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HomeMy WebLinkAboutBuilding PlanTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE GISTERED TERMITICIDES INCLUDING SOIL APPLIED PESTICIDES, TERMITE PROTECTION SHALL BE PROVIDED BY RE BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. WIRE 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) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 5. WELDED FABRIC 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) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 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 BY NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION CONSTRUCTION MANUAL 2018. EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE WOOD FRAMED 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 1. CODE REQUIREMENTS: ITTHE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO. ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OFTHESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (f'm = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.14A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS R703.7.1 LATH. OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) BEAMS ** LL/360 LL/360 TL/240 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ FLOOR WOIST*** LL/480 TL/240 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 R703.7.2 PLASTER. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 40FT SPAN PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR "Ti. MAX 3/4" CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14, FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET W TABLE 11702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2 WOOD CONSTRUCTION ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE 20 20 20 20 R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL TOP CHORD DL 7 7 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR•PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 0 0 0 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 3. 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 DL JO 10 10 10 TOTAL (PSF) 37 37 45 55 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS ANY SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC, SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. DIRECTED. BETWEEN THE LAYERS, 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER.. FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ.C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 50 ONE LAYER OF NO. 15 ASPHALT 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. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 10 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLJED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BARRIER MATERIAL BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. LFADHERED MEMBRANES AND MECHANICALLY ATTACHED WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED 056 EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PERR604.3.15 SHEATHING SHALL TOP CHORD LL 49 (PSF) COMM MENTS: 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 +/-OAS 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 � 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 0 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 0 e 50 (+) 24.8 (+) 24.8 O (-) 27.1 (•) 31.1 0 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-O„ 16'-O" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. FOR OTHER DOOR SIZES INDICATED PRESSURES CAN BEINTERPOLATEDR OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS 13 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS ,,a-aanaaa xc II 8 u n gs�P2 W � O�R�gA y�. ma Yk d6 Ncl APPROVED METAL FLASHING, VINYL FLASHING, SE 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 OL 1® (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT, FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0) (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES "M a o € SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 9(PSF a T U aLL p m IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE 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 " A SELF -ADHERED MEMBRANES USED AS FLASHING. SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTU RAL PLAN SPECIAL FLOOR LOADING CARE AND MAINTENANCE g L ILAMao 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 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. aT W R TS 2 APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 4� (PSF) COMMMENTS: YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER/HOMEOWNER ARE NECESSARY 'g 5S a C1281, AAMA 812, OR 0 FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BE TAKEN TO CHECK WINDOWS AND 88 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 ( F) e a 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) DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER s " o TO THE SURFACE OF 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3-- 5 YEARS o ='. ° APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. TO PROTECT THE COATINGS. THE DESIGNER AND ENGINEER OF RECORD ARE NOT n w.Fose acoM ❑ • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES • INTERSECTION OF CHIMNEYS NI OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER z 1 • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, MAINTENANCE. z o g • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. CONSTRUCTION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) z N aNa • 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 SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) a N • AT BUILT-IN GUTTERS. STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES r d CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. N TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A � a w o NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. m •� - .mot MORE INFO. O w f c FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: U ol V -NE 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7' EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It 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 ai 3. CABINET MFRS. SHOP DRAWINGS SHALL PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. LL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to = i::7 in 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to c ? o 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 Q N d ao INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to DAMS HOM 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 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 TO FOOTING). CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (I-) SIMPSON MTSM16 TWIST STRAP W/ (4) /e. x 2V4" TFTENS TO ORUCTI FOR THE INDOOR AIR QUALITY, TLI OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND EON HAS TI DUTY OR THE BUILDN UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered S SCREWS AND 5 1 4" x 2 1 4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced 3000 GULFBREEZE PARK\ MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SD () / / 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 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32 Payments will be made In accordance to the terms of the agreement DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. PORT ST. LUCiE CODE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) REFERENCES 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 (CCURRURREENNTT VERSION) FOR COMPLETE CODE INFORMATION. ® E SUMMARIES OF CODE SECTIONS. Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS A,FC�fv DATE DESCRIPTION�� ) HOMES {O�GCi�adr � L C Cod t� P�Z 0 LIJ it `I iAJ Of Northwest Florida > a a z F:�Um JMU)(0 VI Model Name / Number: 3000 GUL�F1 REEZE PARKWAY GULFBOREEZE9 FLOR DA �3��� 3 1820 i VI Plan Issue Date: Wednesday, November 24, 2C MODImmL . KA PROJECT NUMBER: 21-10561 Sheet: w Z� "0501 COVER SHEE1 A O' R" 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B +27.6 / -29.9 1 ( S ) +27.5 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP411) BW1 16" (2) 16d TOENAILS (2) i6d TOENAILS SPF NO UPD Fr BW2 i6" SP2 W (6)-10d SP7 W/ (6}10d SPF 402 STUD, 6) 10d PLATE ( STUD, (4)10d PLATE BW3 18 (2) SP2 W/ (6) 100 (2) SP1 W/ (6) 10d SPF 203 STUD 16d PLATE STUD 4 10d PLATE NO BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (6}iod 16" STUD, 8 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW6 16' STUD 6 10d PLATE STUD, 141 PLATE SYP 878 BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6}1Dd SP1 W/ (6)iod BW8 12' STUD, (6) 10d PLATE STUD, (4) 10d PLATE SRI- 535 (2) SP2 W/ (6)10d SP1 W/ (6).10d BW9 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) i6d TOENAILS SYP 0 SP2 W/ (6}10d BPI W/ (6)-10d BW11 12" STUD, (6) 10d PLATE STUD, (4) IW PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SP1 W/ BJ}IOd 12" STUD, is) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL_, SEE PLAN 1 MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFo9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING 7 CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN EVO" SCHEDULE ABOVE F.F. SEE FOUNDATION .� PLAN FOR MORE 2x P.T. W/ 1/2' A. B (032" O C. W/ 7- INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL �. MIN. 7' EMBEDMENT PAST STEP DOWN. REQUIRES MIN Q ALT.: SIMPSON 1/2" TITEN HD ®32" O.C. 7/15' OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"00 SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES ASSUME 2x4 D USED UNO. PLAN R WALL SIZE SSU STUDS 1. SEE FLOOR FO O 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 02 LINO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUDAS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SR1 AND SP2 ININ SCHEDULE ABOVE 5. IF'BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE INDICATED DETAIL FOR PROPER FOR 2nd FLOOR TO OR 2 STORY FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORV PROJECTS FIRSTWF06/63.1 FLOOR C 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSSEXT PLYWOOD W/ Bd NAILS AT 4' O.C. IN EDGE Ill SIDE WALL PER NAILING SCHEDULE 7. ALL EXTERIOR WALLS W/ EXTERIOR ATTACHED NA E FOR SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE ACT A WALLS SECTIONS 8. IF THE GEARING WALL IS INDICATED WITH THE BW1, BW4, BYY/, OW10 THESE WALLS ARE ONLY E SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. lock 0.148" CIA, x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(I-b) Cl (3)2x4#2 SPF (4)-i6d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 11/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 OR (4) -16d TOENAILS O DTT2Z W/ 1/2" WEDGE O4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 11/2" 2145 SDS SCREWS C5 4x4P.T.#2 W/5ATR** = 6665 U G =2200 SYP POST &(12) NAILS & (12) - 16d 6 x 6 P.T. #2 ASU66 W/ 5/8" ATR** G = 12000 CB SYP POST & (12) -16d NAILS U - 2300 Fix 8 P.T.#2 ABU88 W/(2)-5/8"ATR' " G=24335 C7 SYP POST & (is) -16d NAILS U = 2320 PC8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5.SDS2.5 W/ (14) 1/4" x 21/2" SDS WE & 5/8" EPDXY 5645 (WOLMANIZED If EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDUBSDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT-I ANCHOR, OR ATR*" 3.5 x 7 P.L HDU&SDS2.5 W/ (20) 1/4" x C10 1.8E Fb-2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU&SD52.5 W/ (20)1/4' x 2 1/2 - SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4' x C12 1.8E Fb-2400 PSI 2 1/2- SDS WS & 7/8" EPDXY 787D L (WOMANIZED IF EM-) ANCHOR OR ATR**" GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3, NAIL BUILT UP STUDS PER DETAIL WF37/S3 4,. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5, IF [C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs- GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING Sd 0.131- X 2'A' 0.131" X 2Y2" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 30d OR 12d 0.148' X 3 0.131" X 3' SEE PLAN BLOCKING & TOE 0.149' X 3 V 0-131' X 3 46" NAILS & TOP PLATE 12d 0.14V X 3'G" 0.131" X 3'A" W O.C-(COMMON) STUD WALL 6 O.C. GUN NAIL CORNERS 30d 0.148" X W C.131- X 3" 8" O.G(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 3'k" C,131' X 3 b" (2) 160(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS Hi (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE 95 W/ 112" FLITCH PLATE THIS SHEET O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H5 (2)-1314"X 11 1/4 ATTACH TOGETHER W/(2)ROWS IW X 31/2' LVL 2. OE Fb 2600 PSI SIDE WD SCREWs p 16" O.C. TYP. EACH S1DE H6 (2) - 1 3/4 X 9 114 ATTACH TOGETH ER WI (3) ROWS 114" X 3112' LVL 2.0E Fb=2600 PSI I SDS WD SCREWS @ W' O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA.END EA. END EA -END 1'-0" - 3'-11" (1) (2) (1) (2) 4.0" - 9'-O" (2) (3) (2) (2) (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" c.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER, 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SEE CONNECTIONS Ml 7 16' OSB12) 2 x 8 #2 SYP N / FDTGH PLATE. NAIL CONNECTION: PROVIDE 2 1 ) SIMPSON LSTA18 OR (2) , BEAM BEAM TOGETHER USING HTS20 TO WOOD POST ROWS OF 12tl NAILS 0 12" 2" OR (2) SIMPSON HETA16 TO CMU OR (2) O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 110 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS @ 122"" OR (2) SIMPSON HETA36 TO CMU O.C. AC H SIDE TYP EACH COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SINI HT520 TO WOOD POST ROWS OF 12tl NAILS @ 12" OR (2) SIMPSON HETAL6 70 CMU O.C. TYP EACH SIDE COL. U.N.C. ON ROOF PLAN. (2) - 1 3/4" x 11 1/4' LVL CONNECTION! PROVIDE (2) 20E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' n 3 SDS WOOD OR (2) I CMU OR (2) SIMPSON HETA16 SCREWS ®16' O.C. TYP. - 01 COL U.N.O. ON ROOF PLAN, N, EACH SIDE. (2)- 13/4' x 117/8' LVL 2.0E Po -2600 PSI. NAIL BEAM CONNECTION: CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 1/4" SIMPSON HTS20 TO WOOD POST SCREWWSS 01 6" D.C.O5. TYP. OR OR (2) SIMPSON HETA36 TO CMU EACH SIDEE COL U.N.O. ON ROOF PLAN, (2) -1 3/4' x 16' LVL 2,0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS LSTA24 R 2 SIMPSON O O 1/4" x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 is" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3, BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. w a w 10' 0" 12'-10" 13'-0" © 25 SH 25 SH _ PRECAST OTTOM @ 6_--8_ EGRESS - - - - - _ _ _ _ EGRESS HOSE 12'-10" 13TO" 13'-10" BIBB o< wo H < O o LANAI 0 OWNER'S BEDROOM #2 a a VAULT CEILING Cl) ILING' VAULTED C VAULTED CEILING r0 s ¢ ¢ ?r DD b 3 DD ? o `� C2 C2 �P � a - - - - - - - - - G.T-- - - - - - - - - - - - - - - - - - - - - - At N WS01 C S2 2'-0"' 3,_8" T_2„ 5'-0' 0' -6" 12'4" H1 I H2 2) 3050 SH 2658 2668 2868 8' CLG. N 1R/1SH o° BW1 rn N W/ BASE PLATE I I w = A O R ATTACHMENTS o f w N c°ON BATH 2 00 W m OET BRG. WALL a I I w W w VAULTED CLG DETAIL m U Nc� FRAME DWN 2068 3,-6" 5,_811 I to M ROOM CLG. 8'-8" 2668 oo 10' I FILING o d ° I IM I 6,$" , T-0" 0 o 2668 , N W.I.C. VTR 2x6 WALL m I 10' CLG. bo i SR/1SH N `(� 0 BEDROOM #3 1 , VAULTED CEILING ' 0 , ( /'0 12'-8"� m 13,-4„ m 4.-0,. �,_$" 3,_4„ 3,$. Z ' ��NE Ra 7) 9 4" 3 4 0 N 3'-5" 4 3 X 4 t2 w BAH VAUI-TED CLG. F.G. N SHWR 5068 _ < ?' 36" FLAT BAR ON343'z" ,'.' "�--�-----� I-------------- M8'CLG. A/C 10 WALTOP 1 SR/1SH D/W RANGE .... �I' DBL. HOOD 00 ROVIDE PLATFORM SINK ro FOR HVAC UNITJL N w rn It VERIFY SIZE WITH Z MFGR KITCHEN © DINING ROOM VAULTED CEILING_ VAULTED CLG. < ti 09 'I m N � r y w w 12'-10" 7'-4" 6.-7. 3,$" , 9'-3„ O N J J m - p o 2668 Z i. VERIFY LOCATION o e1 iV N NOOK W/ BUILDER VAULTED CLG. ___; LAUN. 3 O O 10' CLG. 1 OVv 0 ,N N Z I � i > II aN I DEN/ _ _ IJ "" 2868 BEDROOM #4 ; I" FOYER 4" STEP ION. HANSON BOX VAULTEDCEILINGCEILING o 1O' CEILING .. DRYER VENT @ 36" AFF I ADD INVERTED THRU ROOF (------------- HIP w/ B ELEV. MAX LGT 35'-0' PULL DN. STAIRS a : 22%" x 54" D ,y 00 m SEE ENERGY FORM `---------- FOR WALL INSULATION NPTE: BUILDER TO PROVIDE REQUIREMENTS A PLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY, eRAN S E SHEET 4 FOR DETAILS ci RES 00 0 cc . 3 CAR GARAGE N 00 I 8' CEILING S03 0 ,LD S 12'-10" 30'-0" G EGRESS ENTRY 4 O N 1O' CEILING tov SEE ELEVATION FOR �! LINEIOF GARAGE DOOR WINDOW SIZE &STYLE C$34 �1 LINE OF GARAGE r"-""'T-----""'----- - O iiB -DOOR _DOOR _______ ___________; I I ■ O 1 16" SQUARE 2'-7ih" '4 ,COLUMN TOP @ 9'-0" CDO4 CD21 ; S 3 M312 4 ro MS 2 S2 I O HOSE BIBB 0 8 x 7 OVERHEAD DOOR 16x 7 OVERHEAD DOOR 13'4" 6' 4" 2'-0" 16'-0" 2'-0" 8' 0" , 2'-0" 19'-8" 20'-0" 10,_0„ 49'-8" FLOOR PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS © +26.5 / -28.8 I O +26, 5 / -34.4 I +24.8 / -27.1 I ( F ) +24.8 / -31.1 +24.3 / -27,5 1 ( I"I ) +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL I GENERAL NOTES R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic Space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit Is Installed 5'-W on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (127mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type Xgypsum board or equivalent. Where the separation is a floorceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methodsl- R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. Ceiling for exterior entries and covered porches to have 7/16". span rated DEB nailed per zone on roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditionedspaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weetherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502.4.5.1 through M1502.4.5.3 Ceilings for exterior entries and covered porches to be 7/16" OSS On underside of roof trusses Shall be attached to II framing members with 2x blocking a g g provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" D.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS 1st FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 596 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2609 S.F. �aaattolae a � eeaeeA` ,'�J r \G `c w Cy'.• �� 1 �Q\ , JI`V � 7Y."a774IIIC 1ttA9 B a m 21213 aD -�-pt 0 ,C q cw B® P .NH OO `0 3 }S P(V u8 aym e.54awNRmZ -2 b..OEHq4W Vx '5� WWW.FOSENG.COM U 11 ..I ❑ In D 11 �2 Z SZ A ZaN N s � -- o_ r N I` N Z0 to M Q) w _ 0 M O w i Ln C y � C m ~ � U - 1t� E w O 8 ��Ir ' = O^y 4 o I i Q N O tW /=jrAM �Ii�W L FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: 0 W Z w C U0 U0 d 0 � Cj c�H m ?O N 0 -�rj� Lu UO a LOL J I.A.J (1)(n IV] Model Name / Number: 1 1 1l I Plan Issue Date: Wednesday, November 24, 2021 VT KA PROJECT NUMBER: 21-10561 Sheet: Of: FLOOR PLAN I-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. REINF. GRADE SEE PLAN 00 O 5� N SH" (2) #5 FM01 I SINGLE STORY FTG REINF. SEE PLAANN— (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES U.N.O. CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. _ 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE „ 8.1 1, LAPPED MIN. 6" AND SEALED, CURB FOR 4i—"XI F.F. VARIES MASONRY @ELEV. 0'-0" — - - — 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH W/ (1) - #5 BAR CONT. e, /FIBERMIX ADDED TO THE CONCRETE, IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NERA14 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO I 2 STORY: 20" X 20" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. REINF. N W/ 3) - #5 CONT. DOWELS 17' EMBEDMENT W/ 30" EXT. ABOVE SLAB. SEE PLAN ; ► : „';' 4 CONSULT W/ MANUF SPECIFICATIONS PRIOR TO POURING OR REBAR BEARING I 16 1/2"=1'-O' I FM02 SECTION @ GARAGE #5 REBAR FM03 I THICKENED EDGE 1 1/2"=1'-C" (-) 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. GAR. FIN. F.R. * )^ ALIGN DRIVE W/ BOTTOM OF �' '- RECESS & PITCH DRIVE Iw 6, 2 STORY: 20' X 2D" 4" CONIC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2"=1'-0' //_ 2x BRIG. WALL 2 STORY: 20" X 20" / (SEE FLOOR PLAN W/ 13) - #5 CONT. / FOR MORE INFORMATION) N - i rl • 1 REBAR FM11 STEP DOWN BRIG. SEE PLAN k. 8" # 5 REBAR RECESSING DOOR SILLS OR SUDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN, 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8' SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION = 1'-0" 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) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. i/2" = 1'-0" I FM12 I STEP DOWN NON BRIG SEE PLAN OPTIONAL CURB SLOPED GROUT a OR MASONRY AT TO DRAIN 4"x 4"x 16" o m ELEV. WITH CURB " CONT. �� (G.C. VERIFY) BAR (1) #5 BAR z � FF REINF. MARK SIZE DEPTH REINFORCING CAP. IIDs F1.0 P-0' X CONT. 1'-0" 2 #5 E.W. SOT. 2000 r2 0 2' 0" X 2' 0" 1110" 3 95 E.W. BOT. 7200 Fib 2'E' X 2'-6" 1'-0" 3 #5 E,W, DOT, 11000 F3.0 3'-U" X 3'-0" 1'-0" 4 #5 E.W. SOT. 15600 F3.5 3'-6" X 3`6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X4'-0" v-0• 5 95 E.W. BOT. 29000 F4.5 4'L" X 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 FF5.0 F-0" X 5'-0" vA 6 #5 E.W. BOT. 42500 F6.0 6 0" X 6'-0" 1'-A" 7 #5 E.W. DOT. 61500 1/2' = l'-O SEE PLAN TYP. SEC. LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING P '• - (SEE PLAN) 2 #5 CONT. INSTALL LINING 'ICO 2 #5 BENT BARS W/ MATERIALS PER' _ . m MIN. 25" LAP SPLICE FBC-R P2709.2MUDDED FLR. 16SLOPED TO DRAIN Nfi. 4 SECTION @ RECESS SHOWER 1/z"=r-o" FM18 TYP. STEP FTG. DETAIL 1/2 FM1 ALTERNATE: REINF. THE REINF. BARS SHALL BE. - #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FIND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" °D #5 X 25" X 25" o CORNER BAR ONE w E FOR EA. HORIZ. iv REBAR, TYP. U.N.O. () 2 #5 REBAR 16" ------------- A/C CHASE 4' PVC SLEEVE 2 STORY: 20" X . THRU FOOTING W/(3) - #5 CONT. FM19 TYP CORNER BAR DETAIL 1-1/2"=r'-O" FM23 TYP FND PENETRATION 1/2"=1'-0" STEMWALL SCHEDULE STEMWALL HEIGHT (II) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 8" 10" 16" 1 20" W/ (2) #5 BARS 6'-81, 10" 101, 20" 24" W/ (3) #5 BARS 5'-4" >3'-4" - 4'-0' 12" 12" 32" 32" W/ (4) #5 BARS 11162# 4'-0" >4'-O" - 5'-4" 16" 16" 48" 48" W/ (5) 1 BARS CONT. RAN & #5 @ 18" O.C. TRANSV. 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HORIZ. CONT. TIED I EA. VERTICAL REINF. BAR, #4 TURN BAR &D STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED i EA. VERTICA�REINF B NN GRADE- MIN ' TO TOP OF STRIP FTG. -r COMPACTED CLEAN Fl L IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF PER SCHEDULE (3 SHOWN) 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" FIBERMESH CAN NOT BE USED AND �ERT. F.C. ABV. FON. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE 3. IF STEM IS REQ'D TO BE. HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 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 0 16" C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h • TALL (TYPICAL ALL CORNERS) " O.C. 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7 ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS TYP. @ III 4" n 13' 4' 0" VVKIVCKJ ■ ■ I ■ 1 ■ ■ ■ ■ ■ "__________________________________ , HOSE BIBB ' ; FM01 FMO3 0 3 3 - o FM11 t , 3 ZD 1 ' U QI F2.S Z m F2.S , , ■ ' 2 0 , n� 0 QO bD i STEP DN. 4" i N ■ , �i :TUB , IUNIT W.C. Q ■ LAY. .9 ' �' ' ' �� % rr = D� `� LAV r� MI r, IL JI �bl 0 3' 1" 2' 8" �ii a LAVrr , I pl O o N n;D 11' 8 LL JJ ■ - o n _ ' 0y� ' `—T' � I W.C! cv I' RUBSTYLES,IARIES m 1 :;VERIFY DRAIN( 3X4 F.G. 1 SHWR , 24' 8" - . 12' 10" ■ 21 2" rl )'SINK ; °0 , , 1 ■ , 12' 11" ' PROVIDE CHASE 0 ' i FOR HVAC UNIT EO VERIFY LOCATION o ' , 3' 0" 7' 0 o FM01 ' 3 ' �y WASH I 11 l: ; COMP. UNIT , 1 F O CID\ r ;0 a 301 ' I I N c v i I Iy; I II 1 m I I I, , L J `V •------------- 1------i ti-`--------------- --- -------------' _ I- , FM12 F2.S '� W.H.1; 3 3 I =, , , Z m ga , 1 , Nm , i ■ ■ ' 2 R Q FM02 ■ STEP ON. 51fz" W- 0C.J. ll-4 00 o' Z ' - -----' U In N Um , 2' 8" 7' On ------� ----- ■ , I 1 , , ' v, 4" m M03 3 1 ' FM09 io o a F I F2.5 3 HOSE /o ; O r 3 3 -------'--------------' BIBB `--4 ------------------ ---I'------------------------ III IIIIIIIIII ■ ■ ■ ■ ■ ■ 19, \-(2) #5 BARS W/IN 1. EACH F.C. TYP. @ EA. SIDE OF OPENING 49' 8" 20' 0" J 10' 0" FOUNDATION PLAN SCALE: 1/4"=1170,- ALL ELEVATIONS 19.-P_ € egg N m to W In' 15 "m CD m 00 2 mw "L ti r a "t"+ �_ i ' Dam fR fir+$_ _ LL r w wa a �' m t a i3 i S _LLr§, LLoaa 0: O faJ O 1 S �, k.F:- .-. On ze Z ° a J N U g3mgg U J W r'�� VJWN'.FDSENG.COM ❑ f9 Z _ Z Z o N Q y � J a N Z �i N m 41 j2 m 0 w c an U nl E U ° Ny In Qc\I o w Id''im !. r%AMC LIAMCC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: I� Ln W TO / m cH Uti m J N a ® O -J LLJ ZD f0 LO O J m (n cn ♦ Model Name / Number: 1820 ♦ Pian Issue Date: Wednesday, November 24, 2021 ♦ KA PROJECT NUMBER: 21-10561 Sheet: 3 Of: FOUNDATION PLAN �J ■ W LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820x3 5460 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. = 34,010 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,010 MVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,DDO 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 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL IFM24.1IALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 11/2- VTR TO SANITARY SEWER BIBB INSTALL BOX PRE F` ■ Ir�� I /, Xh r INSTALL FAN BOX PREWIRE "HY ' i I I1 p CEN.IOF WALL , z 1 3 I 1 W U ' di 1 I � r 1 I 1 � I 1 r 1 , I 1 1 1 r I i INSTALL FAN —� BOX PREWIRE , I 1 , I , I I r I � I ' I r I 1 � � I NOTE: KEEP COACH UTES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. I INSTALL FAN WP BOX PREWIRE \ GFI ` I \ INSTALL FAN _ --------------------------- --- - - ;_;>. ' � BOX PREWIRE / ' I I I , r I r I II II � II ' r �II r II � id I I .CA -I GFI ° I o , r r , o I � __� __ __1_________ l! r l r I r r _ 1 GFl, FAN / \ PREWIRE 0 I I I 1� ME GFl GFl I I •G41 I 221 GFI --- GFI GFl FOR D/W MICRO/ ' �CATED IN p-g ,HOOD �A e\ JVE 4TCAB. I I \ I GFI _ I i = I VERIFY ' I GFl LOCATION IN FIELD 1- _ _ DISCONNET GFl y L J 'y^' ,IrL GFI I 220 1 PB ELECTRICAL �� - _ GFI � 220 W.H. ' PANEL \ 42" A7F w \ ATTIC ELECTRIC x w \ IF REQ'D BY CODE rn \\ \ Z�w13 z o \ \ a z008 Zjr o GFl \y� wY GFI omega m X' 42"AFF GFI o omLop FOR GARAGE DOOR OPENER FOR GARAGE F < m p a 0 DOOR OPENER z o m _________________________ r r , , I r r , I r I r I r ' r I i COACH ` ; r GFl @ LIGHT \ r ' 42" A'IFF , I ' ' r r HOSE \ i BIBB , r I , `----------------- �' COACH COACH LIGHT COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS 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" ARE BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12' ARE 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 B. PROVIDE AFCls (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS - 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17AA THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND IS SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH M SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH LJ �J $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n n n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE e CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT rn ' Ji DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET OO — DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV❑ T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L,E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY RNA' AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # El TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. Sig- 0 Sg3 ti ao 0 w`gg F m 'OD ?0°m= mcY'nm8 Wa a S" a9y\� Wa x � N €-$ l7L¢m Z O 3fi i 0 c HUI 0 �9 v Z o z N Z y Q != J N P'I Z m �7 a U =m w un . . A �Lta M U — cN E �� w I0 ..� OU Q C4 �4m ® r%AM= YAMW4= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: I O I— Z LO U) W m O Oj [L 3 m a QJLUZD M LO o J m (n (n Model Name / Number: 1820 Plan Issue Date: Wednesday, November 24, 2021 KA PROJECT NUMBER: 2110561 Sheet: 4 Of: ELECTRICAL PLAN TOP OF BLOCK LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR. TOP OF BLOCK a_—, �: FIN. FLR.- ersoa rKtMln DOOR DEL 25 SH SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE REAR ELEVATION SCALE: 1/4" =1'-O" 12 12 A SMOOTH DECORATIVE — BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 48" OFF RIDGE VENT _TOP OF LEFT ELEVATION "E3" SCALE: 1/4" = 1'-0" DBL 25 SH BI 48' OFF RIDGE VENT BEARING @ ENTRY 48" OFF RIDGE VENT W HEAD HGT_ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING. 11 33/2 SH RIGHT ELEVATION "B" SCALE: 1/4" =1'-0" .-'--- BANDS CEMENTITIOUS COATING DOOR STYLE MAY VARY REFER TO SPECIFICATIONS VENTILATION CALCULATION 'ormula _ * net Sa inches of venting r eeded egually or intake and xhaust Soffit product provides 4.12 net sq in/sf Ridge vent provides 18.00 net sq in J If Off ridge vent provides _ 138.00 net sq in/sf Overhang distance 1,33 ft S. F; of Area to be vented (6F) 2609 s.f. Total needed forexhaustfor upper 1/3 626 net sq inches:: Total needed forintake soffitarea, lower 626 "nets inches -. Numberof Off Ridge Ventsforuer1/3 needed 5 LF. of Ridge Vent needed (can be used in combo with ORV 35 '. Lineal Feet of 'Of"needed to meet required 114 Uneal Feetof Soffit rovidedb Ian 209 TOP OF b 60 FIN. FLR. FRONT ELEVATION "By' - SCALE: 1/4" =1'-O" 0 00 9 Itl 1 co r w rn co r` " 3 �N She -ffi 4l1�11TY �d NNWZ LLJ 0_ as�� �q`7aa `f• 6W. N i � z, rrr•sv a, m � T 3 r '7t 9k priJJ m G7 a N mU a a °5 l9 6 W N o V ❑ y r z 3.fl WrJW.FDSENG.COM El ❑ ❑ z Z CD g z (14 10 r — m z " N rJ) M �Y o UO W L uaa �Sz�ro U � N00 z C �1 MAM= LJr%MCC. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 F— c u)L0 W o r0 0) 7 M a m o � � 3. U ppy�'S W J q O J WZ) M rn o u Jm(nW ♦ Model Name / Number: WIPE ♦ Plan Issue Date: Wednesday, November 24, 2021 ® KA PROJECT NUMBER: 21-10561 Sheet: Of: ELEVATIONS FUR WIND SPEEDS -c 155 C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20LO" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 16/32- IS USED. THEN THE All BLOCKING EQ. a Q CONTINUOUS BOTTOM CHORD V FOR WIND SPEEDS BRACING 2 X 4 MIN. SEE DETAIL T604- < 155/C MPH "X" BRACE SEE 4 G.C. TO PROVIDE DETAIL TB01 BLOCKING TO COMPLY -" W/ APA RECOMENDATIONSFOR SPAN RATING OF ? - SHEATHING SEE "HIP/RIDGE BLOCKING" DETAILcl - R a O _ o Z d W Q (j _ _ O v O 0 O � 11 .� 4 BOTTOM CHORD GABLE END BRACING Ca LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT 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 5 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) a=oft /%Is 1 0 r AREA ROOF 1 1 2e 2n 2r 1 3 1 3e 3r HIP -37.02 -51.06 -51.06 -51.06 10 GABLE 1 37.00 -37-00 1 .58.99 1 -58.99 1 1 -58-99 1 76.03 m ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE). ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2r 2r ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C- ON EDGE AND 4" O.0 INFIELD ® r ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD - ROOF SHEATHING: O O SHINGLE: 111,2" EXP. 1 (020) DLE. 'Az' EXP. 1 (4220) NOTE: 1. PER CODE ASTM F1667 RSR&O1 REFERENCE TO ad (2 3B" x 0.113") NAILS ® r Q 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN -1232", SHEATHING SHALL BE FASTENED LBL L WITH ASTM F1667 RSRS-0310d (2Y2" x 0.131') NAILS OR ASTM F1667 RSRS-04 IT' x .120") NAILS a= 3- GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER WIF BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4.12] (12.12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA, END ATTACH ROOF SHEATHING TO RAFTERS W1 BLOCKING PER NAILING SCHEDULE, WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAIUNG SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING ATALL EDGES. AMINIMUM le SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN III O NAILAT BASE 2 ROWS @4" O.C. Wild COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS @4"O,C. W/8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O NAIL INTERIOR AT 6-O.C. w/Bd COMMON NAIL. E STAGGER ALL VERTICAL JOINTS & NAIL @4"01 W/8d COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATHI NG TO HEADER W/8d COMMON NAILS to 4" O.C. (2) ROWS @ TOP & BOTT. © (2)111 NAILS @3"O.C. TO EACH TRUSS END OR III VERTICAL MEMBER IF GABLE END. O FLOOR SHEATHINGYx" PLYWOOD DECKING GLUED AN NAILED W/ Isd COMMON NAJLS AT S" O.C. AT EDGES OVERDRIVE NAILS: FASTNER9 SHALL NOT PENETRATE SURFACE MORE THEN 1/8". �n I. 1sm"Oss EXPOSURE SHEATHIN( PROVIDE BLOC AS REQUIRED SECTION X-X IF FULL HEIGHTS NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN i" (2)- ZX TOP PLATE BEYOND 16131 EXPOSURE / SHEATHING _T _ II It III II 11 II II I II II 11 II 111 II II II III II 11 II 1 SOUD2x BLOCKING @ALLSKEATHING �w EDGES j F 111 III III II II 1 (SEE SECTION X-X) p Oar III 111 C III II 11 II 1 I III II 11 1 h N? III III II (Dell II III OPENING II II L___J L___ IL III Z III 111 C Iil II III III X II II I It Il I II 11 W w a0 'III III I I I IIII IIII IIII IIII III III 11 E II I I I I II I I I I I II II 11 IN II II 11 I II II 11 I 1 I I I I I I 11 II 11 I 2x STUDS BEYOND. o w SEE PLAN JOxm � I I I I I I 1 II IIII I I II I I I II IIII I I I I III 1 I I II IIII IIII IIII I I II J I I U IIII III II II II I II II II I m IIII I I II IIII II II II I ALL SHEATHING � I A 2X RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM ZI314" tfl SINGLE NAIL EDGE SPACING 'S.. = N/ SPACIN U79 DOUBLE NAIL EDGE SPACING wQ DrB11 m 999 9o N = � J -m LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 42 SPF TURNED VERTICAL W/ 7/1V FLITCH PLATE TO W/ (2) 12d TOENAILS EA END, NAIL FLITCH PLATE TO VERTICAL W/ (4) SO NAILS .(2) ed NAILS @ 3" O.G. STAGGERED SECTION X-X TB1.3 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES - 1820 ELEV B 3CAR ' TRUSS ID BEARING: TRUSS ACTUAL CONNECTOR ID CONN ECTOR UPLIFT FASTENER§ NOTES POINT UPLIFT DESIGN RATING C3-05,CIS,C1V-05V,D02B,E7,E7V, L/R -824#or less 'HETA16/PER TRUSSMfR 1810# ,. (9)10dx11/2" E7VP H7 H7V CSP, E3, H3 L/R -258#or less H10A/ PERTRUSSMFR 101 (18)10d x11/2" (9).10dx11/21 A01.-A06,ADS,A10,K20,K21 L/R -954#or less HETA16/HETA16 1810#/1830# 9 lOd x 1-1 2' B02B L / R - 695 # or less : HTS20 / PER TRUSS MFR 1310# (24) SOd x 1 1/2' (12)16d K23 L/R ':=2059 #or less ': (2)HETA16/(2)HETA16 2365#/2365# 12 16d C3B,C5B L/R -143#or less PER TRUSS MFR (9) 10d x 1-1/2" A1113, Al2B L/ M / R 1041111 or less HETA16 / HTS20 / PER TRUSS MFR 1810#/ 1310#' 24 10d x 1.1 2' (18)10dx11/2" B03B-B056 L/M/R 661#or less HSOA/HETA16/PER TRUSS MFR 1040#/1810# 10d x 1-1 2 ) 30d x 1-1/2" 1810#/1040#/ 8)10dx 1-1/2' A07 L/M/M/R -703#or less HETA16/H10A/H10A/HETA 16 1040# / 1810# [(18) 10d x 1-1/2" 10d x 1-1 2' ) 10d x 1 1/2' HETA16 f (2)HTS20 / (2)HT$20/ 1810#/ 26201 8) 10d x 1.1/2' , A08 L/M/M/R -1849# or less 4ETA16 2620#/1810# (48)10d x1-1/2 9 10d'x112„ TRUSS MANUFACTURER: PROBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS:' 8/10/21 L=LEFT, RIII: RIGHT &M MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALLCONNECTORS ARE SIMPSON PRODUCTS TRUSS SCALE: SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS SPF SYP CONNECTOR d FASTENERS SPF SW OR TRUSS BRACING /� ADDITIONAL ROOF INFORMATION SEE SHEET S-4 O FRAME TO RETAI6NRHIBdp1112'OR ' HEIA20WOi xt/ HZEA W 110)Hp NAILS 8)0 HFAIDW(10)10d x 112' OR HAw(1U)1Ux11lMASONRY I 1875 gO FAME TO FRAAND SIR 5B5 RT7A W (108d NAILS Sls OR © FFAME FRAME H10M2WN)IWx1t8Ve'A} 2p0'TRUSSES 1HIS 1080 RTIB-2W(1R)10dx11VE10AT21PLYMUSSES B36 low FM�EO MT¶N1NCL� OCAIU 02dTONAIL) 860 990 LTIIZT �IOON N�DE(3) 1roENAIILS) 1005 1195 O FRAME TO MASONRY MEMBEDMENTwSMPNQNSEr`TEPDXY 3330 NB6 AND Not' AMR. W 1TEMBEDME)NTw/SIMW NAILPEDN'9ET"III OD 440 0 FRAME TO FRAME HTMOW124)IW x'14`(AT pEXTERIOR CA LOTION INCLUDE (; 12tl TOENALS 1125 1310 HTN20 W(24)IOdx 112"IAT EXTERIOR LOCATION INCLUDE(3)12d TOENALS 1285 15 30 QFRAME TO FMF (2) HTS20 NINS)IOdx 1 111 EXTERIOR LOCATIDCLLD NINE(N12d TOENAILS 2250 262U (2) HTW20wl(48)10d x 11/2' W EXTERIOR LOCATION INCLUDE OI M TOENAILS(EA) 257u 3080 FRAME TO MASNRY HGT2wl BRIDE NAILS AND DIM'A.T.R. W 12" EMBEDMENTRI SIMPSN'8Er- IjR34PLYl 10690 HUGT2 WI(1)IM NAILS AND R)SA'A.T.R. W12" EMBEDMENT.MMPSN°SET' EPDXYahUG T3FGR}PLY) 7020 97N FRAME TO FGTIR (1)1/4"x3" WOOD SCREWS AND O) 12' x B'ITF. N Na ANCHOR BOLTS 9400 n725 RFUS W(12) W93 WOOD SCREWS ANOMASONRY (4)3IP x&'WEDGE-BOLTflo0 rgs, FRAME TO MASONRY - RS 8(7) IW x2114' THEN 2 SEE NOTEA69ELOFRAME 1750 203D TO O LOT2 wl (31)18tl SINKERS 1 14; IH"x21/h° TITBJ(BPLYTRU3S) OHGS)16dSINKERSHOHFRAAIE (FA) 3509M 9210E 406HM 4080.M (2)LUOT2 W (32) IM SNKERS 3 (10)31WM 1H'x3-WEDGE-BOLT(2 PLY THOSE) OR(32) 1� SINKERS FOR FRAME(EA)MASH 3800E 31ap-MMASONRY/ SIDIFRAME FRAMER2 FME EWS ( IF Ma&�F. S')TITEN It FLYTRJSS ORIM)i6d SINFERSFORFRAME(EA) 4730M 5 6570M SCREWS &TN7 Y8'ax S'WB (2 FLY TRU33) OR(5)16d SINKERSFORFRPME(EA) fi480M (N80.F 7050-M 7710-F BEAMTO I HU410OPTHUCAI0WR)1Bd&(1)10d Gs2sB0 HD410 OFF HD4101F W/(2)16d 8(10)IN I III O BEAM NAILS L#1898 NAILS UMt850 DEVITO HU480PT HUCABw/O".DINAT>38 041540 G03000 KD40 OPT HU40 WO IN NAILS& G#1825 GwM 15 OMASNRY/ (12)1/4'x2JWTII'ENITOMA9J UI J#1185 (12)1/4'x23/4'TAPCUNSITO MA3J UX1C30 UB850 FRAME OR(12)18d&(8) I M(FOR FRAME) SYPL, SVLM 1 N(12)16d&()1Dd(FORFRAME) SYP.F SYP401 z HETA18aPr 2 HTA16OPT 2 HPA20 OFRAME TOO MA9NM MANI G)HETA20 1-I I IDI 10d x i W' OR 2PLYW(12)16d 19D 23M 1920 23M U O 1 PLY W (10)10d x 1 112- OR 2-PLYw'(12)IW 2430 243U O FRAME TO MASONRY HTSMtBwI(StOd NNLSAND(4)1/4'x21/4' TAQOI HTSM20 w/(1)10d NAILS AND(4)114W 19" TAPCI 955 955 1110 1110 HTWM16w/(BPOtl NALSAND(4) 114'xI W' WF OF -BOLT HTWMED wl N)1 Od NALS AND (4) 1I4x1 IN" WEDCE-BOLT 1145 U45 1225 1225 OFRAME P TO MASONRY H105WO Bdxl t2' NAILSAND(2) SS'xl" TRAN NO ]80 81U OMASONRY FRAME TO DTT2Z,V(A114'x11/2"SDSWOOD SCREWSAND(1) 1V R A.T.B. EPDXIED W SIMPBON"SET' SgENOTEN4) IBIS 2145 DTB-TZWOiH Its'WEIS WOOD SCREVSAPD(1) la' B AT.R, EPDXIEDw/ SIMPSON"SET'(SEENOTEA 1510 I1136 O FRAMEro MASONRY HTT5W(2)1NIQU2" MLEARD(I)5M"0 Ai R. EPDXIED W1 SIMPSN'9ET' BEE NOTE 44 BELOW) 4376 BINS HTT45 W(20) IN X1112-NAILS AND (1) NS'O A.T.R. EPDXIED w/SIMP90N'SET' (SEE NOTEA BELOW) - 500E OMASONRY FRAME TO HIT4W(18)16d#IX!' ILSAND(1)W0"B AIR. EPDXIED vn SIMPSON'SET' SEE NOTEBy BELOWI B640 4MB HTT45W(I)18ExE1O"NAIISANO(1) BI A.T.R. EPDXIED W SIMPSON "SET (SEE NOMIM BELOW) - CHI O FRAME TO FRAME 1110E (24)tOdx112-NAILS In SIR LUGTI W(2)8tlx11'2'NAILS 875 1045 OFRAME TO MASONRY HM9KTW(4)IWv11FSDSVAOD SCREWS &FI 114-TAFCNS ISO IRS RTIEN W(9) 10dx 11IZ'NNLS& (4)1W x1 T4'TAPCON9 t395 t33s 0 FRAMETO MASONRY VGT W Il 6) 1W.,' SIDS WOOD SCREWS (1) SEe A.T.R. EPDXIED W SIMPSON SET' W 12 VIN. EMBEDMENT 3555 491 O FRAMETO MASONRY (2) VGT W(32) 114NT' WSWOOD SCREWS It(2) SYR A.T.R."MEDWSIMPSON "SET' WI IT MIN. EMBEDMENT 5170 7185 OFRAME TO FRAME VGT W (1)1WX3' SDS WOOD SCREWS 8 4DIMI-SMA W1(10) V4'y2In' SD5 WOOD SCR&(1)SIP0 A.T.R.10tl EWS 9285 4686 Mll(3T18w/I22I 1W NAL6& HTT46 W(18) NAILS&(1)W"BA.T.R. - 41M Y O FRAME TO FRAME (2) HI I S WI 02) 1 WW 17 NAILS B ..(OMB"BATR.I3EENOTEA) 9976 END (2) (2) HT745 RI(52) 1 ORW 12Z NAILS _ was 1. CONNECT ALL FLOOR TRUSSES TO INTEMOH EEAHING WOOD WALLSI SEAMS WICS 12d TOENAILS, 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PAIN, 3. G.C. MAY USE EITHER SIMPSONOR USPCONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CAL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ONFULL IEIOHT,,P 412'x4' 1111119VERTICALWESW(2)ROWSOF10d NAILS03-O,O.SIAGOERED S. 12" MIN.A.T.R. EMBEDMENT QN CMU BONU BEAM U.N.D, 8. ROAR TRUSS CHORD W4W 2x SYP42(MATCH NORD LUMBER SVE)W(2)ROM IN OD4"FROM ENDS 4- OIL. STAGGERED; CENTER AT CONNECTOR LOCATION AS MJCH AS POSSIBLE. AO MINIMALCONNECIORUNOONFHANHMQ,PLAN 1. CONNECTION FOR ALL ROOF IFLOOR T%SWS TO MASONRY WALLS/ UNT&W RIF WALLS LINO ON PLAN 2. CONNECTION AT 24" OR Sr O.C. PENOIN9 VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SIFF DETAIL FBlMll FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSI WALLS,LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT V' 0.0 MAX. W(2) AT EACH CORNER, G.Q TO VERIFY LOCATION DOES NOT CONFLICT w?JI (IF APFUCAELE) LAYOUT I. CONNECT ALL FLOOR TRUSSES TO INTEIHOR BEARING WOOD WALUBEAMS.1(2)12d TNAILS RO MIMMALCONNECTORUNOONFMINGPLAN 1../ �CONNE07INFMJACK TM165 TO W0 tWA MBEBEAM NCl MINIMAL CONNECTOR UNOON FRAMING PLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH) SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOP NAND OTHER INFORMATION, 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O,R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST C.M.U. OR ICE WALL _ G (-METAL DRIP EDGE SEE TYP. WALL _- _-- 2 x SUS -FASCIA SECTION -ALUM FASCIA 2X2 #2 P.T. MIN. FASTENED 2x BLOCKING NAILED PER NOTE 2 BELOW. - TO TOP CHORD OF EVERY OTHER TRUSS W/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING W/(2)12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P-T. W/ J-CHANNEL SECURED 624" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C. IF WOOD WALL, FASTEN W/ 0.148"x3Lh" @ 161,O.C. 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APP VAL FOR INSTALLAION DETAILS (**) ALUMINUM SOFFITS> V-4 BLOCKING REQUIRED. (***) VINYL SOFFITS> 1'-0" SHALL HAVE FOR SOFFITS < 1'-4" MID BL DIKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" �flf0 V O N q g �8 WSD1- DO to co r 0i 8m nS m 2 P a B y til b a< IS Dvemo$ ILL, a gl G m .jig 3F MIN. M Qg w 6r r 2, IN a a K a eD o E tOq WJJW'.FDSENG.COM ❑ 0 API Z o Z O Z y < J N I a LO CS! z " N Vl 0 m 41 Q) E� � w YILI� wow /�1 � J I _ U ENE cn Ct N < N Ci OR ® r%A RN41M YAMIVTC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: W N C 11 -) U 0 W N 4 m o cn 0 m J N a 11I 0 _j��7°A W un Q J /Z Model Name / Number: 1820 Plan Issue Date: Wednesday, November 24, 2021 V KA PROJECT NUMBER: 21-10561 Sheet: 6 OF LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONIC. 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 SLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 go LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 WAS) - 100 X 1 1/2 �SP6 OR SP8 FOR 2x6 AND 2X6 WAILS 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/30DO P.S.I. CONC. W/1 #5 REBAR VERT. r INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/8" HILTI TIX-DNI HAI LS 2, BASE PLATE SEE PLAN FOR MORE INFO ' MS03fRMIVIL(CAI/ona/J1 I"MR)vv^ '•� N.T.S. -an nn my l nkl XICnTinnl nCTAI #5 REINF. BAR �R. #5 STD. 90° HOOK SCALE:1"-1'.O" a GRADE 40 U.N.O. 20" MIN. LAP #3 OR #4 REINFORCING BAR #3 E #4 1 AP SPLICE 25" MIN. LAP #5 REINFORCING BAR #5 1 AP BPI 1CF MIN. #6 REINFORCINO BAR #F LAP � SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 1/4"X2W' 12'0.C. 1 2 x 6 1/4" X 2-A" 12- O.C. 2 2 x 8 1/4" X 04" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. UNIT EL (2) 2X P.T. — BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2 NAILER TO MASONRY IF DOUBLE 2X NAILER 15 USED, USE 1/4-A 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11I 2x BUCK DETAIL i N.T.S. LINTEL CHART w/',GRAVITY & UPLIFT LOADS FOR: 1820 B 3CAR STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD ' (# PLF) SAFE UPLIFT LOAD (# PLF)'' APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 172 405 92 8F16 - 1B / 1T (min.) 2 7'-611 2661 171 1624 89 8F16 - 1B / 1T 3 4'-611 6113 133 2707 81 8F16 - 1B / 1T 4 141-011 1002 168 560 154 8F16 - 1B / 1T 5 31-611 6113 770 ' 3524 399 8F16 - OB / 1T 6 71-611 2661 770 1624 .399 8F16 - 1B / 1T 7 4'-611 6113 770 2701 399 8F16 - 1B / 1T 8 5'-4" 1843 172 1136 92 8F16 - 1B / 1T (min.) O O O 9 Foi AT r°p YIN. N Fac I „� gLFaR ' c.n.u. ' __T MosTR AT BM-v" '4 G oc uur¢ uvlx -P+ron PPerr wcrl° t.Ma'a'A' PocTr D m LIYreL aaa s, c^ vonrwL Pn-x TYPE DESIGNATION r --1�m vertu sworn r u . svius T' OF +B AP AT ac-TOM-ron ce uNTP. cdmx SPI6-IT3/1TrI NO'ImKWDT4 LPUAR NX11N4 NEI4N- RE6A.AW AT di Tc TOP MATERIALS 1. T'° precast lintels = 3600 psi 2. To Prestressed Ingels=6000 psi. 3. Ps grout = 3000 PSI W/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ m1bllrum net area compressive strength - 1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR80. 6. Palo rso. per ASTM M15 OR40 or GR6D. Progressing stand per ASTM A416 grebe 2701mr relexalbn. 7. 7/32 wire per ASTM Mt(). 8. Mother per ASTM C970 type M o S, GENERAL NOTES 1. P ovide full mortar head and bed alms. 2. Slltaa tiled Inters es required. 3. Inslallaaan of I[Mel must comply With tIO amhitectum' and/or simcMal crewing-. 4. Lintels ale ma ufacbmed with 5-1/2° long notches at the ends W accommodate vertical cell reinfooing and grouting. 5. All lIni meet or exceed L/360 vert cal deflection, except lintels 17' 4" and longer with a nominal height of 8- meet or exceed L/180. 6. Itynam field added rather to be boated at the bottom of the lintel cavity. 7. 7A 2+ diameter wire -Limps are welded to the bottom steel for m thenicd anchorage. B. CqW h place Concrata may be orowded in composite lintel in lieu of concrete masonry units. 9. Safe bad ratings based on rational deems weiysis Par ACI 318 win ACI 530 10unieI min. depths are celled Out on lirtel plan. it conimota' installs a deeper lintel ,ban indicated do the plan, doing this Increases the strength of the Ilntel oft is approxed without anglnemng letter. If a smaller Ilntel is installed contact FOR fa approval AFE LOAD TABLE NOTES 1. All Values oased on rr in um 4" baering. Exception: Safe bads for unfitted Ihdels must be reduced b', 2W° if bearing length Is less Wan 61/2". Sera loads for all recessed lintels based On 8" nominal pealing. 2. N.R. - Not Helped, 3. Base loads as total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 a grade 60 field rebel. 5. Agtinbnal lateral load capacity can be obtained by the dasher by Providing addlonal reinforced masorry above the Precast llnad. 6. Oft #7 mbar may be sub flMoed for twe #5 rcbars In 8" lintels Only. 7. The designer may evaluate concentrated Iuads from the safe load tables by cAlcidwing die maximum reslsling momart and shear at daway from the face of support, B. For composite Ilntel heights not shown, use safe load from next lever neighs. 9. All safe loads In wits of Pounds per linear foot. PRECAST "U" LINTEL w/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS (TYP.) REBAR ON BOTH SIDES P�PI OF OPENING U.N.O, PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 6'-G" AND LARGER — STD. 90 DEGF ANGLE 30001 CONC. W/1 #1 REBAR e"X 8'a16' CMU U.N.O. GROUT SHALL BE FLUSH /—WITH TOP OF WALL SO" Si GO HOOK TOOK mod" a 4 N W W a: 8 TYP. BOND BEAM 8" x S" X 1B" K.O. LINTEL BLOCK PLL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR SEE FOUNDATION PLAN FOR LOCATIONS MS01I BLOCK WALL HI INFORCEMENT I NTS 'SEE FOUNDATION PLAN CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25' MIN. LAP (ACI 530) IS A S— 1 O C O m eNi W H� gpJ-2 0 , to '86p6p yppy $ k LL 4- It E3c 9 0 PNtP RmBaT, vP o S a 8� k m y Ave a w 3 m �l`,05 rL 'ca O tic Co gg STAC En Lk a Sg ° Cl ❑ WWW.FDSENG CCM ❑ z Z a O Z N QN aN Q a J Z N woLA ws �- F— U N C Y 0 llAww42 LJf%MWc FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI job Information: z _to to W O N �In M a3 ✓ !6 O M N M W _JJ ate`) a 0JLLJZ) M M o _^ I „a (�, ' A„a to LL Model Name / Number: 1820 Plan Issue Date: Wednesday, November 24, 2021 KA PROJECT NUMBER: 21-10561 Sheet: - Of: ALL ELEVATIONS LINTEL PLAN o SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2)'/2"x5" SEE FLOOR PLAN WEDGE ANCHOR D 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. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o i; SECTIONAL " ® OVERHEAD DOOR CONT. .. WOOD P.7. #2 , r III TRIM SYP 2" X 6" •.: ,�-` .b 10 2"x6" P.T. WOOD JAMB n• „ r DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB £ TYP. GARAGE DOOR 'o TRACK MOUNTING DETAIL @ -`' z o NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE -o 3 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. C CD21 ENTRY MU COLUMN/BEAM yyAC w a O �ffi=O Eqo q� � N (0 lU g e u7 "�u5 III W Go q�6 LL LL LL '"5 0 b +n '' YW g d$1 a i5! tl Q� � s;iC �": BLOWN -IN R-30 INSULATION PER FBC ww E r' M g E� 3 0_ w 3 ' AND ENERGY FORM SUBMITTED WITH a ;.. ,;h'�'(? ? m $'6 o PERMIT APPLICATION PROVIDE BAFFLES s N 8 c t m K p BLOWN -IN R•30INSULATION PER FBC AND ENERGY FORM SUBMITTED 12 AT EAVES (FOR VENTED ATTICS)g FIBERGLASS SHINGLES OR co 12 WITH PERMIT APPLICATION PLAN TILE ROOF (PER ELEVATION) g SEE $ z PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT !$� W o (on SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1.1 OVER APA g F wwwrosLNG.00N El El PRE ENGINEERED WOOD ROOF SHEATHING . SEE SCHEDULE- 1 Z 'm FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) UNDERLAYMENT TRUSSES @ 24 O.C. [FISH) - ON FRAMING SHT. FOR SHTG &FASTENERS. OVER APPOVED , PRE-ENG. WOOD PER FBCR 905.1.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE - ON FRAMING SHT. FOR ` , ' TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR Z o Z y Q . TRUSSES @ 24" O.C. [RSH] - 5 _ _ — _ BRG. HT. m SHT'G & FASTENERS. i 5/8" OR 1/2" DRYWALL a TRUSS ANCHOR (SEE PLAN) HIGH STRENGTH CLG BOARD • • ' ETAL DRIP EDGE Z ti ., ,. TO BE INSTALLED ON OUTSIDE FACE FELT PAPER OR TRUSS PLATE 2X SUBFASCIA TYP. FRAME FOR BUILT -UPS ( ) — - — - — - — - 3/4" P.T. NAILER • •R� SOFFIT. SEE ARCH. CORNERS min (3) 2X4 OR 4� w 4x4 w/ 2x4 POST UNDER EA o' 5(8" OR 1/2" DRYWALL HIGH STRENGTH CLG tMETAL DRIP EDGE 1/2" DRYWALL n PLANS a x a x 16 K.O. LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" Q w -2 c BOARD 2X SUBFASCIA CURTAIN NAILER 1 x 4 P.T. @ WINDOWS n " O.H. W( (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. °' U'1 cm CONNECT ALL 2x STUD TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. 1 x 8 P.T. @ S.G.D. H N SEE ELEV, 3000 PSI CONCRETE (TYP.) ALL SIDES �� \ \ (TYP.) FRAME FOR COR- �° U N E r PLANS PRECAST "U' LINTEL N 00 \ \ NERS FOR NON LOAD , B Z i6d TOENAILS 1/2" DRYWALL _ SEE SCHEDULE " ao a v a v \ BEARING SIDES NAILED 1/0. \ — " SEE PLAN FOR HEADER SIZE N P o V. o v < w/ 16d NAILS @ 8" O.C. P ' oa v" �� \ \\a o. nv \ S �, C.Nvs Q O ! � \ 0 0. 0 bhp DAMS HOMES OPTION, 15/32" OSS EXPOSURE 1 ON O.H. 1/2" x 8" J-BOLTS \ \ COURSE HIGH MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. EXT. WALL W/ ALL EDGES BLOCKED. SEE TB13 FOR NAIL ATTACHMENT. (1) CENTERED EA. SIDE w/2" WASHERS CMU BASE FILLED w/ CONC CMU B\ i _.. �_ "��������•��� ��� ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" fir', (TYP.) w/ (4) VERTICAL RENF w/ PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS UCENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI OF COLUMN PLAN Al-A.1 3000 GULFBREEZE PARKWAY N CONC. ALL LOCATIONS SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN N & FLOOR PLANS (G.C. TO VERIFY W/ FLOOR PLAN "DIVISION " PORT ST. LUCI E LOCATION OF OPENINGS IN P SIMPSON A SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO W/11-10d1-10d TO BEAM — --�� FOR BEAM SPEC. ® Job Information: OPENINGS ARE INDICATED, FULL & TO FRAME BELOW STUDS ARE REQUIRED). r NOTE: 44" MAX. SILL HGT, ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL n W/SCREEN Y CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SILL FINISH 7/8" THICK PER ASTM " N �\ C-926-98A PAPER BACKED FOIL R-4.1 ZX STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL " v DRYWALL MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM PERMIT P EXTERIOR FINISH - - (SEE ELEVATIONS) � 4)1/2" ON SHEET 6 FOR NAILING INFORMATION FOR APPLICATIONSUBMITTED � R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC WALL SHEATHING. P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. FTC. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" EXTEND 530) ABOVE �! rYi7 M Y U) M o AND ENERGY FORM SUBMITTED w( 1/2 x 8 A.B. (OR 1/2" x 6" TITEN BASE NAILER (AGI SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al i Ai BUILT-UP CORNER MIN (3) 2x4 ® co WITH PERMIT APPLICATION HD) w/Z" WASHER AT 32" O.C. WOOD. BASE ON FOUNDATION PLAN W/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER P li LL r MM J WOOD BASE MIN, 6" FROM END -SEE WS07 POST EACH END OF BEAM �� I'— �+/ W 'M rt✓ PLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR M o ® W SEE FOUNDATION FOR SLAB INFORMATION _ _TOP OF SLAB _ _ i SLAB INFORMATION — - TOP OF SLAB NOTE: 2 X 4 P.T. PLATE , E n y J W v J U) BOTTOM RAS MUST j ♦ Model Name / Number: NSTALL DTONPNSIDE OF I � GRADE COLUMN. DO NOT BEND t>;\ o r GRADE h 6TRAPS UNDER PLATE. ° ° v O CLEAN ' ; � o ;SEE PLAN FOR PLACE STRAPS IN FILL CELLS w/#5 REBAR ,�� 'r °� (TYPJ4 COURSE HIGH CMU BASE Plan Issue Date: �'„ COMPACTED �` � iv � � ;RE -BAR QUANTITIES '[�F �. ;, '..; FILLED w/ CONIC - SEE PLAN FOR FILL ;,,; SIZE. TOP OF COLUMN BASE - Wednesday, November 24, 2021 _ ,` , 2 -0AFF 0 CA PROJECT NUMBER: 16 SEE FOUNDATION PLAN REQUIREMENTS SEE PLAN SEE FOUNDATION ' -----a. FOR IFTG PLAN 21-10a61 NPfE: DETAIL CD21 / S•2 MAY BE SUBSITUTED FOR THIS Sheet: w Of: DETAIL - UNLESS NOTED OTHERWISE o WSO1 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0° CCD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.rs WS02 TYPICAL WALL SECTION EXTERIOR I FLAME 3/4"=r-o° TYPICAL FRAMING -- DETAILS STRUCTURAL SHEATHING m m � ro 1Y" 1" ILIA- 1H. (2)2 TAGGERED10dAMINATIONS /(1) ROW OF STAGGERED 10d ROW ROWS OF STAGGERED ED 16d INATIONS W1 ROWS OF STAGGERED 16d (2) COMMON WIRE NAILS (D=0.148'. L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NABS (ONE INTO EACH OUTSIDE (D - 0.162', L- 3-1/2') OR EQUAL R EQUAL (D = 0.102'. L= 31/2') OR EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE 1/4"DIA. 151/2' LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3FLY) 2) ALL NAILS PENFIRAT AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOI THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO, WF37 TYPICAL COLUMNS DETAILS N.T.s. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) HeF.F. VERHANG Y FOR OVERHANGS BETWEEN 5/8- TO 11/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO,OEPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED DCD Qlr%C IKrrn r KAI I AT /16" O.S.B. A. SIDE X BLK'G. 0 O.S.B. V 2.8d A. END JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED INSULATION AT EXTERIOR * SP4 AT (3) 16d SEE PLAN COMMON WOOD FRAME WALL PER FBC ENERGY FORM SUBMITTED WITH PERMIT APPLICATION FOR WILL 24" O NAILS(TYP)—T� HGT. ' 1 CMU- vie ��IAQ ® �*�_HEADER PER • A • I�! II� © /I//✓� III; NO 10 �•" ����F� %Y • • • •• ,III �1 , .. • • ! 2x4 SPF CONTINUOUS ! • • . •- :. NAILS. SEE DETAIL ABOVE S SEE ELEVATION•' ROUND • -` • 13OX HEADER EACH END 7'-all, u_. WINDOW OR DOOR OPN'G '-CMU PROVIDE 2x4 ON TO OF 2xB TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" 0•C• OUBLE 2x4 (2)12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 4f 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE WZ 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBUE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. �14i TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQQl WHEN QT SYSTEM IS APPLIED. NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL WF17 I TOP PLATE SPLICE DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1) (2) 1 2 >41. BUT <S' (2) (3) (2) (2) 0'-0" - 16' 3 4 3 9 OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 2X CRIPPLES @ 16" O.C. SEE SCHEDULE W/ SIMPSON SP2 TYP."' TOP AND BOTTOM 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 STRAP S.Y.P. HEADER W/ 1/2" FLITCH PLATE SOd NAILS @ HEADER. (U.N.O.) 8" O/C TYP. FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE NfNG' c STEP DOWN * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE WALLS WITHOUT UPLIFT WF09 WALL HEADER DETAIL IHI I CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE , EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON , SHEET 6 STUD ANCHORING: STUp TO TOP PLATE: INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2X4SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. STUD TO BOT PLATE: SIMPSON SP4 LINTEL ANCHOR BOLT NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=1'C WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)•10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T-S. a.e1 In F g m �44i Lo 4t sJE Ju 'c6mA (+AI `""'eS Ad N aFFz ILL LL LL �eN 1•"'macp W a d - sat -6 3 3 sgSTnw i,."i., W�iFm ` m C $n mm 1 cc..3 Z� �- N l K d a U_Y4, a� ° 0 WWW.FDSENGCOM 0 = Z — m o z Z Q C) y '- I J j) VP� Z 1- CN N . / 4 W II W OOf m 400 � U J 1 00 w IE U O N AWA\r%A RA, uAwwrG' FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 1*1 Job Information: O ci Ur) W (n m M --1 H U m ( m d LtJ ZD TO o JM0(n Tj Model Name / Number: 1820 VI Plan Issue Date: Wednesday, November 24, 2021 KA PROJECT NUMBER: 21-10561 F Sheet: 3 SM Of, MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. WF39 I TRANSOM DETAIL AT ENTRY TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING -- , TO BE LESS THAN 1 OR EQUAL TO45* •, _--- , - 1 a 1 �—MINIMUM 2"x4" - i CROSS BRACING i (SEE PLAN FOR _, j LOCATION) I ` �" "/� BLOCKING � 7 I I I yq I 1 yS I ` , 1 I 1 , I. 1 - 1 I 1 (3) 12d I � I PER JOINT 1 CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN, FOR NAILING SYP W/ (3) 12d @ EACH TRUSS WEB BRACING DETAIL N.T S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. T1301 TYPICAL CROSS RSL rq p Np ROVIDE 2X4 MIN. BLOCKING AT ENTER LINE OF HIP/RIDGE, TYP. ETWEEN TRUSSES W/ 12) 12DAILS EACH END TO TRUSS TOP, ZC `! HORD TYP TRUSS AL TF�tisTE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING , WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP ..,,., 1RUCTURAL - PACEG.T. SHEATHINGADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 JA TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING AC - -- OF HIPPED TRUSS W/ 3 SPAN FROM EXCEEDING RHIP 12d NAILS @ 6" O.C. MAX 24" SPAN HE G.T SIDE OR BOTH IF REQ'D) (2) 120 NAILS MINIMUM (3) 12d e o &log. 0 N ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 21Ix4" SPF OR SEE *SPACED AT 10'A" MAX SYP TRUSS BRACING .. 00 PLAN r i g a s x 4k TE 2X4 BLOCKING H'iP TRUSS RM BgIi € 1AI. a A BETWEEN TRUSSES ro „ Lu N f M Liles P LL W 3 e° Z1°rna Z O ��m� 3 s TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S`m` Wos° Wm" & o ¢ m 2N ca r N� a Bel S$ 0 0� Ln U mt m U J 01 €�.4� 12WhWJ.FDSENG.00M N Z Z O N TRUSS NOTES: J 7 rn a - _ 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 CrRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND co { BRACING SHALL THEREFORE DE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED co L ~ 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) SRALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT -I u- ul OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVENLY 2. ALL BRACING (OeCB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL ❑ .. LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED. W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. O w 0 ' BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT C 4. ADDITIONAL BOTMM CHORD BRACING SHALL 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. = c M il3 I— � m SEE TYP. TRUSS BLOCKING DETAILS SHEATHING. U -� „ 3 TO 4 TRUSS x4 AS SHOWN U '0 0 ALTERNATE TRUSS SPACES DIRECTION C')'-'0 Q N o to _� RD DAMS HOMES VERTICAL SCAB 2X6 42 SPF 48" O.C. SEE (2}1 NAILS W/ (4) 12d TOP & BOTTOM OR H5 SE ION TRUSS TOE TRUSS DS FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE OF 14) SOD B REQUIRED @RAFTERS GREATER THAN 8'O° 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN ouBLE TOP DOUBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS PRE -ENO. TRUSS SECTION B-B VARIES w ROOF DIVISION LOCATION: SLOPE •, • PORT ST. LUCIE 2x STUD WALL SEE PLAN ,. ® Job Information: CONY. FRAMED RIDGE \ \ / / / MAY BE NAILED w/ MIN. VERTICAL SCAB 2X5 92 \ 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF 48' D.C. W/ (4) 12d \ BETWEEN TRUSSES \ NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED ®EACH TOP &BOTTOM OR H5 OR \ @ 48" O.C. MAX. `7 SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQQN RED @ RAFTERS GREATER \ / / B \ 2x4 SPF BRACE \ \ I $ (4) \ L COLLAR TIE \ 1 d AT EACH END EVERY SHEATHIN RAFTER d \ \ ALTERNATE DIRECTION \ \ 2X4 BLOCKING BETWEEN OB BEVEL CUTS (OPTIONAL) \ ` TRUSSES W/ (2) 12d NAILS @ EACH END, CONT. EACH BAY /' / TRUSSES O Ln B TB 2X4 SPF W/ (2) #7X&1/2" EACH TRUSS / / SEE PLAN Ld ALTERNATING DB WOOD SCREW OR H5 @ 48" O.C. / / ®` (T) N M BLOCKING PREENG. TRUSS \ / / / /% a4), a d) O� dj CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / a . . J N Se 0 M r d 1— SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / B (USP MP4) 0 \ \ / / O co/ /1 I /1 LO U- J V / V / 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W/ (2)-12d NAILS (4 '*' 2X8 N2 SYP RIDGE BEAM 2•-O" ON CENTER 2X4 SPF BLOCKING ® Model Name / Number: AT 8'�0" TRUSS EACH END MAX 2x6 RAFTERS @ 2'-0"O.C. \ /\ / 1' \/ BETWEEN TRUSSES MAX. w/ (3) 12d COMMON BEAM @ 24" O.C. MAX.W/ /• \ WALL BELOW TOENAILS TO RIDGE 2X4 RAFTERS FOR SPANS LESS THAN / • \ \ (3)12d EA. END (TYP.) 1820 (SEE PLANS FOR TYPE) 4 Fr @ 2'4" o,C. MAX W / (3) 1DD CONC. MASONRY SEE PLAN . Plan Issue Date: COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT.. AT STEEL OR WOOD T & 8 CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/r' SPACE Wednesday, November 24, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING Vi KAPROJECTNUAMCBE�+R: SEE PLAN FOR MORE G —SHEATHING INFORMATION 21-10561 2x4 S.Y.P. @ 16" O.C. Sheet: S L1 TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.s. ROOF FRAMING AND BRACING DETAILS d 6" 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. r� SPA EVE LN 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE aD 6„ 3" fa 3„ 3„ 3n „ II Q r I 1 3" 6 6' 6„ 6n DOUBLE DOOR W/ SIDELITES aA /E m 6' MACE :VENLY ;" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O TOP OF SLAB 00 Z f -II -II al 1°1IIL,II° I f r - IT I O z_ IN' N° 16" MIN. DIAMETER rl ! I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. SPACE EVENLY ,Ee �-li`IIIIIIIII,I`�11, NAIL SHINGLES W/ It OR 12 GAUGE ROORNG NAILS. 3/0' MIN HEADS, 6 PER SHINGLE. %Do,Oad Slpe� � �T,aLW Unoa A � 4ap S�GoOpW �tp Gou+nd Goo'sa 1¢OD�S to use In SLh E. SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN; 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL AT ENTRY TENURED, PANTED EXTER. WALL FINISH 6" X 6" H GALV. ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM Or G" ABOVE VERTICAL RISE OF FLASHING AT WHEEWALL w / FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED RA ING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW ; �• AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2' PHI LLIPS FLAT HD. "TAPCON" SCREW MIN, 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF N.T.S WINDOW ATTACHMENT 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 WIDOW 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 2X.'VWOOD FRAME BY OTHERS SY OTHERS CAULK BETWEEN -INASHEATHItING 11/2" 11 1LEMBEbMENT INTERIQR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S MAX. SHIM SPACE RDG529.5 DRIP EWE PROVIDE DRIP EDDI: Af EAVES AND GABLES OF SI ANGLE ROOFS. OVERLAP TO BE A MINIMUM OF An(76Dn)SAW DRIP EDGES SHALL E%'END Win BELOW SHEATHING AND EMEND BaI ON THE ROOF A MINIMUM OF tin. DRIP EDGE AT EAVES $HAL--BE PERMITIID TD BE INSTALLED EIIMER OVER OR VNDFR THE lN1ERIAYMFNT.'F INSTALLEn OVER THE DNDEFMYVENT, THERE SHALL BE A MINIMUM 9In WIDTH OF RBOF CEMENT INSTALLED OVER IHE DRIP EDGE FLANGE, DRIP EWE SHALL 3E ME011"ALLY FASTENED A MAMMUM OF ]tin ON CENTER WHERE THE wad AS DETERMINED N CCORMOE W THI SECTION R301.2.1.3 I5110 MPH (177 KM HI OR GREATER OR THE MEAN ROOF HEIGHT E%DEEDS 33 FEET "O,OSR M. DRIP EDGES SHALL BE MFCHANIGALLY FASTENFD A MAXP'UM OF G INCHES ON CE FA Ma"mum Fastener Spacing (Jambs, Head and SIR) n n„ I EA&a Vim Bit sOmm Fln'' R>e V ndEw to Wall Framing: x2 Smum/Pine/Fit Or Better Silicone �_. 6vew Minimum Penetration Glaaing Bead Cross Secton View Minimum �f ) tic• l Shone Ete,wr Shaming Items. Sept Measure to be SURE to opening N 31811/2"larger than lore Window size bom vertlolly and hmlmntaM/. • YOU may wish to pre-0181 tbe Installation roles in the fin at Uds pre. pamagand Ca MYes#)CAEmolal tAn as pay senor Step2 Apply a generous bead of silicon to the lucYSMe of the mouming an, Use enough SIW* to slt8centy fiil all Voids between the Bn and the Wall sheatldng. Step 3 brine the window DAD the opening him the Outside. The window 6labew "aside" and "outede", but t ease labels have been rnnoaed, the lbead shouldaWyysbe W the Inside of the building. Step 4 IretaN SHIM Under the sin, adjusting them exYY the unitisplumb In the opening. Shims d1OWd be installed under the si0 every 2 teen. The window should be basically centered in to opening with w more than 1/4" gap between the window and wall hami SMp 5 Iraga810%I-I/P svew Am III tie corner of the fin at each end of the head, all and both JaMbs. Step Install the remaining fasteners in a Inaements from the Owner screws to the center of ate frame member. LEE DATE na4oOver- tighten the spEws and PA them thmugh the fin. AM, make sure the slaw go in sba4m and be rat mass tie haneto bow. Wall banding sfauld be a Minimum of 82 SINUM waft Fastener; shoul be rio sprems ofsumdeidlength to addeve WIT perepalmn Into the well and noleast man l/Y hen edgeofhiring. FaslAMr nnBntaix n,>,dmme,a Sd2Of (21YIBM xTI"ve. R"cnvlm Sep 8 If dasimI a foam insulation on be beplled to the Interior gap aesveen the window and wall framing. if applied, desmustbe We NON EYPANOING TYPE FOAM. Step 9 Sins these Windows are typolty uged in rooms with high modisbRe, k; batleoons, it Is moommemed mat the ImeHm gap between the Window and wall framing also be MI with sjI and ace] so ,,at to Interfere with tw in"maation of wallboard, tle or trim. Step 10 Once all mnswcton 5 complete, remove the bubble wrap fimm the Inside and welde of the window. Y necessary, clean the blocks Willi a ftd detergent and we" Water uslm a soh date. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1, SEE COVER SWEET FOR WIND PRESSURE AND EXPOSI IRV 2- SEE ELEVATIONS 0 ITQ�r � b i tta I Affidavit 3- SEE TITLE BLOCK 11�FOWA Building Address: Contractor: Si ;ATFWGTUHAL SHEETS FOR ANY STRUCTURAL INFORMATION duct Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice DACE COUNTY APP. IKID Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. L30310.1 H W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DAD E Florida Me inc.In FLAMCO Uric FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, 1-1" PL215$0.1 R-2 COUNTY APP. Pr t a vent" FROM EDGE AND 411 D.C. TYPICAL MAX, ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL 8E APPLIED AND fL12328-R9 PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 PANEL WALLS: HLLVYVH6LC IVCU. THE TAPCO GROUP I JmHrACJ INIG INSTALL PER MANUFACTURE INSTRUCTIONS FL20403.4 HUGER ENGINEERED ZIP SYSTEM INSTALL PER MANUFACTURE INSTRUCTIONS FL17146 R7 WOODS GUARD BUILDING HOMEGUARD INSTALL PER MANUFACTURE INSTRUCTIONS CCRR-1092 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 18x7 3"x6" P.T. WOOD JAMB WITH IS) 1/2" DIA. x 8" "J" BOLTS FL16546.8 2nd Choice +30.0/-32.0 CLOPAY 83xv� FL15279.84 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16' X 3" FL20461.11 FIBERGLASS DOOR TAPCONS MIN. 4' FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.12 +67.0/-67.0 THERMA TRUCORP. SOLID FL20461.1 FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP &BOTTOM OF INTERSECTIONS AND MIN 16" 0 C ALL ONE 2nd Choice PLAST PRO LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FL15215.2 Sidelights g THERMATRU FL20461.2 PLAT PRO FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 AI .. r inf r MI WINDOWS & DOORS SERIES 440 SGD Alum. FL15332.12 rid reinforoad Windows: MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16- TAPCON FL 17676.9 1st Choice +40/-50 Singe Hun (fin) ANCHOR WITH MIN. 1?A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) TO PROVIDE 5/8"MIN. EMBED. C WOOD BUCK. SUFWSTAIENT T FL 17894.2 3540 SERIES FOQR THROUGH 2x BUCK U E #a WOOD SEW OF +50.0/-50.0 MI WINDOWS Single Hung (fin) SUFFIENIT LENGTH TO ACHIEVE 1t/G" INCH MINIMUM EMBEDMENT FL17676.2 IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES single FL17894.4 Hung (finless) frame Mullions:. M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS MulllDn 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A IiA M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15904.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR +50.0/-50.0 MI WINDOWS MI 3540 WITH MIN. laA" EMBED. TO ALL FACTORY DESIGNATIONS FL18644 R-6 WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center In direction FL16503.4 R5 1st Choice of In th Plygem / Varitorm Ptygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard win sta es solid 144 vented -145 FL12194.2 Hurricane Panels: Dade County App. ALL AMERICAN Pare Ga. 24 GA. §TORN PANELS 1st Choice SH TIER &GLASS Storm Panels FL16293 R3 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: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: iJ" At. �1 `ere F, sn t ri c'Oti A m a 10 to I -wv W BE,H-m Me --4 a � 22,2 a .ev -a D 8� " al r".In c w C. W o. U461 Q�°� LL va s Ti9€ a-oM-; a o A� Zia g ¢ av .?Doas d 2 g- d a all V J t7J as�u VwAV.rDS[NG.COM El ❑ ❑ 0 L9 z z o 0 z 1 GO (��• J$; r lam/ — GT z I` N tom,/-Ei M � to O m uon W i c I�jJ � cc rn n3 H 9 w U = t E GO00 ao EZE UDo I o v ©li� Q N 6 bD �,IWM ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 ® DIVISION LOCATION: PORT ST. LUCIE L• Job Information: ct' 0 LIIJ1*y Y aJ ° rn m > c-I T CA U 1-1 D- 3 7 _ J G) 0�1W� � JocIU�Ui Model Name / Number: 1820 Plan Issue Date: Wednesday, November 24, 2021 IF KA PROJECT NUMBER: 21-10561 Sheet: S-5Of MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER - BARRIER & WEATHER RESISTIVE THE�� DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH . - /r RESISTIVE BARRIER A GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE R703.2. General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall DOOR ROUGH OPENING _ TO BE USED, envelope shall include flashing as described in SeMldn R703.4. �WEATHER RESISITIVE WINDOW UNIT BARRIER WOOD FRAME CONSTR. R703.1.1 Water resistance. The exterior wall envelopb shall be designed and constructed in a manner that prevents the TAPE °� EXTERIOR SHEATHING SELF -ADHERED FLASHING 3/4"-1"BEAD OF OONSTR BY LAPPING DOM ADHESIVE TO BE APPLIED UNDER SLOPE 0.3 in: 12.0 In SELF -ADHERED FLASHING accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD S DOOR AND RETURN WALL BYeIN. UP JAMB USE ID NAIL BRAND OR (0.6 Crn : 30.5 Cm) SELF FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 for Type 1 felt or other approved water -resistive barrier shall be appfled' over studs or sheathing of all exterior wells No. 16 EQUAL. i EQUAL WEATHER PROOF CAULKING -ADHERED asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where WEATHER RESISITIVE U SELF -ADHERED FLASHING ` EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. joints occur, felt shall be lapped not less than 6 inchex, Other approved materials shall be installed in accordance with the water -resistive harrier manufacturer's Installation Instructions. The No,15 asphalt felt or other approved water -resistive BARRIER I CEMT. FIN. PER FBC-R CURRENT EDITION 703.7.3 ( ) barrier material shall continuous to the top of walls and terminated penetrations and building appendages In a SEAL tops of JOISTS �'�'" {j SS i' 1 rl manner to meet the requirements of the exterior wall envelope as described In Section R703.1. eq q p SELF -ADHERED FLASHING UNDER DECKING '{� [s� (SEE DETAIL WP07) I '', l' 3UBFLOOR R703.7.3 Water -resistive barriers Water -resistive bearers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (Installed In awordance with Section R703.4) Intended to drain 1. Cut, fbld up & temporarily secure weather RIM JOIST Refer to the number marked as ®in each detail that corresponds to the to the water -resistive barrier Is directed between the layers. resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or resistive barrier %%%��� 3. Fold weather resistive barrier back over head Bashing and � 1 PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install Hashing and weather resistive border to Form water shedding laps greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage space. seal with tape 2 2 O 3. Selfadhered 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, selfadhered membranes and mechanically attached flexible flashing shall be applied shingle.fashion or in accordance with the manufacturer's instructions. Metal flashing shall be Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING PO2 SELF -ADHERED FLASHING `n' embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts corrosion resistant. Flul"pplied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of g p FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK- SECTION Y V CEMT. FINISH SILL/ POTSHELF,%CHIMNEY SHOULDER Y Y/P03 5. Remove all release paper per standard installation instructions and water to the Naming components. Se membranes used as Bashing shall comply with adhere to substrate using a square piece of flashing material (6" x 6" Allfenestration AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building well with a sealant complying exterioralgid at t with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED Minimum ) AAMA $12, or other approved standard as appropriate for the type of sealant. Fluid-applled membranes used as flashing In y g • `•` �'t f I'' `?'r Air EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE ASPHALT 6. Fold as shown by arrows exterior walls shall comply with AAMA 714• The fleshing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. - - 'r. •: ' •.; �� r ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING,. 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit r ,, : •�, REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EGUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight to comer 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the _ ti• LETTER ON CHEMICAL SCORED exterior wall finish or to the water•reslstive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712, Flashing at exterior window and door openings shall be installed %* in accordance with one or more of the following: •t=', O• SELF -ADHERED FLASHING SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �� r (DEFOREFD.DING,SCORE RELEASEPAPW to EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed In the •,, 2 '30 VERTICALLY FROM ADEONEAS SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF THRESHOLD Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings.-t.; °e x a r MECHANICALLY FASTEN AS HANICA Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to :- NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection m SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. 10 14i' 1.3 In accordance with other approved methods. a) • . SELFADHERED FLASHING I /�-� - `t\v\ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 3 SELF -ADHERED FLASHING tj 2. At the intersection of Chimneys or other masonry construction with frame Or stucco walls, with NAJLING FLANGE projecting lips on both sides under stucco copings, i t L DO NOT FLASH OVER - ® //���� SEAL TOPS OF JOISTS UNDER DECKING 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. BOTTOM NAILING QI (SEE DETAIL WP07) 2 7 n m In W .•I co ^ FLANGE 5. Where exterior porches, decks or stairs attach i„ a wall or floor assembly of wood -frame construction. c c w` W ^ 6. At wall and roof intersections- m' b IO ao ^ r$,g� as N €264b U. i SELF -ADHERED FLASHING SELF -ADHERED FLASHING �/�� SELF FLASHING IWPO4 G V V P O rJ -ADHERED �/1�� �+ PO 0 mm HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER Y Y V 7. At built -In gutters. erne W O di C;O IL o_ t z z w a 2 O SELF -ADHERED FLASHING PROTECTOR 3O �' w o W�°r DECK SHEATHING - .... - 7/8" Cement Plaster m o J J w l � �N F 2 d u LL _- `- 7/8" Cement Plaster U o in accordance with in accordance with e ,...- - -- ' ASTMC926 ASTMC926 g� W o w - "� _ ?SELF!-ADFIERED SELF-ADHERED I 'iis WWW.FDSEhG.00M ❑ ❑ ❑FLASHING PATCH .. •'; FBIt bodied metal Felt backed metal lathe m accordance lathe m accordance /7 0 LO FLASHING zi with ASTMC1063 with ASTMC1063 l��/) z o S %N /%; DECK PROTECTOR ' a Building Paper% Building Paper z (��/j 7/16" O.S.B. 7/16' O.S.B. en�-- a DOUBLE sheathing sheathing ; ' �/J, z SINGLE I JOIST JOIST \y SELF -ADHERED FLASHING ' . ': ' ' Metal Keep top edge '� Flashing Of weep screed - eii+ /� Mtn 0 J v - IZ -, SELF -ADHERED FLASHING t 2" Wow top of o 0 'I 2 3"MIN 31 /2" block Unperforated Flange 7/8" Vulcum U _ Qvl c O5 4 Weep Screed souk bottom joint only a V) m itii U= n MaintainMetal Flashing E _ 0 of Bottom3-1/2" Unperforated ' z 0 SELF -ADHERED FLASHING rWPO7 SELF -ADHERED FLASHING W P O 8 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P O 9 Weep Screed Flange 7/8" Weep Screed 1 1/2" to 2" U N o � Ot m v s \H0.8362X;DECK JOIST OUTSIDE CORNER ACCORDANCE WITH m -' o Q N ° INSTALLATION OF THE SUCKIRECEPTOR. Above Roof 1/2" Cementltlous Sheathing Decorative Finish - `"`�'' DAMS HOMES All Inside and outside Corner WIII FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT ° need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster cut and caulked all •, bc joints need to GULFBREEZEr FLORIDA 32563 BUILDING PAPER SLOPE in accordance p o 0, becaulked using DIVISION LOCATION: SLOPE 0.3 in: 12.0 in 0.3 in :12.0 in 0.6 cm : 30.5 cm ( ) SLOPE 0.3 in :12.0 in (0.6 cm : 30.5 cm) with ASTMC926 over wood 2nd Vulcum caulk far all floor PORT ST. LUCI E fo Job Inrmation: (0.6 cm : 30.5 cm) SELF-ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR BUILDING PAPER CEMT. FIN. O WIRE LATH 1/2" Cement IV V SELF -ADHERED FLASHING _ Plaster Finish .. Z c `� Block W to 0)WIRE LATH 2112" Perforated > m Flange 1/2" Weep 14 a BUILDING PAPER BUILDING PAPER Cement a, Screed % 3 d i V 00 � a- Plaster over block `� �- 0 J LU ZD M l- EXTERIOR latfloor _J on (/) Cn to WINDOW UNIT CEMT. FIN. Install bottom VI Model Name /Number: „ Slab edge of weep screed 1" below 1820 finish floor Plan Issue Dete: Wednesday, November 24, 2021 OPTIONAL DETAIL KA PROJECT NUMBER: Not{`: 21-10561 3 3 O lath _ The building paper and metal mm t be installed over the top of WEEP SCREED DETAIL Sheet: �� Of: SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING JW-P O CEMT. FINISH WINDOW SILL �/ P 11 p P 12 p SCALE: NOT TO SCALE the wee Screed. CEMT. FINISH WINDOW HEAD CEMT. FINISH PARAPET WALL V V WATER PROOF DETAILS 5 111 both duct to roof cap w/ standard 70 cfm both fan 42X42 A/C SLAB BY BLDFR MIN 2' FROM WALL PAD . Sit OB ! 25 I BEDROOM #2 VAULTED CH L IN a--- 145 14x8- Fwed 2x12 8 4` ; TR 10 �- 7? B 0 EDRO M 0 VAIJI-TED I lox 1!wcd� 55 6' ------—--- o )WINER'S BEDR00i'v-1 MILT CEILING vAULTFD C,.Iuw,. ... rac.1 -- ----- - -------------- OBIL25 SH 148 1 wcd 215 0 6x16 ra 1 06 rag 14" 4*14 rag 1!4: 120 SM FAIMILY ROQrv1 r7l - lilt 14>8 lwcd 210 1 8x lw ----------- ----------- -- ---- --L g- 5 :CD 24x18 fb g DINING ROOM VAULTED CEILING 8" Zd Zd 14x8 1 wcd 7 155 712x12 rag -- - ------ - ---------------- --- 7 --- DEN - 12x1 2 rag EQUE i0'CE1LJNG EDROfA #4 --- MOOED MILING ADD I WC.-w TED HIP W/ B E L�V, W 12x6 'wcd --- 45 A 141,T12" 2." S E L. RAN& P . ... ....... SEE ELEVATION 3.0 TON W/5KW @240V 1PH 18x13 plent scale :1/4"=1'0" platform by bldr NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 4 45 14 MUM' BATH 3X4 FG VAULTED M.G. SH.WR -------------- ----- -------- ' t8 8 t i JTD CLG� - - 14x8 lw�d: 05 r REF 41, J aUOL l'En G. l LAI J N. 8x4 1 wedin Iu L 57EP DN � HANSON BOX MYER VErf-- --- rB as" AIR, THRU ROOF 11AX LOT 251111 KILL ON, IRS 54, ------------- 3 ARR 8, CEILING ___.__LINE OF GARAGE DOOR ---------........... :::::: 7 IOU 16, 7 OV:MHEAD DOOR License #U,/C1249777/ 5 11 both duct to roof cop wl standard 70 cfm both fan 4" dryer duct to roof cap 4A/dryer vent box t6 uNdiOF GARAGE DOOR -------------- !3x7 OVERHEAD DkX1&I FLOOR PLAN W,AI,E, ! M', --V 0, ALL ELEVATIONS AREA CALCULATIONS 1st RWOR 1920 S.F. TOTAL LIVING (AC) '-820 S." GARAGE 6eD G.Z. COVERED ENTRY (BASE) 56 WIrERED PAT10,2311W 137 S.P. TOTAL AREA UNDER ROOF 2609 sT. O V Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=15 'insulation value.