 6 (XTERIOR FINISH; SUBMITTED WITH PERMIT J SEE ELEVATIONS , ' N m FOR NAILING INFORMATION FOR APPLICATION Z O 0) LO R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE FTG. DOWEL #5 DIA. REBAR 1 x.2 P.T FURRING 17" IN CONCRETE - 25" 1 x 4 P.T. EXTEND (ACT 530) ABOVE W ,0 0) N 0 >_ �' 4 Y y M AND ENERGY FORM SUBMITTED w/ 1/2 x $ A.B. (OR.1/2" x 8" T1TEN BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 > co WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN Al , Al BUILT-UP CORNER MIN (3) 2x4 OR 4x4 POST w/ 2x4 UNDER m CN m E 2 2 MIN. FROM END -SEE W507 WOOD BASE � POST EACH END OF BEAM i M U W r` OL E SEE FOUNDATION PLAN FOR TERMITE SHIELD ; SEE FOUNDATION PLAN FOR I SLAB INFORMATION O J W Ln O FOR SLAB INFORMATION TOP OF SLAB _ _ TOP OF SLAB NOTE: ! 2 X 4 P.T. PLATE �' r ^ aD ti J m U) - - -. _ --- ---- _ _ .. BOTTOM STRAPS MUST 6 i vJ 00 _ * INSTALLED ON INSIDE OF Model Name /Number: ' GRADE GRADE COLUMN. DO NOT BEND STRAPS UNDER PLATE. 2508 - 'SEE - PLACE STRAPS IN FILL ♦ Plan Issue Date: CLEAN "d 0 COMPACTED _ �;� PLAN FOR REBAR QUANTITIES CELLS w/#5 REBAR r "' (TYPJ4 COURSE HIGH CMU BASE ,�.i FILL •.; : .: •_ -I ° , ; / " FILLED w CONC -SEE PLAN FOR Lr, SIZE. TOP OF COLUMN BASE - Monday, January 11, 2021 SEE PLAN 2'-0" AFF VI KA PROJECT NUMBER: - SEE FOUNDATION PLAN SEE FOUNDATION 20-9736 16" FOR FTG REQUIREMENTS PLAN NOTE: DETAIL CD21 / 9•2 MAY BE SUBSITUTED FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'0" DETAIL -UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" 1'-0' CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON STRUCTURAL TOP TO ALLOW CONT. 2x4 BILKING @ 16" O.C. NAILS(TYP) I SHEATHING AROUND CURVE. MIN. 2 Ti CUP EACH TRUSS ANCHORS TO 2x8 r, (SEE ROOF PLAN FOR TYPE) SEE TRUSS PLAN FRAME OUT TO FOR CONNECTION BLOCK EDGE FRAME OUT TO LINTEL BLOCK EDGE ,e (SEE PLAN) —HEADER PERR� EXTERIOR SHEATHING ,e _ LOCATION ATTACHED PER NAILING 7/16" O.S.B. 2x8 W/ (3) 12d SCHEDULE TBI3 ON , , EA. SIDE TOENAILS EACH END rpl SHEET6 STUD ANCHORING: '' II 2 7/16" OSB W/ 6d i STUD TO TOP PLATE: 2X BLK'G. /16" OSB W/ 6d I'' NAILS @ 16" O.C. J R-19 INSULATION AT EXTERIOR SIMPSON SP4 2 X 4 #2 SPF KNEEWALL WITH NAILS @ 16" O.C. 12X EADER TO SIDE &TOP NAILER ° WOOD FRAME WALL PER FBC ' R-13 INSULATION AT EXTERIOR W/ 2 - Sd TO SIDE & TOP NAILER SEE PLAN) ® ® STUDS @ 16" O.C. W/ AND ENERGY FORM SUBMITTED 2x W/ (3) 12d AND ENERGY FORM SUBMITTED ' STRUCTURAL SHEATHING ON WOOD FRAME WALL PER FBC EA. END WITH PERMIT APPLICATION TOENAILS EACH WITH P APPLICATION I 2 BOTH SIDE FROM TOP OF WALL (WHEN EXTERIOR WALL IS , AT 16" O.C. TO BOTTOM OF BEAM, ATTACHED (WHEN EXTERIOR WALL IS 2x4 SPF CONTINUOUS 7/16" O.S.B. END TYP. EXPOSED TO INTERIOR SPACE) PER NAILING SCHEDULE. EDGE VIEW BLOCKING ATTACHED EA- SIDE TO 7/16" OSB W/ (2) Ed 2x4 SPF CONTINUOUS EXPOSED TO INTERIOR SPACE) NAILS. SEE DETAIL ABOVE2 X 4 P.T. ; STUD TO SOT PLATE: E LK'G. TO O.S.B. BLOCKING ATTACHED SIMPSON SP4 SEE PLAN FOR / 2 - Sd EA. END TO 7/16" OSB W/ (2) Bid � BEAM SIZE I NAILS. SEE DETAIL ABOVE - 2x BUCKS SEE MS11 �.�: / LINTEL �� 1• BUILDER FRAME EDGE VIEW ANCHOR BOLT I FOR MORE INFO T-0" MAX NOTE: HOLD FRAMING 1/2" ' RADIUS AS REQUIRED WINDOW OR DOOR OPN'G BACK FROM FACE OF BLOCK @ 32' O.C. FOR SHEATING TO BE FLUSH WINDOW OR DOOR OPN'G `tea O TI rr/?q, WITH BLOCK FACE 8" CMU WALL � � 2x BUILD -OUT BEYOND �°0° 70 p Q EPNSE . :uj G +• 3/4"=1'-0" WF38 KNEEWALL @ ENTRY FRONT WALL WF01 DETAIL @ ARCH WINDOW FRAMING N.T.s. WF02 DETAIL @ARCH WINDOW FRAMING N.T.s. WF21 KNEEWALL @ENTRY FRONT WALL N.rs. a PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOPPLATE ATE ATTACH W/ 12d NAILS O.O. 3" O.C. OUBLE 2x4. e, T�Si bel®�� °�`,.. In (SOLID BLOCK W/ 2x6) TOP PLATE 'a ,\ \\ STRUCTURAL SHEATHING 4g„ �� O �\ 7/16" MIN. NAILED W/ 8d 2x4 STUD M7N COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE FULL SHEET FROM ` \\ BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR �` �` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD �� ` SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �` �lF_�(1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN „ FRAMING r` ` TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 o NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF a GT N\ �` STUDS) 12d NAILS @ 3" O.C. 8 `g "'' W ~ m rro TOP PLATE TRANSITION PLAN FP,SI SEE +' Huczlo ejjw 3 m I ` SIMPSON HUC410 OR (2) s m F. F g ,( p PIPE OR DUCT w/ UBLE 12d TO BUILT-UP COLUMN A` �vn + +I PENETRATION THRU TOP SPLICE �.�"� ' SUPPORT COLUMN BUILT-UP MIN. 8 : m M �. S a a 17=I+ +1 y TOP PLATE w/ MORE , (3) 2x4's OR 4x4 W/ (2)-10d f l'§ p ° Q 21 LL a W ,Y I o THAN 50%OF TOP ROWS 12d , „ m Z B� `? NAILS @ 8" O.C, EACH PLY 2X TOP PLATE TO I (SHOWN AS4x4)>? �' Z=cmraS' z 3 PLATE WIDTH INSTALL @ 3" O.C. ' , 8 d rg , 2 � q a "3 - GABLE END W/ 1 Id > SIMPSON PSPN516Z (2) SIMPSON HETA20's a"= ".$' 4 I• � m m m ¢ 3 NAILS @ 6" O.C. I W/ (12) 16d NAILS TYP. ,y7 ,,+" /( ) m.g; �i a 48„ w 12 -16d EA. TO COL. n YI ,+ m I TOP & BOTT. o T$ 2 e 7N ,'� `*, ALT: (2) MSTAM36 STRAPS 5 IF v `" < M_ k NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS + «I + « OTTOM SPLICE WALTYPIL BLOCK ,�' Ea TCENTO W/ (13)-10d NAILS E E l,c 1�, a ;r O to to 0 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD G BE M 5 .E o s ' ; t , "^ W 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ W/ SINGLE BASE &TOP (1) SIMPSON H2,5A CONNECTOR @ EA. STUD TO '� WVA'.FDSENG.COM El ❑ El TOP PLATE W 8d 2 1 2" x 0.131 NAILSPLATE W/ SHEATHING LYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED /\1i•'/{j z COVERING NOTE: z n PLATE LENGTHS MUST AT Q LEAST 8'-0" LONG. TYPICAL � in GE15 FALSE BEAM AT GABLE END N.rs. WF17 TOP PLATE SPLICE DETAIL 3/4"=1'0" CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T-S. V J z N V j m 2x8 SYP #2 �v TOP & BOTTOM V — ATTACHED W/ p w� c (1) ROW 16d 2x6 SYP. #2 �M WNAILS @ 16 O.C. RIPPED F $ o _ O 1• 5" 1"` 14 BOX HEADER DETAIL C Sao =6 * CRIPPLES MAY/MAY NOT BE PRESENT. a a °° 4111 n IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION A DAMS HOMES (1) JACK USED AT EA. SIDE Q �( EACH SIDE OF 2X BLK'G. Lj OPENING G.C. TO 2 W 2.8d INSTALL (3) TITEN HD. EA. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ 12) (3) 2 x 6 LAMINATIONS W/ (2) FJ " /H'XB EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 16tl COMMON WIRE NAILS PER SIDE INTO CMU AT (D =0.148', L-- 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D=0.132•,L-3-1/2")OREQUAL (ONE INTO EACH OUTSIDE FACE) E=0.162".L=31/2")OREQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER ANCHOR NAILED TO TOP PLATES, a HEADER & JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NO. & SIZE OF HEADER SIZE RAFTER TIES RE -VIEWED FOE 3000 GULFBREEZE PARKWAY &GRADE EACH END CODE CiUIVIFI.IAWt GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 '}1 DIVISION LOCATION: BEAM SIZE ST. L.UCIE COUN NOTES, CONNECTOR REQUIRED �OCCi PORT ST. LUCIE NM 1) ADJACENT LS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4•DIA. x 51/2" LAG (3) 16d OPPOSITE SI DES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) SEE PLAN . Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION 16.3 FOR SP4 AT 2X CRIPPLES @ 16" O.C. SEE SCHEDULE THE THIC ESS OFTHE LAST IAMINATION. ADDITIONAL INFO. COMMON FOR WILL W/ SIMPSON SP2 TYP- ^, 24" O.C. NAILS(TYP) HGT. TOP AND BOTTOM 2-Rows 12d NAILS WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED@ 41�10— FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG ; �: ; • `•Y CMU— �r. FOR OVERHANGS BETWEEN 5/8• TO 11/2- M-M M-L� �HEADER PER LOCATION --.a, go Pp O.C.• SIDE & TOP INA ERy,II 2x W/ (2) 16d TOENAILS �.FEACH END TYP. • • / ! ! ©ATTACHED TO • :r NAILS. SEE DETAIL ABOVE ELEVATIONI SEE •' R • SQUARE.. • BOX HEADER —j � 1 I 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) 10'-0" - 16' 3 4 3 4 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED 1..1. LSTA30 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 N m rI STRAP S.Y.P. HEADER W/ CO cLn 1/2" FLITCH PLATE W V O Sod NAILS @ HEADER,(U.N.O.) M 8" O/C TYP. > B DOUBLE 2 4 FILLING AND BLOCKING AS REQUIRED FASTENED TO M N 3 x ~ d CRIPPLE STUD TYPICAL (U.N.O.) HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS O JMJJ � L�I•1 (O NOTED OTHERWISE J W (1)W VI Model Name / Number: 2 x 4 STUDS TYP. 2508 SIMPSON H1T4 W/ (18j CMU 16d NAILS & A 5/8" V Plan Issue Date: EXPANSION ANCHOR Q DF W/ 6" EMBEDMENT U.N,O. & OR 8 1/2" AT GARAGE Monday, January 11, 2021 V KA PROJECT NUMBER: STEP DOWN * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P-T. BOT. PLATE 20-9736 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D, WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN'G Sheet: S 3 0' MS18 I RETROFIT WALL OVERHANG DETAIL N.r.s. WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF09 I WALL HEADER DETAIL N.T.s, TYPICAL WALL DETAILS *DIAGONAL SPACED AT20'-0"O.C.MAX i '.ail rlrl�\.: \ SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN ' OR EQUAL TO45° _ MINIMUM 2"x4"- ' CROSS BRACING (SEE PLAN FOR LOCATION) BLOCKING 01 i ' (3) 12d i PER JOINT CONTINUOUS LATERAL BRACING- ' NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS ' CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL N.rs. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT �tianitT�� r pNT o`s `e` QP•'• f •'• ' CENTER LINE OF HIP/RIDGE, TYP. ��� BETWEEN TRUSSES W/ (2) 12D S NAILS EACH END TO TRUSS TOP "v N!D O CHORD x Q' t A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING ,����0 L O\�F WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP i A TRUCTURAL ------ PACE ��;UTLTTaLLL1" G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 c TOP CHORD WHEN REQ'D NAIL TO TOP CHORD 0 JACK TO PREVENT SHEATHING -- - - - OF HIPPED TRUSS W/ ` SPAN FROM EXCEEDING RUSSE IF12d NAILS @ 6" O.C. — MAX 24" SPAN (EITHER G.T IA SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SEE SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING g �' m PLAN � F�w@� if 00 r Q � ttoo 2X4 BLOCKING ® 2f obi 0 I� tJi LL Lo g��� ;+ 0���$ a BETWEEN TRUSSES HIP TRUSS BI � a'�a�€ 3Am 9 a link a1 sue' LLC dw� q O2L- H/RIDGE BLOCKING DETAIL NT.�rn0TB03 B04 TRUSS BRACING OVERLAP DETAIL (TY N.T.S.N.r.s. a Q ZNNt ¢ k ILBI�mw a a 2 ¢ � ° £ 'IA ° ❑ ❑ ❑ \//���WW1W).fDSENG.CGM z NJ 0 8 TRUSS NOTES: rI Q J y 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 AND a (TRUSS PLATE INSTITUTE) GTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT z r IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED V I L/T m TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. W w 2. ALL BRACING (DB,CB,88) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL O LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAAMUM. _ 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Q Lu 2- ���...........,,, ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. Ln CO RI {� SEE TYP. TRUSS BLOCKING DETAILS (LS U N E SHEATHING c o li 3 TO 4 TRUSS X4 AS SHOWN V 0 TRUSS SPACES [ALTERNATE IRECTION C , 7 y0 Q N O'°d M Q..W _rTRDB DAMS HOMES D.C.• ' SEE 127- NAILS VERTICAL SCAB 2X6 #2 SPnIOD W/ (4) 12d TOP &BOTTOMHE TRUSS SEC ION TOE TRUSS OR HCLR/LL IN PLACE OF (Tj FLORIDA CONTRACTORS LICENSE NO. CRC133O146 REQUIRED @ RAFTERS GRE•••• B-B 3000 GULFBREEZE PARKWAY SEE PLAN OUBL.E TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE-EG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS apt "� 2x STUD WALL SEE PLAIN VARIES W/ ROOF C COMPLIANCE DIVISION LOCATION: SLOPE \ / PORT ST. LUCIE CONY. FRAMED RIDGE \ ®' L1�� W'1L T T, IL�J®1C IE C®V ♦ Job Information: MAYBE NAILED MIN. VERTICAL SCAB 2X6 #2 \ / \ 2X4 SPF BLOCKING \ / ^ d WHEN IT LANDS 48" D.C. W/ (4)12d \ BETWEEN TRUSSES / BOCC USPF NEXT NEXT TO PREENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & 801TOM OR H5 OR \ \ . @ 48" O.C. MAX - SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d B REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ \ / THAN S'-O" \ 2x4 SPF BRACE / \ (4) COLLAR TIE \ \ 1 d AT EACH END & EVERY d $H EATHIN- AFTER \ \ ALTERNATE DIRECTION \ O CB \ L 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) x " Z y m � 0 EACH END. CW. EACH BAY B TB 2X4 SPF W/ (2) #iX31/2" / / TRUSSES C p CLO ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN W N BLOCKING OR H5 @ 4W O.C. / / N Ul M PRE{TUG. TRUSS \ / / STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. \ \ \ / / f /� BILE COPY M N 3 3 LD m n 'a SEE PLAN FOR CONNECTION SIMPSON A34 OR W KT B 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD * 2x8#25YP RIDGE BEAM TRUSSES W/(2}12d NAILS Ca (USP MP4) N \ \ / / 2'-0"ON CENTER \ \ / / .M_I O W , w cn OO L� L/J AT 8'-0" EACH END MAX TRUSS 2x8 RAFTERS @ 2'-0"O.C. 2X4 SPF BLOCKING \ n / V BETWEEN TRUSSES ♦ Model Name / Number: MAX. W/(3)12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM Y @ 24" O.C. MAX.W/ (3)12d EA. END (TYP.) (SEE PLANS FOR TYPE) 2X4 RAFTES )THAN FT ®2'-0R DFORMAX SPANS / LESS SEE PLAN / •\ 2508 CMASONRY WOOD COMMON TOE NAILS TO RIDGE BEAM STEELR 2X4 CONT. BEAM SUPPORT T & 8 CHORDD G ♦ PIan Issue Date: Monday, January 11. 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE ♦ KA PROJECT NUMBER; @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION ao-9736 2x4 S.Y.P. @ 16" O.C. Sheet: S Of: TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N•T's• TB1S EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS W 6- FT_ j 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. M SPA, EVEI 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE r„ 6e 3" 0 0 3" 3" 3rr 3" 3" I III III E I i" 1 3" 3rr 3"l 3" 3" 6, 6, 6e Err DOUBLE DOOR W/ SIDELITES pA 1E (" 6. WACE :VENLY Jll 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE III / FILLED PVC. PIPE. iY) TOP OF SLAB op I°,. IIN. II ° t Ir - it All 16" MIN. DIAMETER CONCRETE FOOTING �\ PROTECTION BARRI N.T.S. SPACE EVENLY m I 3s° e P SEALANT LI NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING ° NAILS. 3/8" MIN HEADS-6 PER SHINGLE. R� toed' �J Sol G°WS¢ 'ice C°`Qe. morn ' T^ Is W use In Son rare SHINGLE INSTALLATION GUIDE 79" ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SFAILAN PPUED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND E%TENDING A MINIML M OF 6' ABOVE G" X G' H GALV. VERTICAL WALL FLASHING CONT. VERTM RISE OF FLASHING AT HNEEWALL SHINGLES FLASHING DETAILS 8" HOR12. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW \ AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S uX WOOD FRAME BY OTHERS SHEAT#INs BY OTHERS CAULK BETWEEN FIN &SHEATHING EXTERIOR ---. CAULK BY OTHERS O.A. tail bow, HEIGHT EXTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/40 MAX. SHIM SPACE [ABMs OF ]ERLA"Em, THERE SHALL BE A wOTH C£ ROOF CEMENT INSTALLED P ELOE FLANGE. DRIP EDGE SMALL BE Y rASTENEG A MAXW UM m 12m aN R-THE Vesd AS DEfERMh1D Iry CH SECTION 113012.1.31S 110 MPH R GREATER OR THE MEAN ROOF HDGH BET MUM arm), DRIP EDGES SHALL Y FhSTFNFD A MNJMUM OF4INCHES Madmum Fastener Sparing (Jambs, Head and All) Wall Funning: 02 Sauce/pinp/Ftr Or Seger SHIC" N1e %iaJ1" x10 Minimum WeM� Ponatragm Glazing a1*4d - Flwfldfg Cross Section View Bladder Vlar at Tilted window r '..'., '.. Mnimum �Alimne filterim ShealMrg —a______� Note: we stransiI rebommmw the mm Of flassAnty lnd/orAitali plegman wllpetlsaaen /AA57NE1112-p1, However, due to vaNSHon In boom andbu/Aling types RhleA' up to the end um to ifenrmhw the praperinetah 4ofthem Nana. ._ _ . ".+- OUC IDLE Vr..AP Glen Before Inslallmly your Wndow, the bubble wrap may be peeled back for Inspection, but please ie-suck v* vvrp to protect the becks from stretches and other damage until cammAdmn is co pplem. Seel Measure to be sue the opeNg is 3/8"to 112"larger than the window sin both verbally and berbontaby.. • Yao may wish to pre4all the Inat illeben holes in the fin at this We. one PVPLqxhfd ho,'es In one Assembly a owany not rgtew*.%ffcBj cone*. Sep 2 Apply a generals bead of sNkone to the batlside of the mounting fM. Use enough silkone to sdficiemlyfill all voids between the fin and the wall steadying. SOp 3 1mMth window Mo the opm*g from the ouWde. The window Is labeled "Inside" and "outside", but Ithese labels have been removed, the glarry bead should always be to the inside of the banking Step 4 Intend owns under the sill, adjusting them uma the urdt s plumb in the opening Sims should be installed wrier me ad every 2 (eet. The widow should be basically centered In fhb opening wan an, ease than 1/4gap beBeem the window and wall fireanim. Rep 5 Traded a x10x 1-1/2" screw, 4"from the sooner of the fen at each and of line head sill and both Rude. RT6 Traded the remaining listeners IS r Increments from the carer smears to the center of each havens member. Use rare not 4aman- lighten dse smeves and pull firem through the Be. Aide, male sue tan so" go In straight and do not cause the frame n bow. Well traveling should be a minimum of 02 SprjW W !r. Fasteners sputa be #10 screws of wffidat Wqth toadlteve, 1.318" WKftUDn kilo 9se vmb and AS Is%trn 112" from of framing, Fastener qua8itlas neaded In eadt slide of h�melo addeve 3° Length of Frame Member 10" 18' 26" 34" 42"I so" Sou" 66" 74" 9P or 96" Number of Fasters 1 2 1 3 1 4 1 a 1 6 1 7 a 9 10 11. 12 13 Step 7 Remove excess sgpone out" from around the fin and aspect for holes or surds, Use sgimne be Many voids. Sep 8 If desired, a foam Insulation can be applied to the interior gap between file window and wall hamlg. If applied, Mism st be did NOPJ;',YPAAY)IMG YYPE r}7d14. Repel) Since these whom are typically used in roams wand NO mdsere, is; bftmu s, 8 Is recommended that the interior gap between the window and wall framing also be seated with diro a and tag¢d so as not m Interfere wan the outstation of wallboard, tie or elm. Step 10 Once all construction Is compleM, remove the bubble wrap Dom the irelde cad outside of the window. If nems ry, dean the Mocks with a mild debargent and xsirm water using a soh loth. 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 Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. F17006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS- " Florida Metal FLAMCO IF WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 Products Inc. "Off-rld a vent" "FROM EDGE ANQ A" Q,C- TYPICAL MAX ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-RS p 30 ASP ALTSATU ATED ORGANIC FELTATTACHED IN ACCORDANCE WITH R905.1.1 I 2nd Choice I I Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 CLOPAY 53W5 16 X 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY S W5 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR GLAZED I INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" 7APCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND IN. O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA 7RU�ORP. FLUSH FL20461.19 OUTSWING ED BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL2046i.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Sidln 1st Choice +0/-146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 1%" LONG WITH 1/8" DIA. SHANKS & 3/6" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. NA 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. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF INSTALLATION TION THROROVIDEUGH 2X 6/8" MIN. EMBED. INTO WOOD BUCK USE #8 WOOD SCREW OFBUCK. FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 His 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE.1%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions" " 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11k Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM Million EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCKWINDOWSFOR 625 UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 11/4" 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 1 KAYCAN LTD "' BEADED So D F VINYLI 1 1/2" NAILS 10" O.C. IN DIRECTION OF SOFFIT LENGTH FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM al Ga. Galvanized DIRECT MOUNT. TOP 1A"-20 MALC PANELMATE W/ FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 12Jh" O.C. BOTTOM 1/4"-20 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 ! I i 7CA/I ,w\1111UJ, Sit %1 %*.%..T RF3 GIN a�Gj\ 8g4 All i -0 •. RT� �-. �irars. 7!}'; 4 G' ill a1 F31100% n &a" `O 1- In W W 3 g B Q 7k #k 3k ^^QgQa yy c1 Cl g� rn J J J E C�'m� ONN O 1 1L LL Is 0. W 4 m 1g 13 Is o_ o g a 1=a n 3 a s a IL 1 �8�t =� �m a K ,a I 00 0 o J is cad do nWWVwTDSMG.COfV ❑ ❑ ❑ W U z � z $ � Iill� z a z I` to U M �-) N 4-) WOO W L Virzi V) m ~ J U Lo o si c w v s :a�ttea Q N G bb ADAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC13301445 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z „ n c 0) W o let Y ti M \ as V As m 3 Q _I LIJ �n Go o u J m U) u) Model Name / Number: 2508 Plan Issue Date: Monday, January 11, 2021 KA PROJECT NUMBER: 20-9736 Sheet: S-5 Of; MATERIAL REFERENCE INFO (PSL) i.„: FLA yI�II�S� REQUIREMENTS AS WEATHER MECHANICALLY FASTEN FOLD UP ' �RESISTNE& WEATHER RESISTIVE THE.SEDETAILSARECaENERCANDMEANTTOSHOIIV NECESSARY IN CORNERS THROUGH .� BARRIER SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHOIDS R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall WEATHER DOOR OUGH OPENING TO BE USED envelope shall include flashing as described in Section R703.4. f RESISITIVE WINDOW UNIT BARRIER WOOD FRAME CONSTR. - R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the TAPE d EXTERIOR SELF -ADHERED FLASHING 314'•1'B OF GONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SHEATHING BY LAPPING DOWN ADHESIVEITO BE APPLIED UNDER 0,3 in: 12.0 In SELF FLASHING required by Section R703.2 and a means of draining to the exterior Water that penetrates the. exterior cladding. ' yssFrgruwxm"wI OVER RIM JOIST AND UP THRESHOLD WALL BYB IN.. UP JAMB 6". OR EQUAL OF DOOR AND RETURN USE LIQUID NAIL BRAND WEATHER PROOF CAULKING (0.6 Grl ; 30.5 Cm) SELF -ADHERED FLASHING ®ADHERED DETAILS R709.2 Water-reslsUve barrier. One layer of No. 15 asphalt felt, tree 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 Na. 16 \\ PRODUCTS asphalt felt shall be applied horizontally, with the upper layer lapped over this lower layer not less than 2 Inches. Where 1WEATNER RESISITIVE SEL it tl l ,II I -ADHERED FLASHING EXTERIOR CEMT. FIN. 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 -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS i ���,�, PER FBC-R (CURRENT EDITION) 703.7.3 manner to meet the requirements of the exterior wall envelope as described in Section R703 1. q SELF -ADHERED FLASHING UNDER DECKING (SEE DETAIL WP07) SUBFLOOR R703.7.3 Water resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water-resiative vapor-pehneable barrier with a performance at least WIRE LATH equivalent to two layers of Grade 0 paper. The Individual layers shall be instated independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up& temporarily secure weather "� RIM JOIST Refer to the number marked as # In each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above headerto 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 wer resistanceequal to or resistive barrier 3. Fold weather (relative barrier bade over head flashing and 1 1 8 � PAPER 1. Install self -adhered flashing In order as Shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps than greatabsoerlayer that of 60-minute Grade glen drainage epace.r and is separated from the stucco b an intervening,substantial) nonwater seal with tape 2 2O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self adhered membranes and mechanically attached flexible flashing shall be applied shingle fashion or in accordance with the manufacturer's instructions. Metal flashing shall be Scale: NITS SELF -ADHERED FLASHING FLANGED WINDOW W PO 1 SELF -ADHERED FLASHING TWPO 2 SELF -ADHERED FLASHING A �1 �/\APO embedded in the adhesive layer) -for ease of installation and to minimize Y ) scoring cuts corrosion resistant. Fluid-appiied membranes used as flashing shall be applied In accordance with the manufacturer's instructions. A8 flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER V 1I 3 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self adhered membranes used as flashiing shall comply with adhere to substrate using a square piece of flashing material (6" X 6" 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 contractlon, ASTM=81, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING -� 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVETO BE APPLIED UNDER ASPHALT ADHESIVE 6. Fold as ShOWO by 8n'OwS exterior walls shag comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved lashings shall be installed at the following locations: FLLASHINGJAMB & HEAD THRESHOLD OF DOORAND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the Flashing accordingly to fit REFER TO TECHNICAL LETTER ON CHEMICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight to comer g 8. Mechanically fasten as necessary Y ry 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the Section drainage. Mechanically .a""" �Ot (� . rt zr T rIt A}�`uws10 N SCORED exterior wall flnlsh or to the water -resistive barrier complying with 703.2 far subsequent Q,Q P�, N •. COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed �G ,fi ` �^" ' (BEFORE FOLDING, SCORE in accordance with one or more of the following: � J��' •, �� 64 SELF ADHERED FLASHING SELF-ADHEREDFLASHING, EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE AOHESIVEASSHOWN) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the N0 VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where hashing BOTTOM OF THRESHOLD t Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. Pan flashingshall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to p ,,, : .� A F 1 E O z a W g pe gs g pan flashing shall incorporate flashing or protection the water resistive barrier for subsequent drainage. Openings using � '• is :! SECTION -A- SARY I CORNFASTERS T NECESSARY NECESSARYIN CORNERS THROUGHand at the ♦�OOO�, p•••.•�,�5 J (SEE DETAIL WP02) SELF-ADHEREDFLASHING (dance with th 1.21n accordance with the flashing design or method of a registered design professional. ♦ ,• .••• SELF -ADHERED FLASHING OO 1.41n accordance whir FMA/AAMA 100, MA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 1.3 In accordance with other approved methods.♦�SS11/ 1It � t,`, 2 WDMA 300 or FMA/AAMA/WDMA 400. s SELF ADHERED FLASHING 52. At the intersection Of Chimneys Or Other masonry Construction with frame OI stucco walls, with NAILING FLANGE projecting lips on both sides under stucco copings. , 1 DO NOT FLASH OVER 2 O SEAL TOPS OF JOISTS 1 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4, Continuous) above all projectingwood trim. y % NAILING 8 UNDER DECKING ^^*Trk Y145;pgq ii. ro BOTTOM FLANGE (SEE DETAIL WP07) 2 7 S. Where exterior por0hes, decks or stairs attach to a wall or floor assembly of wood-framo construction. $ G. E§ u5 F Do 1` 00 6. At wall and roof Intersections. 5 Si"E g� g s SELF -ADHERED FLASHING WP SELF -ADHERED FLASHING WPOC SELF -ADHERED FLASHING WPO�+ MiflB, HALF ROUND WINDOW EXTERIOR DOOR WITH DECK J INSIDE CORNER V 7. At built -In gutters. 1p�pe a a � ya5- 40 p _ - ..:: ; oW �p4Y aUp _ Ga 3 SELF -ADHERED FLASHING t: 1` .2 d 0 3 • m u3{ DECK PROTECTOR SHEATHING .'...§B g o Wf n m 7/8" Cement Plaster 718" Cement Plaster -Tag 5 ®� o in accordance within accordance with o •a - Z g GO 0 ASTMC926 _ ASTMC926 gg�% Is s SELF -ADHERED '. ' . ' r°- a WWW, MENG.COM ❑ ❑ ❑ FLASHING PATCH - .. Fell backed metal Felt backed metal lathe in accordance lathe in accordance O SELF -ADHERED FLASHING; ; with ASTMC1063 with ASTMC1063 Z_ o g DECK PROTECTOR .. � - - , ,. Building Paper Building Paper05 Z ¢ -�g 7116" O.S.B. i2 DOUBLE i sheathing..B. ' . sheathing : In SINGLE JOIST ' Metal - - Keep top edge 0 r JOIST_ SELF-ADHEREDFLASHING SELF -ADHERED FLASHING 1 -" a ' - g Flashin - Of weep sCreed 2" below top of LL u+ c. I 31/2„ block - BE U 2 3"MIN 4 Unperforated .. ... - VUI6Um Flange 7/8' : ' o W g V) m d 11-1 Weep Screed cauk bottom N = � m _ _< O5 joint only t'Q U E Maintain Metal Flashing Bottom of Uu t o g SELF -ADHERED FLASHING W PO i SELF -ADHERED FLASHING R FWP O APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P® 3-1/2" Unperforated Weep Screed Flange 7/8"Weep Screed 1 112" t0 2 U m Do \H0.8362x;DECK JOIST OUTSIDE CORNER V Do c ¢ 4m INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" CementitioUs Sheathing Decorative Finish 4 A DAMS Ht3MBS l o • • o, All inside and DUtSId& ``. FLORIDA CONTRACTORS LICENSE NO. CRC1330148 EXTERIOR WINDOW UNIT ° need to tie WE A 3000 GULFBREEZE PARKWAY CEMT. FIN. a cut and capdc j Cement PlafNer .• M�x •, butt joints he o t Ij§1JLFBREEZE, FLORIDA 32563 BUILDING PAPER in accordance d ,a, becauints ►UCIE Cr DIVISION LOCATION: SLOPE 0.in: 112.0 in SLOPE with ASTMC926 Vulcum caulk (i 0.3in: 12.0in (0.6 cm: 30.5 cm) (0.6cm!:30.5cm) 0.3In: 12.0in (0.6 cm: 30.5 cm) over wood2nd BOW floor PORT ST. LUCIE V Job Information: i I i SELF -ADHERED FLASHING ` r WIRE LATH SELF -ADHERED FLASHING ~- EXTERIOR - BUILDING PAPER CEMT. FIN. WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster finis PI Finish ; Z ar to Block LIJ� w (n WIRE LATH 2 1 /2" Perforated #n M .o Flange 1/2" Weep M cN BUILDING PAPER BUILDING PAPER •� Cement '' ii Screed 'a Plaster over block ® L U un EXTERIOR 1st floor J 00 w (1) cc �o WINDOW UNIT CEMT. FIN. I Slab -Install bottom V Model Name / Number: - edge of weep screed 1" below 2508 finish floor i V Plan Issue Date: Monday, January 11, 2021 OPTIONAL DFT/-1AIL ® KA PROJECT NUMBER: 3 3 3 O Note: 20-9736 The building paper fnd metal lath must be installed OviI the top of WEEP SCREED DETAIL Sheet: Df SELF -ADHERED ING/� HERED HWALL SELF -ADHERED FLASHING W P 1 O W P 1 [�LP 1 2 the screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD EMT FINISH WINDOW SILL CEMTSELFF�SH PARAPET Weep WATER PROOF DETAILS 5" bath duet to roof cap w/ standard '70 cfm both fan DEL 25 SH 16".PRECAST ABOVE 16" PRECAST ABC) f HOSE LIN ri EGRESS BIBB LANAI 8 � N�w aJa-"o-'8 � � •° IJI�{II H, 3 _EDROOM 4 ; OWNER'S BEDROOM��o 3450 SH LJ 1 DJ"0 8 ti lOx6 1 ad r 105 OJD °o-'s C2)�050 SH 50 7„ 12x6 1 wed ` 14x8 1 wcd 2868 2868 FRENCH 10x6 1 wcd - 65 230 BRE KFAST 12 2 rag _ OJC Or. MG 16x16 rag 6 9., z-zosa 6" R/SH 12 0 /SH 9 . E71 =-zoss 12x6 1wed 12x6 1wcd \ 8x4 1we 8x4 1w 125 125 95 10 ag 25 10x6 1 wed d FAMILY ROOM w 4" DJ� "o-'or KITCHEN Q Of 0 ID BEDROOM 3 4 10x6 1wed w 105 I 71, 7 �� w 8 20 10x66 1 wed N 55 \ 240-8- fbrag x10 rag U I �O O U \I N! ocS' _ O' ov s L O Q x < S M S f � oEN / ; / 16" t a �" 1Ox10 rag BEDROOM 2 oJ3 '•0-•B N VJ Z O SH 12x12 ® " ; 5 o GLG to _ 8"12x12 ra rag DINING ROOM f g 10x6 1wed 1>1 LU FOYER w Z 80 1Ox6 Iwcd 90 � QLIVING N ROOMJG'o-•rr 12x6 1wcd � - 41wcd Or OT 91 H 037fl3V14h .. -_,-.-_ 2-2658 14x8 1wcd` \ �o w.H. 145 H4 2 se 3008 42X42 A/C SLAB (2) i� 12" SIDE TES TRANSOM ABV. MET T HLD 0BL 26 SH 5 0•• B Y DEL —AIR M I N ... TRANS. ABF SEE ELEVp - - / ATTIC ACCESS 2' FROM WALL 5" bath duct - °1Y/IT�. o LOCATE. FIELD 22' x 36' MIN FOR to roof ca _N - DBL 25 SH o' cLc; 4" dryer duct -.. ``1PLIANCL / p w! standard 70 to roof w/dryer cap�i✓'�1I vent box W z Cfm bath fan 3 GAR GARAGE UU 0 ® CV _T cr 3.5 TON W/5KW @240V 1PH W bath duct 18x13 Alen platform by (n U f to roof or wall cc w/ standard 70 cfm bath fan —light G T bldr - Z-, FILE CUPYI Z: 512 00 m —> N X 7� EAD _.512 ® 7 `) \ 16 X 7 OVERHEAD I � — m NOTE TO BUILDER: MUST PROVIDE UNRESTRICTEDLij AREA CALCULATIONS, 0 > LLJ Z � 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Z ® Transfer ducts/grills 'sized. in Compliance LIVING 2523 S.F. _j Q F- m Q with Florida 'Residential Building Code-M1602.4 D _J C) D Q CC balanced return air. FLOOR L O O K PLAN TOTAL LIVING (AC) 2523 S. F. - - IM Q/'1 _ _ 1 I ! /1 V / Q Q EXCEPTIONS 1-3 GARAGE 620 S.E. SCALE 1/4". = 1 0" & pp"" "Bpp ELEVATION A" ". COVERED ENTRY (BASE) 63 S.F. COVERED PATIO/LANAI 200 SF. /� R c + 1. I n L..j TOTAL AREA UNDER ROOF 3406 S.F. 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.