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HomeMy WebLinkAboutBuilding PlanSTRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWING TERMITE SPECIFICATIONS: R316.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMFLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL S), A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 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. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31844) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN SPECIFICATIONS FOR STRUCTURAL CONCRETE. (ACI 301-16) FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER AND LAWS ESTABLISHED BY THE SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE &OIL &SHALL MEET ASTM 615, ASTM A70 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI EDITION OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SU NOTES- PPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION -.2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 201E EDITION 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 7-1-6DIFFERENT 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 ALUMINUM DESIGN MANUAL -AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 7' OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE 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. WITHGOVERNING MUNICIPAL OFALL REGULATORY ATORY FOLLOWINGWHEREAPPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. STRENGTH OF 2000 PSI if m = 2000 PSI ) INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 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 DEFLECTION CRITERIA OF BODO PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. R703.7.1 LATH. 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 LOFT, 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) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM 01063 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/ BEAMS ** LL/360 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 POOR 4J015T*** LL/480 TL/240 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 g, TEMPORARY BRACING AND SHORING OF WALLTO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL 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 IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 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, (I.E BLOCKING OR GABLE 20 20 20 20 R703.7.3 WATER -RESISTIVE BARRIERS. TOP CHORD LL 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 OL 7 7 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO BRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OFTHE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION 37 37 45 55 DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FORAIR . PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 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, VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ATTICS W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. CAATTICS W/ HEAVY STORAGE 50 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ AV STORAGE 10 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS 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 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. _ APPROVAL FROM FOR OR INDICATED ON PLAN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP UI WALLS AND TERMINATED AT PENETRATIONS AND PEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND LFLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: PSI MIN. BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9 S GENERAL FLOOR LOADING ROOF DECK: PLYWOOD C-C/GD, EXTERIOR OR OSB DESCRIBED IN SECTION R703.1. FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, R703 4 FLASHING. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSS EXPOSURE 1 INIMUM 1 B" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENITS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 15 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE DIAGRAM (-) VALUE DENOTES SUCTION AREA ® 5O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 0 Q °O 50 (+) 24.8 (+) 24.8 (.) 27.1 (•) 31.1 0 (+) 23.4 (+) 23.4 100 (•) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'•0" x' 16'-D" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (- 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS o¢z,. cl l: e'er N 0 .yr. y c a $Ifi N SFm W m g 0 00 w pp PF Nq qp in go nJ y5 01 APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED A M / FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES $ 8a$ d w y SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE s m y 9 a BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER g u l: s $ S. o SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN SPECIAL FLOOR LOADING CARE AND MAINTENANCE°A "gx �gm m ° -� 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 w aA a 8 'e m PRODUCTS SHALL BE W TER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. COMMMENTS: YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER/HOMEOWNER ARE NECESSRY g - � � Z a £ a a 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER TE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (pSF) FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BETAKEN TO CHECK WINDOWS AND � � 0 � � � � � C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE WITH �MA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY4. 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 W y TO THE SURFACE OF THE EXTERIOR WALL FINISH. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS RE 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 9 g' e ❑ ❑ ❑ TO PROTECT THE COATINGS. THE DESIGNER AND ENGINEER OF RECORD ARE NOT e° www.Foservc.caM APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. • EXTERIOR WINDOW/DOOR OPENINGS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR z • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 50 (PSF) INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER M ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) MAINTENANCE. Z • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, GUARD RAIL @ HAND RAILS (d) 200 (PSF) Z N ¢�¢ • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAILS IN FILL COMP. (fj 50 (PSk7 Q 5 CONSTRUCTION. _ AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ROOMS OTHER THAN SLEEPING 40 (PSF) • N WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS .SLEEPING ROOM 30 (PSF) N • AT WABUILL N GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STAIRS 40 (PSF) ¢� UPLIFT CONNECTORS FOOT NOTES d. A SINGLE 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. 4, c C, w 'o TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BERING WALLS RE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A ,ry m 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. F. t"I J' O w 2 uan. . MORE INFO. N c m FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: V� o =� U 3c w m o -1 AY 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 tltl iding L of these Go 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS M / documents that these documents be accurate, providing Licensed a _ 0 d ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. Professionals cleat information. Every attempt has been made to n `^ PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. E DOWELS, DRILL A 3 4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR IN70 4. DO NOT SCALE PLANS. DIMENSIONS ARE T@ BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 2. FOR MISSED VERT. 0 / review all the information contained in these documents, prior to a a d m it'll', 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 the commencement of any work. The Designer/Engineer are not INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. responsible for any plan errors, omissions,or misinterpretations PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to A DAMS HOMES DURING BOND BEAM POUR. construction. All construction MUST be in accordance to the 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the TO FOOTING). i ,� CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS UCENSE NO. CRC1330146 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) A x 2Y4" TITENS TO RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered MASONRY AND 7 -10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM-16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS 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 PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. GULFBREEZE, FLORIDA 32563 PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS RE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR. ANY REASON. Payments will be made in accordance to the terms of the agreement DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. PORT ST. LUCIE CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. VI 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Jab Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. `} MASTER REVISIONS O DATE DESCRIPTION ALS"' CM DAMS HOME LLJ N ¢ M Of Northwest Floridan® � � L N (gyp � N cc a z oJWm0t J M U) U) VI Model Name/ Number: 3000 G3ULFB EEZE PARRWAY C��L�MSRC�/C9 FL®R0©A 32563 1820 Plan Issue bate: Wednesday, November 24, 2021 KA PROJECT NUMBER: 21-10144 MODEL. lmf;20 Sheet: Of: COVER SHEET fi C" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B Q +27.6 / -29.9 1 l R ) +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(pl0 BW1 16" (2)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT BW2 SP2 W (6)-10d SPi W/ (6}10d SPF 402 16" 6 STUD, 10d PLATE ( STUD, (4) 10d PLATE BW3 12) SP211 (6) 100 (2) SP1 W/ (6) 10d SPF 803 16" STUD a 160PLATE STUD, 4 10d PLATE BW4 16" (2)16d TOENAILS (2) led TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ GYiOd i6" STUD, a SOtl PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) SOd SP1 W/ (6),1Od SYP 878 16" STUD 6 led PLATE STUD, 4 SOd PLATE BW7 12" (2) 16d TOENAILS (2) led TOENAILS SPF NO NO UPLIFT SP2 W/ (C,20d SP1 W/ (6H10d BWB 12" STUD, (6) 10d PLATE STUD, (4 10d PLATE SPF 535 BW9 (2) SP2 W/ (6) SOd SP1 W/ (6)-10d SPF 1070 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE Bw10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6) 10d SP1 W/ (6)-lod SYP 585 12" STUD, (6) 10d PLATE STUD, W 10d PLATE BW12 (2)SP2 W/ (6) IOU SP1 W/ (5)-10tl SIP 1170 1T' STUD, (6) 1Od PLATE STUD, (4)10d PLATE BW13 NOT USED OUBLE 2z TOP PLATE TOP OF WALL ,i. 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 WF09/93 FOR CONNECTION INFO, IF HEADER IS WITHIN WALL INDICATED ABOVE WITH $- EE MS03/S1 FOR NO UPLFT CONNECTORS BRG WALL TO INDICATED IN WI CAN MASONRY WALL BE IGNORED, CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION -- -=- - 2.- PLAN FOR MORE 21 P.T. W/ 1/2" A.B @ 32" 0-C. W/ 7INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL - MIN. 7' EMBEDMENT PAST STEP DOWN. ": REQUIRES MIN ALT.: SIMPSON 1/2" 71TEN HD @ 32 O.C. 7/16" OSB PLYWO W/ SAME EMBEDMENT W/8d NAILS AT 4.00 WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTE #8 BRG. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2.4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPB AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF"BW" INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE 3 INDICATED FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) FIRST FLOOR C . (N 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOODW/ Sd NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x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lod- 0.14e" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFTLb) 9 0) 2 x 4 #2 SPF (4) - ISO TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 X 4 SYP #1 OR (4) -16d TOENAILS 0 Cq (4) 2 x 4 SPF #2 D7T2Z W/ 1/2" WEDGE ANCHOR* & 18) 1/4" X 11/2" 2145 SDS SCREWS C5 FC 574 x 4 P.T.#2 ABU44 W/ 5/8' ATR*- U G = 05 22 - 22d0 SYP POST & (12) - 15d NAILS 6x 6 P.T.#2 ABU66 W/5/8"ATR** G=12000 CB SYP POST & (12) - led NAILS U - 2300 8 x 8 P.T. 42 ABU88 W/ (2). 5/8" ATR*" 0 = 243S5 U = 2320 C7 SYP POST & (18) - led NAILS 3.5 x 3.5 P.L. Fb=2400 PSI HoU&SDS2.5 W/.(14) 1/4' x 2 1/2" SDS WS & 5/8" EPDXY 5646 CB 1.8E (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. 1.8E Fb=24DO PSI HDU53D32.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR. OR ATR*" C10 3.5 x 7 P1. 1.8E Fb-2400 PSI HDU8,SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR ORATR*** C11 5.25 x 5.25 P.L. 1.8E Pb-2400 PSI tiDU8 SD52.5 W/ (20)1/4" x 21/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8 SDS2.5 W/ (20) 1/4" X C12 EE 1.8E Po=24DO PSI 21/2" SDS WS & 7/8' EPDXY 7870 (WOLMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [0] COLUMN IS INDICATED ON SECOND FLOOR, THE SASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SH GET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.eE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON A NAIL DIAAENGTH NAIL SPACING E d 0.131" X 2 "h" 0.131' X 2'A" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS hod OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 YV 0.131" X 31A- NAILS & TOP PLATE 12d 0.148" X 314' 0.131" X 3 4A" 8" O.C.(COMMOM STUD WALL 8" O.C. GUN NAIL CORNERS SOd 0.:LW X 3" 0.131" X 3" 6" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS SBd O.i62" X 3'h" 0,131' X 3'A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2)- 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/0 FLITCH PLATE THIS SHEET (H" (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 \% W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET O(2) - 2X12 92 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLTrCH PLATE THIS SHEET H5 (2)-1314"X 11114 ATTACH TOGETHER WI(2) ROWS IW X 311Z LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) - 1 314" X 9 1/4 ATTACH TOGETHER W/(3)ROWS 1/4"X 31/2' LVL 2. OE FL1=2600 PSI $DS WD SCREWS 0 16- O.C. TYP. EACH SIDE HEADER SUPPORT NO.OF JACKS STUDS REQ, AT OPENINGS OPENING 2X4 WALL 2x6 OR 2X8 WALL SIZE JACKS KINGS JACKS KINGS EA. END EA.END EA.END EA.END 1 A' - 3'-11" W (2) (1) (2) 4,-O"9_0„ (2) (3) (2) (2) 10'-0' 1.6'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE list FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DE1 WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12 I COMMON NP AT 12" ox. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS CONNECTION: PROVIDE 2 DE - 2 X 8 #2 SYP , N 7/16" ) ) M1 BEAM FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING 2" OR (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C, TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/15" CONNECTION: PROVIDE (2) BM 050 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING 2 OG U$ 2' ROWS OF NAILS 12' OR (2) SIMPSON ONHETA16N. CMU O.C. TYP EACH SIDE EACH COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. 12) - 1 3/4' X 11114" LVL CONNECTION! PROVIDE (2) 2.0E rb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN, EACH SIDE. (2)-13/4"x117/8"LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M 5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SOS WOOD SCREWS 016' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH S16E COL U.N.O. ON ROOF PLAN. (2) - 1 3/4" X 16" LVL 2.0E CONNECTION: PROVIDE (2) HER USING (2) ROWS TOGETHER SIMPSON LSTA24 OR 1/4" x 31/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. I GENERAL BEAM NOTES I 1. VERIFY MATH 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 ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 4a -a 10'-0" 39'-8„ IT-10" 12'-10" 81 0 4'-10" O 25 SH © 25 SH PRECAST BOTTO 0 6'-8" EGRESS 12'-10" 13'-10" - - _ - 13'-0" HOSE EGRESS BIBB o Wo 0 OWNE IS BEDROOM LANAI W J BEDROOM #2 "VAULTED VAULT CEILING:� ¢ < W g M 0 VAULTED CEILING N CEILING 4 C2 C2 H G.T. --- - cH -- - -- - ---- -- --- S01 % C S2 *----- 12'-4" ------- '-6" - -- H1---------- 0 5'-0" ------------ T_2" -- - -- ----', 3'-8" 2'-0" 7'-2" (2) 3050 S H2 2868 a° 2668 2668 2' 2„ w . 8' CLG. iN - A BW1 O oo - - - 1R/1SH - (•1 ua w I I BASE PLATE 4 O N ¢ 2 w AT o ATTACHMENTS AP 100 BRG. WALL of =' WE BATH 2to b OET ir1 N M DETAIL dN VAULTED CLG $cam N FRAME OWN OU amm oa 2668 200 CLG. TO 8'-8"FAMILY i...l ROQM Ell 5'-8" 10' FILINGTV 0 0 W.I.C. I = 2668 2x6 WALL ® \ 10' CLG. I � ro VTR 00 1R/1SH BEDROOM# 3 ' TO O Q M LJ n05 i VAULTED CEILING A �O .4" 2,_8"i q Wo OWNER Z a 3,_4„ 9'-4" N w TN n 3 X 4 a m BATH FH VAULTED �LG. Lo LO iv SWR , 5068 I !, 36" FLAT BAR i r - , •' •�• TOP ON 341h" c0 8' CLG, i4 ------- I ----- *----------. ALL I I w A/C Co _ Ol - - - - - - - - - - 1R/1SH ANGE/ D/W �:-. OP OOD DBL. ' SINK PROVIDE PLATFORM N N FOR HVAC UNIT m w VERIFY SIZE WITH v MFGR KITCHEN DINING ROOM O•N-I C o a VAULTED CLG. VAULTED CEILING ti > W m Uzi 9 3" z 3 b- 6 7 7'-4" 12'-10" © 01 m 00 2668 z 0 4 VERIFY 4 LOCATION N o W/ BUILDER NOOK I > VAULTED CLG. -. [ Z 3 �\ r_==;LAUN. 'o 10' CLG. N N� I I• L - - - DEN/ * DRYER VENT 4"STEP DN. 2868 FOYER BEDROOM 44 THRU ROOF 10' CEILING N VAULTED CEILING MAX LGT35'-0" HANSON BO 'O ADD INVERTED _ _ _ _ _ __ @ 36" AFF HIP w/ B ELEV. PULL ON. STAIRS 221h" X 54" in ------------- ' SEE ENERGY FORMOP NOTE: BUILDER TO PROVIDI FOR WALL INSULATION Hi N APPLIANCE PROTECTION IF I REQUIREMENTS I � � A REQUIRED BY MUNICIPALITY, SEE SHEET 4 FOR DETAILS I . I V GREss &/TRANS. 3 CAR GARAGE PE o I ELEVA c0 t10v ro � FI 8' CEILING S 3 W 1 4 cD c7 30'-0" 2'-10" R ENTRY EGRESS 71 4 N DOOR 10' CEILING SEE ELEVATION FOR LINE OF GARAGE WINDOW SIZE & STYLE --------------- T-------- 1 - LINE OFGARAGE DOOR ------ -_ --- 7 C S3 O - ELEV. BM3 I "B_&'D-�__ 16" SQUARE COLUMN TOP @ 9'-0" '-4" 2'-711z" 9'41h" ' i S-3 CD21 S12 S-2 I 12 Si S 2 HOSE ; I S2 BIBB O 8 x 7 OVERHEAD DOOR _ 16 x 7 OVERHEAD DOOR 2.-0„ g _p 2 .p» 16' 0" 2',0" 6'A' 13,_4„ 20'-0" FLOOR PLAN SCALE: 1/4" =1'-C" ALL ELEVATIONS +26.5 / -28.8 1 C p ) +26.5 / -34.4 +24.8 / -27.1 1 ( F ) +24.8 / -31.1 © +24.3 / -27.5 (W)+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 FRAMED WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeyoombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is installed 5'-0" on each side of the Venting. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent.. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 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 methods]- R308.4.2 All windows within 2'-0" of doors and in shower or hub areas will be safety tempered glass. Calling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone an roof diagram nailing schedule or 5/8" COX. IX T&G acceptable for substitution. s EC: R402.2.4 Access doors from conditioned paces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length ab exhaust duct length shall be The maximum allowable gt 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" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking 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" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications 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. E `y, g (0 Kr O LO PB-C F cw m�m o3m°sw W M cc W W � IS vT m 0Ai SO �BW 5.£'S i2G U N F£°. 5 WWA'.Fa9aVG.COM ❑ ❑ ❑ U z zS 8 Z Q L N d Z .-I ti N f0 LU ro � m U W M c ~ U 1 �3Eoo j\I S � N a0vs dq ' Q E1AMC LiAMT.0 FLORIDA CONTRACTORS LICENSE NO. CRC13301 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE / I Job Information: ry 0 W` a) Q O Ol m Y 12 6 z �Um12 LOCL p_jML'L^J�/� F- ` Lo W vJ 0 1VI Model Name / Number: 1820 ♦ I Plan Issue Date: Wednesday, November 24, 2021 ® KA PROJECT NUMBER: 21-10144 Sheet: 2 Of: FLOOR PLAN ("l) 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. FM01 I SINGLE STORY FTG REINF. SEE PLAN #5 REBAR (*) SLOPE MAY "BY 24"MAXIMUM DEPTH. IFGREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF GENERAL FOUNDATION NOTES (U.N.O.) STEM WALL OPTION IS TO BE USED. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE MIN. 6" AND SEALED. I IPPED CURB FOR VARIES F.F.FF MASONRY @ ELEV. 0'-0" .' �-;., - - - - W/ (1) - #5 BAR CONT. 2 4" 2500 PSI DED SLAB W/ 6X6 TE. I W W OM.R A FlBERMESH /FIBERMLY ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER.414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. M GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELLW/3000 PSI CONC. FROM FTR. TO 2 STORY: 20" X 20" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. REINF. I W (3) - #5 CoNT. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. SEE PLAN -► 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR 16" 1 (2) # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. BEARING 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE 1/2- =1'-0" 1 FM021 SECTION @ GARAGE 1/2" =1'-0" U.N.O. ON PLAN. FM03 I TNI('.KFNFn FI)l;F 1 1/2"=1'0` _- (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR. Pell ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE PN 2 STORY: 20' X2.0 " 4" CONC. DRIVE W/ 1/2" IXP W/ (3) - #5 CO JOINTS 10" O.C. TYP. 1-6" (2) #5 REBAR FM09 SECTION @ GAR. DOOR 1/2"=1'-0" 2X BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - 45 CONT. FOR MORE INFORMATION) N '^ REBAR FM11 I STEP DOWN BRG. OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN BAR WITH (1) (1) #5 BAR CONT. F.F. INSTALL LINING ` - MATERIALS PER '�- " �� , FBC-R P2709.2 ^ r i FM14 SECTION @ RECESS SHOWER ALTERNATE: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" FM19 I TYP. CORNER BAR DETAIL 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 OFTHE 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 ( MODIR ED PROCTOR I THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. SE 1/2"=1'•0"I FM12 I STEP DOWN NON BRG. MARK SIZE DEPTH REINFORCING CAP. 15s FS.O 1'G" X CONT. 1•-0" 2 #5 E.W. SOT. 2000 Fip 2' 0" X T-0" 1. W 3 #5 E.W. BOT. 7200 F2.5 X-6" X Pfi" 1'-0" 3 #5 E.W. DOT. 11000 F3.0 3•-0" X 3'-0" 1'-0" 4 #5 EM BOT. 15600 F3 6 3'-6" X 3'-B" 11-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0' X4'-0" 1'-0' S 95 E.W. ROT. 28000 F4.5 1 4'-B" X 4'e" VA' 5 #5 E.W. BOT. 34500 F5.0 5'-0' X Y-O" 1•-0" 6 #5 E.W. BOT. 42500 F6.0 6 0" X 6'-0" VA" 7 #5 E.W. BOT. 61500 1/2" = 1'-0 LEGEND INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING SEE PLAN 4"x 4"x 16" a OTYP. SEE PLAN SEC. CURB toa 00 (G.C. VERIFY) REINF. io (SEE PLAN) 2 #5 CONT. 2 #5 BENT BARS W/ w w ON MIN. 25" LAP SPLICE MUDDED PLR. 16" SLOPED TO DRAIN MIN. #5 CONT. 1/2" = 1'-0-1 FM18 I TYP. STEP FTG. DETAIL 1/2" = 1'-0" GRADE REINF. #5 CONT REINF. SEE PLAN SEE FND. FOR QUANTITY _ #5 X 25" X 25" ` CORNER BAR ONE 0+ FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2) #5 REBAR 161, A/C CHASE 4" 2 STORY: 20" X 10" THRU FFOOTING OOTING W/(3) - #5 CONT. 1-1/2"=1'-0" FM23 TYP. FND PENETRATION 1/2"=1'- _L SCHEDULE STEMWALL HEIGHT (h) 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 0'-0"-2'-0" 8" 101, 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'4" 10.. 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'.0" >4'-0" - 5'-4"16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-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 #6 CONT. REBAR (1) #5 HORIZ. CONT. TIED' Eq. VERTICAL REINF. BAR— #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED' E4. VERTICAL REINF. B RN GRADS-8 MIN -AP° TO TOP OF ?( STRIP FTG. - 0S COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) COVER U FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND \-VERT. F.C. ABV. FDN. #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 #9 CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE •16' 5. #5 HORIZONTAL CORNER BARS WITH 4'-D" LEGS IN KNOCKOUT BLOCK @ 16" V .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. S. 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. U 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 8" 10" 316. ON I TYP. @ CORNERS ■ ■ ■ ____ ___ __________i __________________ ■ ■ ■ ■ ■ _________________________________, I ,____ _____________ ------- HOSE I ' � BIBB F1103 FM01 ' 3 3 0 ' FM11 ` I FM11 i- M1 3 I , , N ■ F2.5 a F2-5 ; 1 U a O I OJ OD STEP ON. 4" � `-+ ro 1 1 zo 20 ■ ' `------------ I FM11 ,- TUB ■ ' .• W.C. I I, UNITco r: — , LAvzo C(�� m I' ,1LAV JJ ■ - ip 1 o , 11, 8" ' O W.C. ■` r— , , — — -}- 00 Q5 ' ■ I TUB S,4YLES VARIER I Q I ' I VERY' DRAIN LOCI�T+ON I ; a 'v 1 '3X4 1 1 - F.Q. I SHWR r I 1 to _ _ I pp p ' D/I'V io SINK`( J.I\ .✓ i 00 1 1 1 ' ' 12' 11" 1 ' I ' ROVIDE CHASE ' O FOR HVAC UNIT i VERIFY LOCATION 0 7' 0" 3' 0„ o , 1 1 ' , 1 OMP. UNITFT I II'- -d plr,_ _ _ 0,�i1trr -,I M301 WASH ---------- ------- ----- I ■ ■ fi L,_ , , I /O STEP DN. 4" ' ' r li`o ' FM 2 ' FM11 ,, F2.5 I 3 I. 3 I ` I \ 1 I 1 1 mQ Z 1 ■ U a S 1 ® I ■ I I 1 FM02 STEP ON. 51h" 3 o i 1 6' 4„ 1 Zo I 1 o� IV C.J. ------------------------------- o N FD I I � rn ■ ■ ■ 2' 8" `v o I ' ' I I � I , ' 4" I 1 FM03 m TD , FMO9 3 F2.5 I iy I HOSE ; t Io mBIBB ---------------- -------------------------- --' ■ 1111111111111111111111M3 ■ ■ (2) #5 BARS W/IN - EACH F.C. TYP. @ EA. FOUNDATION PLAN SCALE: 1/M" =1--O„ .,. ALL ELEVATIONS ��ggNl1F6 I TI}��� * N ®�•; J�A,VE O N s , 77JJdd kla ""4 p'. "I .p 9 - 1m0 3 OM 00 E g" Lo 00 €`P .� E ` p Z5 08 0 ti N gfr' I''la #g'Bg � N r, w p- 4c�:°\r6 a W YL,� b ILm= K O EA J m 8 �cT a a a V7 O �u8e W gg� ° WWW.FDSENG.CON ❑ ❑ ❑ (9 z gZ o z N Q j Q fwi —' f0 a lll��1�1!JJJ N z I' N I'�• JI L) m v w o .I�wo �.. \ w � vam T($ C) CQNJ E m = O N C) m o 7s 4Aw® F%AMIC 41AMG'C FLORIDA CONTRACTORS LICENSE NO-CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: C: L. cLn CH W N r p M c co ai fD ,H N z F- seo Lo a OJMLUZ) - 00 o ti J W '^ ,^ v I ® Model Name / Number 1820 ® Plan Issue Date: Wednesday, November 24, 2021 V KA PROJECT NUMBER; 21-10144 Sheet: A Of: FOUNDATION PLAN 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 = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD SOOO WATER HEATER 4500 WHIRLPOOL 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 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 4096 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 ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL IFM24.1IA1 TERNATIVE PROTECTION BARRIER N.T.S. 11/2" VTR TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR c BIBB INSTALL FAN P� \ BOX PREWIRE'__ --------- I I , I I I I I I I I I I I , (I/ L+J GFITr rrGFl fzvW iI DTGFI WGFI MICRO/ —GFt FOR D/W HOOD LOCATEDIN -ADJA1CfNT.CA1 I � I VERIFY LOCATION IN = INSTALL FAN BOX PREWIRE WP GFI -----j ----- ---------- II / II 'I II , I GFI FIELD GFIof nr 220 GFI @ YY ELECTRICAL W.H. 42" AFF ------PANEL / I w -(Y?- V ATTIC ELECTRIC m w r- / " IF REQ'D BY CODE � V w�ZZ �¢zo ac�oE zzo Z °� a a � GFI GFl � GFI @ OmNp 42" AFF � ¢ m p a FOR GARAGE FOR GARAGE o � p w DOOR OPENER DOOR OPENER Z CCD) m I I I I I I I I , I , I I I ' , I 4?," AFF I I ' � I I I I I I I , I I I I I I I I 1 i I I I I , I I I I COACH �---------------------� LIGHT COACH COACH LIGHT LIGHT i ' o- /Dool ' BELL i WP�I GFI ' COACH / LIGHT FAN T-F INS`fALL ��OXPREWIRE x �l I I `� INSTALL FAN � BOX PREWIRE I I I I I I I I II I I I y.f. I I I I GEN. OF WALL o 3 3 I I , I / I I I I � I I A4. I I y.f I i I I I I I I I INSTALL FAN BOX PREWIRE I I I I NOTE: KEEP COACH. LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION FOR TRIM. BIBB ELECTRICAL PLAN SCALE: 1/4" =1'-0" 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" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES &DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY.. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION &SIZING OF ALL ELECTRICAL, WIRING &ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS I SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ' 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR Of THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS -OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH � CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT � FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH � FLUORESCENT LIGHTING -� CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE (WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT N ' � DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET P— DOOR BELL ® SPECIAL SERVICES OUTLET DISP O DISPOSAL N� T.V. CABLE OUTLET � DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2I0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE 8V POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # $ COPPER TO RANGE INTERSYSTEM # $ TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER e) APPROVED GROUNDING ROD W/MIN . $' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V Job Information: W 'i � Z N V Q J w � oo � m cn cn I° Model Name /Number: 1820 Plan Issue Date: Wednesday, November 24, 2021 KA PROJECT NUMBER: 21-10144 Sheet: w Of: ELECTRICAL PLAN 0 FIN_ BEARING 0 ENTRY TOP 2F BLOCK,, - FIN BLOCK_ 12 u SMOOTH DECORATIVE BANDS RETURNS 2',0" SEE FRONT ELEV. FOR SIZE & STYLE 48" OFF RIDGE VENT ■ co i0 DBL 25 SH _ _ 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "B" SCALE: 114" = 1'-0' 48. OFF RIDGE VENT W OFF RIDGE VENT TO OF BLOCK _W'DOW HEAD HGT ❑ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 0 BID 33/2 SH FIN. FLR._L 25 SH — _ DBL 25 SH FLR w io W OCUN HEAD HGT 25 SH ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH (2) 3050 SH 2868 FRENCH DOOR REAR ELEVATION SCALE:1/4" =1'-O" 0 Eo TOP OF BLOC FIN. FLR. 48" OFF RIDGC VENT SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE LEFT ELEVATION f'B" SCALE: 114" =1' 0" VENTILATION CALCULATION Formuls — * 144 — not sa inches of d d xhaust soffit product provides 4.12 net sq in/sf Ridge vent provides 18.00 net sq in/If Off ridge vent provides 138.00 net sq in / sf overhang distance L33 ft SF, of Area to be vented (SF) 2609 s.f. Total needed forexhaust for upper 1/3 626 netsq inches Total.. needed for intake (soffit area, lower) 626 nets inches Numberof Off Ridge Vents foru er 1/3 needed 5 L.F of Ride Vent needed (can be used in combo wlthORV) 35 Lineal Feetof:5offitneeded to meet required 114 Lineal Feet of Soffit providedb Ian 209 TOP OF BI FIN. iY OVERHEAD DOOR OVERHEAD DOOR S.L. AND 16" H TRAIN. ABV. CEMENTITIOU ; COATING BANDS DOOR STYLE MAY VARY REFER TO SPECIFICATIONS -- FRONT ELEVATION_ "B" - SCALE: 1/4" =1'-0" ��tffeui+r,rrr< *+.s�ATCi. SC1zife..cr`t. Z') '�, •r c.r d.�LID w 0 911 J J $�°P oagmgs 4 it a 3r� a m s 3o 0 00 �SS5n • �mry 00 aJ�7 IL F1 ®LL 08 ¢ 3 r cal ° 4 w W,W/,FDSENG.COM z C Z z ° C1�Wol V / z F a Z r t/1 0 M o Uo�.a� C ♦ ' F U �NE h < of .... ® ■1AMC LA01YrC FLORIDA CONTRACTORS LICENSE NO, CRC1330146I 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 PORT ST. LUCIE IVI Job information: 0 z Lo 0) W N aT Q °c d M > rl is 3 Gi L z c") m Lo CL b __ 3 W 00 Jm(nch VI Model Name / Number: 1820 Plan Issue Date: Wednesday, November 24, 2021 KA PROJECT NUMBER: 2110144 Sheet: V Of: ELEVATIONS SEE DET. TB03 FOR WIND' < 155/C M G.C. TO PRI BLOCKING W/ APA RE FOR SPAN I SHEATHIN( SEE "HIP/F BLOCKING' c U. h i 20'-0" MAX * ALTERNATE SPAN RATED 32/16 HEATHING MAY BE USED (32/16 i THE SPAN RATING, THE SHEATHING HICKNESS IS 15/32".) IF 15/32" IS SED. THEN THE ALTERNATE BLOCKING iPEEDS DH )VIDE i0 COMPLY :OMENDATIONS IATING OF IDGE DETAIL - - - - EQ Q a R a Q Q 4 ? 4 a "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING o 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TBO4- - - - - - - - - - - - - - - - T O x Q Y - - - EQ. BOTTOM CHORD GABLE END BRACING @ OP 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 - MAY __ Alour vRAC!!q _ olanVlncn IT PVTPNns OVER AT LEAST 90% OF THE WEB. 2) "T" BRALANG MAT BE USED iN PLACE Or r.-,1,T,.",1­1 1 "-•.--_..._ ..._..__._ _. _._- _ 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 R SPEED (ULTIMATE) 160.0 MPH SPEED (ALLOWABLE) 12SURE CATEGORY B EFFECTIVE WIND AREA WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG, [4:12}[12:121 (SQ FEET) a=oft a*a O r AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 -51.06 -51,06 10 GABLE -37.00 •37.00 -58.99 -58.99 -58.99 -76.03 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, 2n, 2r ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" 0-C IN FIELD ©r ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 0 11 ROOF SHEATHING' SHINGLE: 1IL32" EXP. 1 ('2D) TILE: 11132" EXP.1 (122D) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 36" x 0.113") NAILS _ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN �32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3-. GABLES. DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. GABLE r ®r 1, De ua u '�'r '2�a==4ft ROOF > 20 TO 45 1,a DEG. [4:121-[12:121 WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM %' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le O NAILAT BASE 2 ROWS @41 D.C. W/8d COMMON NAIL. O NAILAT TOP PLATE TWO ROWS 0 4" O.C. wl Btl COMMON NAIL. © NAIL OPENING PERIMETER w/(2) ROWS @ 4' O.C. w180 COMMON NAIL. O NAIL INTERIOR AT 6"0-0W/III COMMON NAIL. OE STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/Sd COMMON NAIL. O PLYWOOD SPLICES @HEADER, NAIL SHEATHING TO HEADER w/80 COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2)Sd NAILS @3"O.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF OABLEEND. OFLOOR SHEATHING " PLYWOOD DECKING GLUED AN NAILED w/8d Y.COMMON NAILS AT 6" oA. AT EDGES OVERDRIVE NAILS: FASTNERS SHALL NOT PENETRATE SURFACE MORE THEN 1/3'. I. 15/32' 035 - EXPOSURE I SHEATHING PROVIDE BLOCKING 1 11 IIt I AS REflUIRED PER SECTION X-X IF NOT I FULL- _----- GO FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: III NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Lp (2). Zx TOP PLATE BEYOND 1542' OSB EXPOSURE i lSHEATHING _ _LL_1 ----------- 1-_-=-- ===-I====-= II F II II II 11 SO1JD2x BLOCKING �O II II II I @ALL SHEATHING ww jll III II II II I III 1� EDGES III III II II II III II I (SEE SECTION X-X) p N C' �11 II y Z III III II I OPENING III II II II I II L___!L___ L- _ _-_ -__ iii II i II ii III X II II y0� III III C I y ,g n 111 jll lit E 2x STUDS BEYOND. WO IIII II IIII 11 II II II II II Il 1 ww SEE PLAN M -1 IIII IIII 1 It IIII I I II 1111 II II II I IIII IIII 11 11 IIII I I II IIII II II II II Il I I Cl w I � z IIII IIII I I II I I I II IIII III II 11 II II II II I I I IIII Iw I I II IIII I iL II IIII II II II II II --II LL Y L Il I �WO,n- >'QOG ¢� H OFN0 ELL �N LL 2x4 P.T. BASE PLATE BEYOND SEE A PLAN VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM W4" SINGLE NAIL EDGE SPACING "8" = N/ SPACIK 1/2' DOUBLE NAIL EDGE SPACING_ .AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 42 SPF TURNED VERTICAL W/ 711V FLITCH PLATE TO W/(2) 12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL W/ (4) Btl NAILS Btl NAILS @ W O.O. SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S CONNECTOR ;SCHEDULE FOR: ADAMS HOMES -1820 ELEV 83CAR BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS '.. NOTES .. TRUSS ID - POINT UPLIFT DESIGN RATING ;C1- C5. C7B, C1V C5V, D02B, E7, E7V, L/ R 824 #or less HETA16 / PER TRUSS MFR 1810# (9) lod X 1-1/2" E7VP H7 H7V C1P, E3, H3-.. L/ R 258 # or less H10A/ PER TRUSS:MFR 1040# { (18) 10d x 1-1/2" (9) lod x 1-1/2:" A01- A06, A09, AID, K20, K21 L/ R 954 # or less HETA16 / HETA16 1810# / 1810# ` 9 lOd x 1-1/2" B02B '.. L/R 695#orless - HTS20/PER TRUSS: MFR 1310#4 (24)10dx 1-1/2" (12) 16d K23 L/ R - 2059 # or less (2)HETA16 / (2)HETA16 2365#/ 2365# 12 16d C3B,C58 '.L/R -143#orless - PER TRUSS MFR b (9) 10d x 1 l/2 A116, Al2B l/M/R 1041#orless . RETAIN/HT520/PER TRUSS MFR 1810#/1310# 24 10d x 1.1.2 „ ((9) 1od x 1-1/2" 803E-BO56 L/.M/R s -fi61#or e5 _.. H10A HETA16 PER TRUSS MFR / / 1040#/ 1810# 9 30dx1-.1 .2" (9) 10d x 1-1/2 1810#/ 1040#/ '. 118) 10d x 1 1/2' A07 L/M/M/R -703#orless HETA16/H10A/H10A/HETA 16 1040#/1810#. (18)10d x 1.1/2" (9) 10d x112 (9) 10d x 1-1/2" HETA16/(2)HTS20/(2)HTS20/ 1810#/2620#/ (48)10dx 1-1/2" qpg L/M/M/R 1849#orless HETA16 2620# / 1810# (48) 10d x 1.1/2' 9 10d x 1 1/2' TRUSS MANUFACTURER: PROBUILD DATEOFUAYOUT: DATE OF TRUSS CUT SHEETS' /8 10/21 L= LEFT, RIII: RIGHT &M= MI DOLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS ALL CONNECTORS ARE SI M PSO N PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 )UT np11 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR A cp9TENER1 SI F SYP CONNECTOR& FAS-ENEM SI 3M OFRAME TO HFTAIBW A10d x 112"OR 1810 HTA10 W O0)1W x 1in" OR 1$85 1879 MASONRY HETA'20 w1III Odx1 LI" HTA20 W O0110d x 11W OFRAME TO H2.6Aw/(1U)Bd N41t5 Eib 806 RT)Awl (1018tl WJL5 6t6 ReE FRAME To H10Aw918110dx110 1015 1040 RTIGAwln7podx112" gas 1020 ©rRAME FRAME H1WY2NII8)IOdx 1 WAT 2 PLYMUSSES 930 1080 RTI62 Wn9)1Nx1'UY'AT2 PLYTWSSES 936 IDUD MTS12wl(14)1WX1 r(ATEYTERIOR MTW12W(1M10dx11i2"(ATEXTEROR 1005 1195 OFRAI"ETO FRAME LOCATION INCLUDE )12d TOENAILS) n0 S90 LOCATION INCLUDE (3) 12d TOENAILS) MGT WL22)10d NNLS AND SRr A.T.R. WI12" MUGT15 w(28)10tl NAILS AND SM"A.1-A wd :G3U 4485 OFRAMEM MASONRY EMBEOMEMw/SIMPSON'9ET"EPDXY 3330 3988 1S EMBEDMENT W31MP90N"SET'EPDXY FRAME TO HTS20w/R4)10d x11R"(AT EXTERIOR HTWlOw/RFl)100x1 tIT IAT EXTE0.IUR 1285 1530 0 FRAME LOCATON NCLUDD (9)12tl TOE14.4:L6 1125 1310 LOCATION INCLUDE (3)12di0ENAL6 FRAME IO 01-IT520WOMINIx1""'AT EXTERIOR r2)HTW20Wl(48)10dx11WWEXTERK)R 2570 3080 ©t FRAME LOCATION INCLUDI Ag12d TOENAILS 3350 2620 LOCATgNINCWDE LMI Fd TOENAILS W) H(372.105)IN NAILS AND (2) 5W A.T.P. MGT2 wl(Raitxt NAILS AND (2) SA' A.T.R. © A FRME TO W12'EMSEDMENT W/SIMP60 WT- 10690 W12"EMiEOMENTwISIMPSON°5ET' 7020 9700 MASONRY EPDXY (HGT4 FORS -PLY) EPDXY (NIGTJFOR 3PLY) TO FGTRw(18) 174'x3" SJ38WOWSCREW9 RMS IW(12) WS3=ODSGNEW9 AND 7100 OFRAME H MASONRY AM R6" 1112" xTITEN HD ANCHOR EOLTS 8400 4726 (4)SIV x6-WEDGE-BOLT LGT2 wI (16)' N SINKERS O(1) J1FRAME TO &(711JW D50 PO MASONRY -2-19-11TIFNI SEENOIE#SBELOW) FRAME iO R)LGT2 w/(32)18d SIN(FA58(14; II4'x2114-TITB4CPLYTRUSS) 35DOM 4050.M 40ffiM )LT2 w(32i 16tl SINKER58(10) RW '14"x3-WEDGE-13OLT(2PLYTMSS) 3100.M 3taDM J2 MASONRY/ FRAME OF Re) 16d SINKERS FOR FRAME LEA) 3240E OR(32) Aft SINKERS FOR FRAME (EA) 381 452WOF J3 FRAMETO (2) LG73 W(24) 11 W x 3'SDS SCREWS &(e) S&"A r TIMN(2 PLY TRUSS) 4730M 6570.M (2)LUGT3 w/(24)V4-x 2112-WS25 SCREWS&14)W x 6' WB(2 PLY TRUSS) µXM 70M.M MA90NRYl FRAME OR(52)1WSINKERSFORFRAME(EN �..� 698PF OR(58118d SINKERSFORFRAME(EN 0d8-F n10-F 2']x BEAM'. HJ410 OPT HUG10 W' 11 B11Bd & (10110d Gp2B80 HD410 CPT HDQOIF W R0)16d 6 (10110d G#J080 ©2 MASONRY/ (12)1/4'x 23w TITEN(TO MA9J U'No DN1125 (12)1/4' x 23/4" TAPC0M(TO MA9.) IAYIC30 w`860 rRAME OR (12)1 N & (8) IM (FOR FRAME) SYP-F SYP-M OR (12)16d & (6) IM (FOR FRAME) 6YP-F SYP.M OMASONRY FRAME To(2) HETAId OPT RI HETA20 I-PLYwl(MIOd x 1 VT OR 1920 1980 (2) WA10OPT (2) HTA40 1411 A/(10)'.0d x 1112"OR '1430 MASONRY 3-PLYW(12)16d 2*W 2305 2-PLY W/(12))1Bd 2430 HTSM16 wl(e)IDd WAILS AND (4) IIA 114' 955 111, HTWM16 Wl(9)1Dal NAILS AND (4) 1Wx1 VI 1145 1225 TATGONS WEDGE-ROI.T OFRAMETO OR MASONRYRL HTSk20w/(10)10d HNL5 AM (4) lWk2'.M' 955 1110 HTWM20 W1(1 Oil NALS AND (4) 19"x131V 1145 1225 TAPCONS WEDGESOLT OFRAMETO H105W(0)Bdxl 12'NAIL6 ANO R)3R'w" 790 910 MASONRY TRAN HD DTT2ZW(8)1/4"x1 U2"SDSWOOD OTERW(8)114°xt In"WStOWOOD OFRAME p rO ECREW3AND (1)VYH A.T.0. EPDXIED w/ ISSN 3H3 SCREWSANDO)12"HA.T.R EPOAIEDw/ 1510 1835 MASONRY SIMPSON'9ErA EN01E#4) SIMPSON"SET"(SEE NaTE#4I HTT5W(2016d X21WNAILe AND(I)W.' 0 HTT45w(28)16dx2112"NAIL5ANDn) ORAIR. FRAME TO EPDXIED W BE SIMPSON"T' 4375 "0 5A0 AT.R EPDXIED wI SIMPSON'MET' - 6006 MAMETO BEE NOTE W BELOW) (BEE MTE#4 BELOVO HTT6W(19) I US V V3"NAII.S AND (1) wiF 6 RTT4S N(I8) 1W x21/Y' RAW AND (1) OTO g FRAME FRAME TO AT.REPDXIEDw: SIXPSON "SET ABIO 4335 EIS'O A.T.R. EPDXIED wl31NPSYW'9ET - 4189 BEE MTe#4 BELOW (SEE NOTE #4 BELOW) O FRAME TO HTMWIR4) 10dxl 1,21 785 910 LUCTI w(23)8dxl 1YNAILS V5 1045 FRAME TO HM9K7WH)14N1'2'SDSWOOD RTISMw(9)10dx1 IITNNLSB 1399 1395 OFRAME MASONRY SCREWS &(5) 1W4 1,4' TAPCON6 760 750 (4)114'x12A4 TAPCONS FRAMEM VGTW(15)1WIO' WSWOODSCAEWS& 0 MASONRY III WTATR. EFOXIEDW SIMPSON"SET" M55 CM0 W 12"MIN EMSEOMENT O FRAME TO (2)VATw (32)1N'k3•6D8WOODSCREW3 8(2)516"A A.TR SPDXIEOw/SIMP30N 5170 7185 MASONRY NET, w/ it MIN. EMBEDMENT VGT W 1,10)114'x3' SIDS MOD SCREWS8 MU(3T18 w1(22) tOtl NAILS & H1T96 wl (18) O FRPME TO HO 14-SD328 W(10)'W41W SDS WOOD 3386 4885 - 41W FRAME SCREWS&(1)SM'0 AT.R, iw WJLS&(1)`SAP 0 AT.R. FRAME TO 1 (2) Mr S SM 01) 11,1W 12"MAILS & 4375 So (2) HTT45.:1A1T)"18,4^lctl^1 - 6005 .....2mac.N6 ©PNFRA, r.,""r.-T�"w„=R 1. CONNECTALL FLOORT Wai TO BEARING WDOD WAlLS1 SEAMS .1 (2) 12d TOENAILS. 2. AU -TRUSS TO TRUSS CONECTION'SARE PROVIDED BY MUSS MANUFACTURER. UN.00NPIAN. 3. G.C. MAY USE ERHER SIMPSON OR OWCONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CA -LOUT. 4. FOR SINGLE PLY TRUSSES, SCAO ON FULL HEIGHT SI 2`A' 10 TRUSS VEHI ICALWEIII ROWSOF Lk NAILS a S•O.C. STAGGERED. 5. TPIAN.A1.R, EMBEDMENTO CMU BOND BEAM U.N.O. 6- SCAB TRUSS CHORDW4'4'2x SYPQMATCH CHORD LUMBER SIZE) v(2) ROWS tOd D 0 FROM ENDS 4. O.C. STAGGERED CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR UNO ON FRAMING RAN 1. CONNECTIONFOR ALLROOFIFLO TR119EESTCMASONWWAL151LiNTE.SIICFWPLLSUNOONFLIN 2. CONENONATWOR 37'O.C.PENDING VERTICALS FOR ALL FLOORTRUSSES PARN.L6L TO MASONRY WALLS SEE DETAIL FB1253.1 FOR MURE INFORMATK)N 3. CONNECTION FOR ALL HIP JACK (COMES, JACK) TO MASONRY WALLS1ICF WALLS,LNrELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONPYAT 32' OD MAX Ai (2) AT EACH COMM. GC. TO VERIFY LOCATION GOES NOT CONFLICT w(NI (IF APPLICABLE) LAYCA T 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOW WALLWAMS w,(2)12d TONAILS OMINIMAL CONNECTOR UNO ON RjAMINC PLAN 1. CONNECTIONFORJACKTRUSIITO WALL Ofl BEAM O MINIMAL CONNECTOR UNO ON 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 SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILINCd 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 FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST 10-- fMETAL DRIP EDGE C.M.U. OR ICF WA2 x SUB -FASCIA SEE TYP. WALL ALUM FASCIA SECTION 2x BLOCKING NAILED 2x2 #2 P.T. MIN. FTO TOP CHORD OF EVERY PER NOTE 2 BELOOTHER TRUSS W/ (3) CONT 2 x 4 NAILE12d NAILS, TYP.BLOCKING w/ (2) CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MA*RIAL 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/ ;-CHANNEL SECURED 0 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 @ 16" O.C. (ALT. RAF 0.145/0.157 & O,.,Bpp WASHER W/ MIN, 1" EMBEDMENT 6 16" O.C. IF WOOD WALL, FASTEN W// 0.148"131/A" @ 16-1 3. (F) CHANNEL APPLICATIOW 4x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (•) REFER TO THE PRODUCT PPROVAL FOR INSTALLAION DETAILS (**) ALUMINUM SOFFITS> 1`-4' BLOCKING REQUIRED. (***) VINYL SOFFITS> 1'-0" SHALL HAVE FOR SOFFITS < 1'-4" MID BLOCKING NOT REQUIRED I MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL D V O M vsw p� W to 1- Ip H a gOF� f" � .o �rn ri lJi LL 2 W �7v b2rn h w �JO\� a W sA ID Y o O GJ IN m in -I lu in R ZN 48ga Z L o El ❑ ❑ r WNAY.FDSENG.COM L, M z 8 Z a n aJ. in. - In Z ti N NLA y LL i Flo R lU - O c � m IS mos E H* U TNT �_ s � � � ��• < LAN' o m ® r%ARAC LJARMW4M FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: O+ c?JN2 u7 ' , �°'j I " N < O O G Z O F-i0mLD1 ci N O�J/�F�\ t W 'L'L^JJ vJ VJ ♦ Model Name / Number: 1$20 ♦ Plan Issue Date: Wednesday, November 24, 2021 ♦ KA PROJECT NUMBER: 21-10144 Sheet: /1 Of: ROOF PLAN B U NTEL BEAM:EAR 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO MP OF SLAB MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC- W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) -10d X 1 1/2 //'_SP5 OR SP8 FOR 2x6 AND 2X8 WALLS 2X TOP PLATE STANDARD HOOKS SEE MSOB FOR MORE INFO TYP. FILLED CELL W/3000 P.S.1. CONC. nit' t' W/1 #6 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXfERIOR FRAME WALL 8" C.M.0 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 111 NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO [Via CAl/UTAU/nnJ iiv ,v N.T.S.MSU31HICTAII I #5 REINF. BAR a, �6. #S STD. 90° HOOK SCALE:L"=1'-0" ' GRADE 40 U.N.O. 20' MIN. LAP #3 OR#4 REINFORCING BAR #3 & #4 1 AP��SPLICE ..// 20'1 LAP 6 #5� REINFORCING BAR #R 1 AP SPI ICIF MIN. LAP 46 REINFORCING P=.P #61 AR SP I . MS051 REBAR SPLICE DETAIL - GRADE 40 I N ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2sW' 12" O.C. 1 2 x 6 1/4" X 2sA" 12' O.C. 2 2 x 8 1/4" X 2M" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. :PRECAST--___- _ w .LINTEL w (2) 2X P.T. BUCKS W/ 1/2' O.S.B. BETWEEN FASTEN Pr NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11I 2x BUCK DETAIL 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 (mi n.) 2 71-611 2661 `' 171 1624 89 81`16 - 1B f 1T 3 4'-611 6113 133 2707 81 8F16 - 16 / 1T 4 141-011 1002 168 560 154 8F16 - 113 / 1T 5 31-611 6113 '' 770 3524 399 81`16 - OB / 1T 6 71-611 2661 770 1624 ` 399 8F16 -1B / 1T 7 41-611 6113 770 2707 399 8F16 - 16 / 1T 8 91-411 1843 172 1136 92 1 8F16 -<1B / 1T (min.) O ® O O O 9 p9BAR AT 10? IN, ell frsO'1 FN' CLvAA wna. 6R 7 3 'b 9RE6 RAT' TO OF LM4 C vl 1-B/B'AGNAL FRW'IRD M LIVRL (YARIBI wnrR s'+lonmx TYPE D=SlC NATION Ire . rLL[J ix^N 6p0.1 IINnIL-'D r II GILNrnr ac •B p:0R n" sc-won w uXrp. uavlTv SFI ;-ISAT NgTN.L ulmu QpAVTT' OMNY .NEGm Xi � REppp p7 rpp MATERIALS I. fc prewar lintels=3500 Psi, 2. fc prestressed lintels=6D00 Psi. 3. t'c grout = 30DO psi w/ maximum 3/0" aggregate. 4. Colombo masonry units (CMU) per ASTM C90 w/ mhhmum not area comwes6lve strength - 1900 pet. 5. House provided in'.cast lintel per ASTM A615 GR60. 6. Fleld robe, per ASTM A615 GR40 or GR60. Preetresslog strand per ASTM A416 grade 270'ow m exertion, 7. 7/3!,wire per ASTM ASSC 8. Matter per ASTM C270 type M or S. GENERAL NOTES 1. PMVI& full mmfar head and bad'Wile. 2. Snore tilled lintels as required. 3. Installation of ]Intel mus: comply with me architectural end/or structural dmisirgs. 9. LlMals ere manufactured with S-1/2" long notches at Me grog, W accommodate vertical cell reinforcing and grouting. 5. All libels meet or sewed L/360 vsn*wl deflection, except lintels 17' 4" and larger with a wombed Might of 8' meet or exceed L/180. 6, Bottom leek added ratio, to be located M the bottom of the ihtel cavity. T. 7/32" diameter Are stirups are waked to the bosom steel for mCGPanical anchorage. H. Cart n place cunerete may b i provided in composite fool to Had of conches maeorry units. 9. Sete load ratings based on rational design analysis pm ACI 318 and ACI 530 10 Under min. depths are wiled out on lintel plan. If cattractor installs a deeper 1111tN than Indicated on the plan, doing this Increases the strength of the lintel and is sorrowed without engineering letter If a smaller lintel Is installed correct E01ij for approval. SAFE LOAD TABLE NOTES 1. All "I.. based on minimum 4" bearing. E cepll Sam loads for unfilled Ilutele must be reduced by 20% If bearing length Is lass than 61/2". SI loads W all recessed lintels based on 8" nominal moving. 2. NA, Nut Rgtad. 3. Sft bads are tatei superimposed allowable lead on the section specified, 4. Sets loads based on grade 40 or grace 60 field tabor. 5. Additional lateral load capacity, can be obtahetl by the design., by Pm*ding addlonel reinforced maeorry above the precast lintel. 6. One #7 tabor may be su°etltuted for two #5 rcbars in 8" limels only. 7. The designer may evaluate concerAnd cl logos from the safe load tables by cal`yllaling thn rrradmunl resisting momark and shear at dawsy fern ate feca of sup Pon. 8. For 8ompoalte Intel heights not shown, use safe load from next (AAW milght. 9. All gal, loads In dolts of pounds per linear faoq PRECAST "U" LINTEL W/ 3000PSI CONIC. AT OPENINGS SEE GENERAL CONCRETE UNTIL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE re R ANCHORS (TYP.) REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE NNOCKOUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL 6 FILL SOLID W/ (1) NS BAR FOR ALL WINDOW OPENINGS W-S" STD. 90 DEGRI ANGLE 3000 P CONC. W/1 #5 REBAR GROUT SHALL BE FLUSH WITH TOP OF WALL 10" STD. 90 HOOK 1ooK N q N SEE FOUNDATION FOq LOCA710NS PLAN ALL ELEVATIONS MS01 BLOCK WALL REINFORCEMENT Nrrs TYP, BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.5.1. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25' MIN. LAP (ACI 530) 101 H- tO Z9 g ggyw F g I`Pi W 00 � � 3 5� Q rYi'Wi Ak 4'k 4E N mgm'�m (pmmQ€ a y € C9sLLl w u y $� b. W�m�� dd Or o ZN d a p a .10 z � 3 �ts2a W r a WWN.FDSENG.COM 0 � Z o p O Z N '0 _ Z Y Q .� N L— I ei N M Z C4 to m O W a In t— U — C14 E s ,A1 a o 0 �1 RAMG YAhi FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® I Job Information: Z C > tin Wm ¢ a 0 LO LO M ( CSJ ci � N Ln d 0 _I LLJ ZD co JMU)(n VI Model Name / Number: 1820 VI Plan Issue Date: Wednesday, November 24, 2021 KA PROJECT NUMBER: 21-10144 Sheet: A Of: LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) W'x5" SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL ,I „I DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. I ' II II (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" °o II II "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL II MIN. 5 PER JAMB. " VERTICAL o u L SECTIONAL � I I ® OVERHEAD CONTDOOR P.T.#2 0 W00D WOOSYP2"X6" TRIMlip a :,• ,.� °+rr `•sa o .j,X •Li^' a • qY •i ,. .•r pll. - S N 2"x6" P.T. WOOD JAMB wm Nr Cj DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB q -•,'`a m TYP, GARAGE DOOR TRACK MOUNTING DETAIL o' z o � a NOTE: DETAIL CD22 / 5•2 MAY BE SUBSITUTED FOR THIS c DETAIL- UNLESS NOTED OTHERWISE v MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CCD21 ENTRY CMU COLUMN/BEAM N.T.S. N LO LA B (A p$8 co LL LL Fp�3 V'N D�'621� W &0� mNQQR w n W o g Q W :Z LL a w BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH QB 13 0 8 Q �,64.6 BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) .1' 4 FBC AND ENERGY FORM SUBMITTED , 12 FIBERGLASS SHINGLES OR N B � 2M a 9 < a 12 WITH PERMIT APPLICATION EAVES ' SEE PLAN TILE ROOF (PER ELEVATION) OVER 5 g 0 g @ 2 - = - SEE PLAN PROVIDE BAFFLES AT VENTED ATTICS) APPROVED UNDERLAYMENT PER FIBER 905. 1.1.1 OVER APA a . 5-.� .'-. F. W c3 vn �'S - (FOR c+ . www.Foselvc.com ❑ ❑ ❑ PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- z W) FIBERGLASS SHINGLES OR y TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24I O.C. [RSH] - ON FRAMING SHT. FOR , SHT'G & FASTENERS. I� � r � � � OVER APA �- ' 1 i p g PER FBCR 905.1.1.1 I Z RE LNG. ROOF SHEATHING - SEE SCHEDULE- [RSH] - ON FRAMING SHT. FOR I ' •. TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR Z ry 'o ^ 1 (' ` dd BUSSES @OODO.C. _ _ — _ BRG. FIT. < I sllr G &FASTENERS. 5/8" OR 1/Y DRYINALL W y it TRUSS ANCHOR (SEE PLAN) HIGH STRENGTH CLG BOARD , • ° ETAL DRIP EDGE /h, Z N 1 ': '• ' TO BE INSTALLED ON OUTSIDE FAQ FELT PAPER OR TRUSS PLATE 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP V ' v O A A - — - — - — - — - 3/4" P.T. NAILER ,�/ SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR N 4X4 W/ 2X4 POST UNDER EA �_ p 5/8" OR 1/2" DRYWALL HIGH STRENGTH CLG -METAL DRIP EDGE 1/2" DRYWALL PLANS 8 X 8 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" V — m .O w iLl ucm BOARD 2X SUBFASCIA CURTAIN NAILER 1 x 4 P.T. @ WINDOWS H A O.H. W/ (1) #5 DIA REBAR & AND LATH WITH FINISH D.C. vNi _ co �� 5 CONNECT ALL 2x STUD TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. 1 x S P.T.@ S.G.D. "u" n " SEE ELEV, 3000 PSI CONCRETE ( TYP.) ALL SIDES i • oy, \ \ (IYP.) FRAME FOR COB- OO NERS FOR NON LOAD ro U _ w E 16d TOENAILS PLANS PRECAST LINTEL SEE SCHEDULE H y;� °; \O° BEARING SIDES NAILED 8 1/2" DRYWALL SEE PLAN FOR HEADER SIZE �°• v °• v °• NAILS @ 8" O.C. = 0 - < p° p° w/ 16d Q N C W r1 ,' DAMS HOMES 4f'M911 15/32" OSS EXPOSURE 1 ON O.H. 1/2" x 8" J-BOLTS \ ♦ (TYP.)<1 COURSE A.F.F. MAXIMUM OF (3) - 2X PLATES MAY BE � SEE ELEV. EXT. WALL W/ ALL EDGES BLOCKED. SEE T813 FOR NAIL ATTACHMENT. _ (1) CENTERED EA. SIDE w/2" WASHERS CMU BASE FILLED W/ CONC \ D W/ ._ ^ —- ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 13/4" 16d n W/ (4) VERTICAL RENF W/ (TYP.) PLY ATTACHED W/ (2) ROWS OF STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 D[A. HOOKS INTO FTG & AT TOP HOOKS CONTRACTORS UCENSE NO. CRC1330146 NAILS AT B" O.C. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI OF COLUMN PLAN Al-A.1 3000 E PARKWAY " CONC. ALL LOCATIONS SHOWN ON FOUNDATION GULFBREEZEEEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN " " & FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN " PORT $T. LUCIE LOCATION OF OPENINGS IN N SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF No OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. V1 Job Information: STUDS ARE REQUIRED). I j & TO FRAME BELOW NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW ` WINDOW STOOL ri W/ SCREEN y CEMENTITIOUS DECORATIVE PER SPECS „ PRECAST CONC SILL LL FINISH 7/8" THICK PER ASTM H C-926-96A PAPER BACKED FOIL R-4.1 u i O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL " MORE INFORMATION). SEE T813 PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT v EXTERIOR FINISH 1/2" DRYWALL ON SHEET 6 APPLICATION t' (SEE ELEVATIONS) Z O ra LO FOR NAILING INFORMATION FOR FTG. DOWEL #5 DL4. RESAR O R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC WALL SHEATHING. P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T RIBBING 1 x 4 P.T. —� li IN CONCRETE - 25" 530) j2 O 7 W M AND ENERGY FORM SUBMITTED W/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER (ACT SLAB.SLLL ©CATIONS SHOWN SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 > �Oo 0 3 G-S WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.0 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN W/10-10d TO COLUMN POST I I OR 4x4 POST w/ 2x4 UNDER ' ' .. m m it --- WOOD BASE MIN , EACH END OF BEAM I— i U LrX O' SEE FOUNDATION PLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR ' ; O J W Z- o FOR SLAB INFORMATION TOP OF SLAB _ _ I SLAB INFORMATION — - TOP OF SLAB NOTE: ' ' 2 X 4 P.T. PLATE BE �- �.. 00 LL BOTTOM STRAPS MUST v ♦ Model Name / Number: ;_= * — " ` = • _ ;, INSTALLED ON INSIDE OF — CO GRADE COLUMN. DO NOT BEND "< GRADE _ T y i o STRAPS UNDER PLATE. °vrC v �r �, -��° ° 1820 CLEAN 1_ o �+ ;SEE PLAN FOR PLACE STRAPS IN FILL CELLS w/#5 REBAR g1y z° ' ° 'r °; •:;� COURSE HIGH CMU BASE •. ♦ ;- I"i"" N C- LI ;+� -(TYP.)4 Plan Issue Date: OOMPACTED IT .1 r IRE-BARQUANTEIES .;;' , ,,, • ., ; ,. r.'. •. •,- FILLED w/ CONC - SEE PLAN FOR FILL +'L: SIZE. TOP OF COLUMN BASE - Wednesday, November 24, 2021 • 2'-0" AFF ♦ KA PROJECT NUMBER: SEA FOUNDATION PLAN SEE PLAN SEE FOUNDATION , :;I• ., ;•, 16" EdR FTG REQUIREMENTS PLAN 21-10144 OTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sneet: Of. DETAIL- UNLESS NOTED OTHERWISE WS01 TYPICAL WALL SECTION 81, CMU 3/4"=1-�° [CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.I.S. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'0" TYPICAL FRAMING DETAILS m � m 1" 1S5" 145 LJ Q Q Q (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D=0.148".L=3'I OR EQUAL DE FACE) (ONE =EINTO H D062L31/2'OR EQUAL (D0.162%L31/2i OR EQUAL 10ENT NAILS ARE DRIVEN FROM 3) FOR 4PLY. PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENFTRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICANESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR �r., SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG ; FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL IF ONLY (1) KING 7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. OPENING G.C. TO W O.S.B. INSTALL (3) TITEN HD. 2 EA.8d 5/8" x 8" EQUALY SPACED EA. END PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 12d NAILS O.C. (SOLID BLOCK W/ 2x6) 2x4 STU D_R � U/ 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/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W BE! 2 1/2" x 0.131 NAILS • NOT REQ'D. WHEN QT SYSTEM IS APPLIED TOP PLATE TRANSITION PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE Ilk THAN 50%OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. 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 Sd 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'.0" LONG. TYPICAL ROWS 12d @ ' O.C. OUBLE 2x4 TOP PLATE 48 2x8 STUDS'^ PER PLAN (SIM. w/ 2x6 STUDS) 12d P SPLICE 2 ROWS 12d @ 3" O.C. STRUCTURAL SHEATHING I CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING I ' I ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) I 2 X 4 P.T. STUD TO BOT PLATE: SIMPSON SP4 LINTEL «f 1/2" x 8" . NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR $HEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WF21 KNEEWALL (P ENTRY FRONT WALL 3/4"=r-O' OP SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. WOOD BEAM SEE SIMPSON HUC410 OR (2) PLAN FOR SIZE HUC210 'n TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2) LOCI NAILS @ 8" O.C, EACH PLY ^ (SHOWN AS 4x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. I� ALT: (2) MSTAM36 STRAPS BOTTOM SPLICE TYPICAL BLOCK CENTERED W/ (13)-IDd NAILS OVER STUD WALL a Ea TO COL. TIE BEAM WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-0 * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS RE . AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 2 (1) (2) >4' BUT <9' (2) (3) (2) (2) 0'-0" - 16 3 4 3 9 CONNECTOR REQUIRED ❑INSULATION AT EXTERIOR SP4 AT (3) 16d SEE PLAN 2x CRIPPLES @ 16" O.C. * WOOD FRAME WALL PER FBC 24" 0 COMMON FOR WILL W/ SIMPSON SP2 TYP. — AND ENERGY FORM SUBMITTED C`�1 NAILS(TYP)-f( HGT. TOP AND BOTTOM WITH PERMIT APPLICATION + ' I CMU_ „�• ,ski A S ' PER S I' AL�Ir%I� III .� o F1%i'17�/ 4�p�Zi/s;�iil •, p���0 • • .. "�so ���II 1 FACH END TYP. _2x4 SPF CONTINUOUS © •7/16'•"• :. NAILS. SEE DETAIL ABOVE ELEVATION•"• I SEE 1 SQUARE TRANSOM I i • (III '� , • 35 EACH • 7"Aill 1,14 WINDOW OR DOOR OPN'G '—CMU MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. I I I WF39 I TRANSOM DETAIL AT ENTRY 1 1/2" = 1'-O" * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" 0/C TYP, DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) "pry * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF &GRADE RAFTER T[ES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HT74 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR WJ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN P.T. BOT, PLATE WF09 I WALL HEADER DETAIL N.T.S. CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. B 9 04 '•'�." CVO _ _r � I > 0 z T N N N C N 3 �pp t'mmSm N LO co g LO 00 r �, al � gg Sga A��' •tv .i� dC"�[ v'iMcc a Y5Y4a s pLLA Z C 'S 3 ° �� r a,Fm mwK 2 O J a Q o =m.s E_ u 0 rq 2 m WWW.FDSENG.COM ❑ ❑ ❑. c9 Z o — o � z n _ a "n Z N l��• 11 L o O — ' w 2-m Ln c a uae p ~ m i0 •�'�; J C) o W" U c'O c N " Q N o9 M A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: O likkkkkkk Z `T W O Q Y C tu (O eH 3 N U � m M a W LO Q __1 LL] o Jmco0 Do VI Model Name / Number: 1820 Plan Issue Date: Wednesday, November 24, 2021 yl KA PROJECT NUMBER: 21-10144 Sheet: s S Of: TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20%0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING � TO BE LESS THAN OR EQUAL TO 45° ' I ' MINIMUM 2"x4" _ - CROSS BRACING ' (SEE PLAN FOR LOCATION) •-' ..,� BLOCKING 00 1 ' 1 � I I I 1 (3) 12d 1 ` � I I PER JOINT ' CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- 1 INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPA OR SYP w/ (3) 12d @EACH TRUSS WEB T1301 TYPICAL CROSS BRACING DETAIL N.T.S. TBO2 TYPICAL CROSS BRACING DETAIL N.T.s. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD ALTERNATE TO BLOCKING PRE-ENGINEERED QVERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP TRUCTURAL PACE G.T. .SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 $ATRUS TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING A - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING. HIP 12d NAILS @ 6" O.C.MAX 24" SPAN (EITHERSIDE OR BOTH IF REQ'D)ROOF (2) 12D MINIMUM (3) 12d AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING " SPACED AT 10'-0" MAX SYP TRUSS BRACING SEE PLAN I- 2X4 BLOCKING 1 BETWEEN TRUSSES HIP TRUSS SFC Iw.-A TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TBO4 TRUSS BRACING OVERLAP DETAIL (TYP) N-r.s. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 [TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED MIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE. BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIRED 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/ 12) 3-120 NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUES DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS SHEATHING 3 TO 4 TRUSS 2x4 AS SHOWN TRUSS SPACES ALTERNATE DIRECTION RUS VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE 12)-1 NAILS FTRUSS W/ (4) 12d TOP & BOTTOM OR H5 SECTION TO EA TRUSS OR HID IN PLACE OF (4) 10D T REQUIRED 0 RAFTERS GREATER THAN 8'0" B8 DOUBLE SEE STRUCTURAL NOTES AND NAILING SEE PUN ouBLE TOP PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS PRE -ENO. TRUSS SECTION B-B VARIES w ROOF 2K STUD WALL SLOPE SEE PUN ,. CONY. FRAMED RIDGE MAY BE NAILED w/ MIN, VERTICAL SCAB 2X6 42 \ \ \ 2X4 SPF BLOCKING \ d WHENIT SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES N4),1 TRUSS 2x.8 BLAING. NAILED P EACH TOP & BOTTOM OR H8 OR \ \ @ 48" O.C. MAX. / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MI S RHEQU I8E0 V RAFTERS GREATER \ \ / B AN \ 2x4 SPF BRACE / j( \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY rd \ \ ALTERNATE DIRECTION HEATHIN i RAFTER \ \ \ CB BEVEL CUTS 2X4 BLOCKIEN TRUSSES WNAILS �. (OPTIONAL) 0 EACH ENACH BAY B TB 2X4 SPF W/ (2) #T%31/2" TRUSSES DB WOOD SCREW EACH TRUSS / / SEE PLAN ALTERNATINOR HIS 0 48" O.C. BLOCKING PRE-ENG. TRUSS ACONNECTION \ / / CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURALING CHORD AT ALL HAND FRAMED AREAS T'YP. SEE PLAN FCTION SIMPSON A34 OR B (USP MP4) \ \ WOOD - 2X8 #2 SYP RIDGE BEAM 2X4 P.T. BLOTWEEN DIAGVATSTEIEL 2'-O" ON CENTER \\ / / N SPF BLOCKING TRUSSES WNAILS C� \ / �2X4 EACH END MAXTRUSS �(-j(• 2x6 RAFTERG 2'-O"O.C. BETWEEN TRUSSES X v MAX. w/ (3) 12d COMMON @ 24" O.C. MAX.w/ WALL BELOW TOENAILS R RIDGE BEAM RAFTERSSPANS LESS / \ / \ \ (3)12d EA. END (TYP.) (SEE PLANS FOR TYPE) a Fr 2'-0' OFCRMAX W / (3) SEE PLAN C. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2XOR WOODT &RING SUPPORT TYP. WOOD TRUSS BLOCl/ING A -A ALTERNATE BLOCKING 1/r'sPACE @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 2x4S.Y.P. @ 161, O.C. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.s. TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. q4 `a sPa m 47 E O Z T (A 4) c 3 to Io a In N IO l0 s u O- a 6.sj3 Lj Dw M U) K YY2 �No 0 O esry� `:s Ei.l w`s�n ii ] E' N m pD {QF.... O V J y F ¢{ y .b$Ba SIR s �• U J V) W IE NM1MN.NStNG.COM ❑ ❑ ❑ Z O Z ON Z a Z I` N (�nT1 M � w (p p AS O w g C 4 9a L/1 � J cy) r4 V E CO c Q N o 'PM A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: i..V O Z Lo a \W cTI d5 @ d) / CO -1 . N /y�� Lo a Q J W 0 0 .J CO V) 0 CO LL Tj Model Name / Number; 1820 Plan Issue Date: Wednesday, November 24, 2021 VI KA PROJECT NUMBER: 21-10144 Sheet: S Of: ROOF FRAMING AND BRACING DETAILS R1 THERMA-TRU INSTALLATION \\\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE so 61, 3" b.. �.. 3n 3" 3" 71 3" ��3" it _ I I 3" 3" " 3„ 3„ 3" 6 6 6„ DOUBLE DOOR W/ SIDELITES )A /E x ;PACE :VEN LY 6' SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 3.-091 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. O m -TOP OF SLAB 16" MIN. DIAMETER CONCRETE FOOTING (DFRQOTTECTON BARRIER DETAIL N.T.S. PACE VENLY i a�? to use In valley Centerline r SHINGLE INSTALLATION GUIDE 29" ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT ALL LEVEL VALLEY LOCATIONS TEXTURED, PAINTED EATER. WALL FINISH H GALV. SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6' ABOVE VERTICAL R1SE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY w A"TCR ernz _sue Aerr 6' x 6' H GALV. FLASHING DETAILS 6" HOR Z. NOTE: THIS DETAIL IS REQUIRED sHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION .... e.. B B ..-.... 8.. .. 3E=E LI t NAIL SHINGLES Wf 31 OR 12 GAUGE ROOFING NAILS, 31 MIN HEADS.6 PER SHINGLE. INSTALLATION OF BUCK BUCK STRIPS " 2x (DEPTH OF W'DOW =' AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK ATTACHMENT N.T.S INSTALLATION OF WINDOW 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 HID. "TAPCON" SCREW THRU \ THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN] FIN d15HEATHiNiG PERIMETER r CAULK BY OTHERS OA. WINDOW HEIGHT EXTERIOk 11/2w Ill EMBEDMENT -13 WOOD 5Ci2EUJ TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/4" Is u9M. 3141 MIN: EDGE 114" MAX, SHIM SPACE 5 DRIP EDGE IMP EDGE AT EAVES AND G4SLE5 OF 10015. OVERLAP TO OE A MIN NUM .)J ONE DRIP [DOES SHALL EXTEND NSHFATFING AND EMEND EACH ON THE NNtM OF 2a. DRIP EDGE AT EAVES PERMITTED TO SE INSTALLED EITHER MIER THE LNOERIAYMENT. IF INSTAU.Fn UNDEMAYNENT, THERE SHALL FIE 91n WIDTH OF ROOF CEMENT INSTALLED DRIP EDGE FLANGE. DRIP EDGE SHALL SE :ALLY FASTENED A MAXIMUM OF 12n ON MORE TFE Vead AS DETERMINED IN NE V4TH SECTION R3012.1.3 IS 10 MPH aUdmum Fastener Spadlg (lambs, Head and Sill) Wall Framirg; #2SprualPine/Fir 0,Better .J&ad Silicone W5aewMinimum penebaaon G CDC%Section V iew EAerior Shaming HalDbbn In Lades and building types, It is left up to the end user m determine the proper installation ofthese items. LEAVE THE SUMLf WRAP OKI Before iastahing your window, the bumle wrap may be Peeled bask io; klsWaton, but please re,sbck the map to protect HIS blacks nun scraWneS and taker damage not t adraftann is complete. Rep1 Measure to be sure the opening is 3/4" to lir larger then the window ate bolnVatlally and horhmtally. * You may wism to pre -drop tK instanatron holes in the on at ans time. Astagard ffiedrePoentfasd halles is dis moushisly ftn az VW are not Step.2 Apply a gerremns bead of §liana to the nodside of om mounNg On. Use enough sllgmne IS Rfter#y M all wills OeNteen the fen and the wall sheathing. Stap3 heart the window Into yce opening Aran the outside: The window R labeled Waddler and "eutslde", but If tlwse labels have been removed, the glazing bead ShOuld always be to the inside of the building. Step 4 install shims under the sin, adtustng own uwd the am Is plumb In the opeNng. Shins entum beirsta0etl under the sin every 2 feet, The willow stwukl be basically anMM Mthe doemns, with no more Nan 1/4" a between the window and wall framing. Sisin 6 Install a#lox 14Msavw4"Oan Ne aenaofNefin 9 each end athe head, sill and bah jambs, Step 6 Install the remaining onnenes in 6" increments team the caner screws io the center of each fame Venter. Use are not to wer- tghten tE Flamm puN.UiRm through yap fen. Also, make me the screws in straight and do not muse the fame to bow. Wall hanag shDNtl be a Mar" of #25pruceiMrLejNt, F[a�steners stwuld be#10 screws of suffidertargith to Nae,, 1d/9' enetradon Moths wan and AD.kdiatgn yr from edge thming. Yakvu:r amlyaa tlGedfd In men side of fame to addewB" lanai W Fume Meager W d9" 26" ]a" 3T I SO- Sr 66" 74" or 99" 98" Step 8 If desired, a foam imulation cen beappilM h the bdarar gap between the window and wall framing. If applied, b'dsmustbe the NONNEXPANOING TYPE FOAM. Shp 9 Since them Windows are typlcalh/tual in looms with Nigh malshae, L, bathrooms, 0 is recommended tlat the imeria gap between the window and wan framing also besealed win Shane and Holed m as not to Imarfere wit Ill Ilahlletat of wallboard, the or trim. Step 10 Once all Construction Is uutplare, remove the bubble wrap from the Inside and misde of the window. If necessary,clean the olocks will a Mid detergent all warm YAW using a soft Cloth, Failure to follow these procedures twill void any and all warranties. GENERAL NOTE: 2-SEE ELEVATION SFWF1011 = ' A reb ittal Affidavit 3- SEE TITLE BLOCK �I!!00 �j �1(� Building Address: Contractor: S ST.EW9111lRAL SHEETS FOR ANY STRUCTURAL INFORMATION Product Pressures Manufacture Model # ""ate""'C"` Method Approval # Roofing: Choice DADE COUNTY APP. IKO Industrues, nusrues, Ltd Cambldra AR g NAIL SHINGLES W 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL3031o.1 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS- DADE" Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 1 COUNTY APP. Pr d t Inc. "Off -ridge vent' I I" FROM EDGE ANg 4-- D.C. TYPICAL MAX, _ ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING ITAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 PRODUCTS LLC #30 ASPHALTSATU RATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 PANEL WALLS: ALLVVVNCLC INGU. THE TAPCO GROUP annnw INSTALL ALL PER MANUFACTURE INSTRUCTIONS FL20403.4 HUBER ENGINEERED ZIP SYSTEM INSTALL PER MANUFACTURE INSTRUCTIONS FL17146 R7 W LC ROOF SHFATHI HOMEGUARD BUILDING PRODUCTS, INC HOMEGUARD HOUSEWRAP INSTALL PER MANUFACTURE INSTRUCTIONS CCRR-1092 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 563W 53W5 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "1" BOLTS FL16546.8 2nd Choice +30.0/-32.0 CLOPAY a X 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 LITE SERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MI FL20461.12 THERMA TRUCORP SOLID +67.0/.67.0 N. 13 O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) 5ideli its g THERMA TRU FL20461.2 PLAT PRO FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 Alum. reinforce n MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL15332.12 Windows: 1st Choice +40/-50 MI WINDOWS $540 SERIES TWIn single Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1 " EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICN5TAIENT N THROUGVIDDE BUCK USE #8 WOOD SO EW WOOL) BUCK. FL 17676.9 +40/-50 MI WINDOWS 3500 SERIES Single Hung (flange) FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS SERIES SUFFIENT LENGTH TO ACHIEVE 1b4" INCH MINIMUM EMBEDMENT FL17676.2 Single IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single m Hung (finless) frae FL17894.4 Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3 16" TAPCON A CHOR WITH SUFFICIENT LENGTH TO ACHIEVEA 1aA M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass" 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 WITH MIN. 11A* EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit" 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl ofaele MO" on center In direction FL16503.4 R5 Plygem / Variform Plygem Double 5 I Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl 1 staples Solid 144 vented -145 FL12194.2 Hurricane Panels: Dade County App. ALL AMERICAN 244 Ga. 24 GA. STO,}TM PANELS 1St CiIOICe SHUTTER &GLASS ,to m Panels FL16293 R3 I have reviewed the above components of cladding and hclWe approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: # 56126 _FL Name: Luis Pablo Torres Certification Number: _FI. # 87864 Name: Certification Number: _ m v o _l§-pCUM O m ti Td$6gYI 0 W OD On dt a* t.0 .24uj WOn ;A0= a�mRo emZ� m.QBF.0 a0IN O Is U e A gens -§�TF'6 WWw'.FD3FnG.COM ❑ ❑ ❑ 0 � %! ZCIA g - z Q) a a CO z " m Q) 7e w C U O- m i2 2n w 2 N c d6 32 l J N � Ij' *, 00 U ��� �p c co a NCttaO QW DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Tj Jab Information: 0 Zto W N `a ++ c M to � a 3 L l OJa"Ar�Lj W L _I W (n VI Model Name / Number: 1820 Plan Issue Date: Wednesday, November 24, 2021 KA PROJECT NUMBER: 21-10144 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) _ MECHANICALLY FASTEN AS _ NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING WEATHER j-RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP I WALL BY 6 IN. � *A* R\ l WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS -1 UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WPO7) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2.. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 i SELF -ADHERED FLASHING Scale: NTS WPM 1 FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE -- NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4'-1' BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING W4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER / THRESHOLD OF DOOR AND RETURN f/ UP JAMB 6". USE LIQUID NAIL BRAND R EQUAL WEATHER PROOF CAULKING / O OU . 1 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING - 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST Mo =-RIOR IT. FIN. .DING PAPER PE 1: 12.0 in cm: 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING IDOW UNIT �r SELF-ADHERI (D SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOWSILL RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 9' VERTICALLY FROM BOTTOM OF THRESHOLD 2 WP05 SELF -ADHERED FLASHING PATCH )HERED FLASHING FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building; with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT 11703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 0,3 in: 12.0 in SELF -ADHERED FLASHING required by Section R703,2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 cm: 30.5 cm) SELF FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 3,5 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied ,)ver studs or sheathing of all exterior walls No, 15 -ADHERED asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where EXTERIOR ass than 6 inches. accordance with the joints occur, felt shall be lapped not f Other approved materials shall be installed in WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.]5 asphalt felt or other approved water -resistive CEMT. FIN. PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of wulls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a wator-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 .,+ Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as in each detail that corresponds to the to the water -resistive barrier is directed between the layers. 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 PAPER 1. Install self -adhered flashing in order as shown by numbers 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. 2. Install flashing and weather resistive barrier to form water shedding laps O3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, membranes and mechanically attached flexible paper embedded In the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal dashing shall be with the corrosionn resistant. Fluid -applied iasapliea membranes used as flashing IIbe applied in accordance with themanufacturer's SELF -ADHERED FLASHING W IP 0 3 scoring cuts shall be lied in a manner to t of water into the wall cavity or penetration of instructions. All flashing pp prevent the entry y CEMT. FINISH SILL) POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Seif4dhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" Minimum) with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTIVI=81, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in RUBBERIZED ASPHALT RUBBERIZED ADHESIVE ASPHALT 6. Fold a5 ShOWO by affOWS exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ADHESIVE in f the flashing t fit 7. Angle Of corner may Vary, adjust folding g o e as g 0 (lashings shall be installed at the following locations: SELF -ADHERED FLASHING. II tight t0 comer j3. McChOniCBlly fast@n. as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the SCORED exterior wall finish or to the water -resistive barrier complying with $;action 703.2 for subsequent drainage, Mechanically 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: ;BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the AOHESIVEAsseowa> fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS L 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 the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registen;d design professional. 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ Vv 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal Vopings and sills. 6 4. Continuously above all projecting wood trim. 7 S. where exterior porches, decks or stairs attach to a wall of floor aerembly of wood -frame construction. s. At wall and roof intersections. SELF -ADHERED FLASHING INSIDE CORNER V W P®V 7. At built -In gutters. 2 4 x 5`?-'-x APPLYA LIQUID WP08 ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, BEFORE Fw P0 V INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 Cement Plaster \\ in accordance with ASTMC926 over wood 2nd floor Cement_ Plaster over block 1st floor Note: The building paper and metal lath must be- installed over the top of the we@P screed. 718" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom Of Weep Screed 1 1/2" to 2" Above Roof Sheathing 718" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 - Building Paper -7/1 6" O.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated nge 7/8" Weep Screed 1/2" CementRlous Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish ' Blodt 2 1/2" Perforated "o. Flange 1/2" Weep Screed Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE s �£mr F vg 2gJrn ii aa6N cab [i ri .. ac ,aa 3 % N a t-;9Ae de, m o 5 47 0`3 cn p Z L) =J W §`me WMFDSENGCON ❑ ❑ ❑ z_ o Z o ry a -- a ti - rn Z N Ln O m -J v �LL w a ow 0 V) co m (6 o ENE u j } _ O n w OD dam' y a N o m �� i 44',0 iTI"`DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 _ DIVISION LOCATION: PORT ST. LUCIE / Job Information: 17100 W O 0 > 0) 1*m c M m uoo 3 2 LO a f-�<0 pLi ::D do ® Model Name / Number: 1820 rl Plan Issue Date: Wednesday, November 24, 2021 FT KA PROJECT NUMBER: 21W10144 Sheaf: ■' WATER PROOF DETAILS 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 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 E 2R-ELAN— AU LIEVA License #U/C1249777 AREA CALCULATIONS e� Q v s 0 � O � O o Oo U � s � s Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.