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Home My WebLink AboutBuilding PlanTERMITE SPECIFICATIONS: STRUCTURAL NOTES: 1 1 R318.1 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 PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2 R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS- THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVr Y OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED 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 WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER J()INT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 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 THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS 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 A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 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 PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM G90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C47640 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 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, WHICH EVER I$ LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 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 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2.. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA- SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15 /32" RATED OSS EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURALPLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE CONNECTIONS TRUSS LOCATIONS AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. FIELD REPAIR NOTES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 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. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 21A" TITENS TO -10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 880 LBS USE 2 MTSM16 FOR UPLIFTS LESS THAN 1720# . IF CORNER ST RAP IS MASONRY AND 7 TR ) ( MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1112" SOS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 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. �C�C�O GUEE�REEZE P/�\RI(\i11,'�\ CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 7017, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318.14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL-AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS(W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLORRI-JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" * * * TL MAX 112" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD OL 10 (PSF) BOTTOM CHORD LL O (PSF) DL 5 PS BOTTOM CHORD (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (pSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. 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 SOFT 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 (-) VALUE DENOTES SUCTION DIAGRAM AREA 4O O5 (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 0 s O (+) 24.8 (+) 24.8 Q 50 0 27.1 (-) 31.1 (D Q 9Q (+) 23.4 (+) 23.4 100 (25.7 (-) 28.8 DIAGRAM RS* GARAGE DOORS* SOFFIT 9'-0" x'r 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY 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. SEE FLOOR PLAN FOR ACTUAL PRESSURES CARE AND MAINTENANCE N INSPECTIONS BY THE BUILDER HOMEOWNER ARE NECESSARY YEARLY MAINTENANCEA DINS EC / FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BETAKEN TO CHECK WINDOWS AND DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3- 5 YEARS TO PROTECT THE COATINGS, THE DESIGNER AND ENGINEER OF RECORD ARE NOT RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER MAINTENANCE, SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS SA DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I H VAC GENERAL NOTES: BUILDER NOTICE: 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. t is the intent of Desl er En Ineer listed In the titleblock of these I 1 gn / g 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. that these documents be accurate providing Licensed documents p g 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made t0 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all Subcontractors are required to 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, the Designer misinterpretations undetected and not reported to the Designer / Engineer prior to ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction MUST be in accordance to the construcKEESEE information found in these documents. Any questions regarding the information found CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED Td, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE - n found in these Ian should be directed to our Quality information s P Q tY 0 WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS F OR ANY REASON WHAT E Q Manager immediately. N k swill be considered cha e I Assu a ce Assurance � E M FUNGUS, FIRE THEFT VANDALISM TRESPASS OR ANY OTHER 0 SITE, MATERIALS ORE EQUIPMENT, FROM MOISTURE, OLD FUN R NSTRUCTION I E LIMITATION, THE RESIDENCE D Q TO PROTECT, WITHOUT M tthesio ngl for reimbursement by the Designer/Engineer without advanced PERIL R CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO,EN THE PERIOD ES TO P BEFORE CONSTRUCTION, DURING THE CONSTRUCTION N THE PROJECT, OR AFTER CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION, NorthwestFlorida®■ CaEEE:I� :EZE. EE�f'RIDf�\ 325�•�:3 ?a$]1 111� � N E a iu O v O SA ,.. W m a o a orDno ro rt OD a ae a 1," DO S z m Lq mV a H I P ai 9 ins mEn r 'N� N .FMENG.GGM (] z o 8 z Z a N _ J � - Z ry m � � m _uaa © u., c i USE mM w Q N O a 'i, 140 li r1AMQ YAMCC FLORIDA CONTRACTORS LICENSE NO. I CRC13301 46 I3000 GLLFBREEZE PARKWAY GULFBREEZE FLORIDA 32563 PORT ST. LUCIE IVI Job Information: 0 -m u) W 0 0) v y 3 L M I- EL 0 In o ® J LLJ S 00 ° J 00 U) UO ♦ Model Name / Number: ♦ I Plan Issue Date: Monday, December 13, 2021 ® KA PROJECT NUMBER: 21-10555 I Sheet: w Of: I COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM SPACING SPECIES CAP.(PIU F7E3 16' (2) 16d TOENAILS (2) led TOENAILS SPF NO UPLIFT SP2 W( SP1 W/ (6}10d SPF 402 16„ j6}10d STUD, 6 10d PLATE STUD, (4) 10d PLATE (2) SP2 W/ (6)10d (2) SP1 W/ (6) 10d SPF 803 16" STUD 6 16d PLATE STUD, 4 10d PLATE BW4 16" (2) 16d TOENAILS 12) 16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6i-10d sPl W/ (6)dOd 439 16" STUD, 6 1DO PLATE STUD 4 101 PLATE SYP (2) SP2 W/ (6) 10d SP1 W/ 00041 SYP 878 BW6 18" STUD 6 10d PLATE STUD, 4 10d PLATE BW7 12" (2) led TOENAILS (2) 16d TOENAILS SPF NO UPLIFT OBW8 SP2 W/(6}20d SPl W/(6H10d SPF 535 12' STUD, IS) 10d PLATE STUD, (4) 10d PLATE BW9 SPF 1070 12" STUD,(6) 1Od)PLATE STUD, (4)10d PLATE BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6)-10d SP1 W/ (8-1.Od SYP 585 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW12 (2) SP2 W/ (6) SOd SP1 W/ S)-101 SYP 1170 12" STUD, (8) 10d PLATE STUD, (4) 10d PLATE BW13 NOT USED OU BLE 2x TOP PLATE TOP OF WALL :•k: SEE -PLAN -Nf` MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO, IF HEADER IS WITHIN WALL 1 FOR -SEE MS03/S-S- INDICATED ABOVE WITHBRG NO UPLIFT CONNECTORS WALL TO INDICATED IN WFO9 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 FOR MORE 2X P.T. W/ 1/2" A, 3 @ 32' O.C. W/ 7" INFO EMBEDMENT OR 1/2" A T.R. W/ SIMPS )N SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. -. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32' O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT Wod BEG, WALL DETAIL IN HELD AND EDGE, SEE GENERAL NOTE#B GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2c4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 42 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPl AND SP2 INDICATED IN SCHEDULE ABOVE IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE 5. IF'BW" WFO6/83.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW' IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OS 1 PLYWOOD W/ 86 NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIDR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE 3W1, BW4, BW7, 5W10 THESE WALLS ARE UNI.Y SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE MUS ARE TOE NAILED TO THE PLATE N N N N WILL E NAILS GU AILS AND WITHHARD CASED) N THE xPLA CA B PLATE AND 2 TAATTACHED NOT REQUIRE THE ANCHOR BOLT ATTACHMENT IN THE BEARING WALL SCHEDULE: THEINDICATEDSTUD 9. sPl/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TA8LE LOAD. lOd= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3)2x4#2 SPF I4)-16C TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8 1/4" X 11/2' 2145 SDS SCREWS C3 (3)2 x 4 SYP #1-OR (4)-16d TOENAILS 0 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2- WEDGE ANCHOR* & (8) :L/4" X 1 1/2" 2149 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 600 - 2200 u 2200 SYP POST & (12) - Led NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR* * G - 12000 C6 SYP POST & (12) -16d NAILS U = 2300 #2 ATR*" �16d U 5 =2320 C7 SYP POST &(18) NAILSB' C8 3.5 x 3.5 R.L. 1.8E Po=24D0 PSI HDU&SDS2.5 W/ (14) 1/4" x 21/2" SDS WS & 5/8" EPDXY 5646 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** C9 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" E%OPY 5645 1.8E Fb=2400 PSI WOLMANIZED IF EXT. ANCHOR, OR ATR"* 010 3.5 x 7 P.L 1.8E FP-2400 PSI HDU8 SD52.5 W/ (20) 1/4' x 2 1/2" SDS WS & 7/8" EPDXY 6970 IF EXT.) ANCHOR, OR ATR*++ MANIZED 5L. .25 P. HDU8SDS2.5 W/ (20) 1/4" x C11 1.8E Fb-2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EAT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2S W/ (20) 1/4" x 1.8E Fb-24DO PSI 21/2" SDS WS & 7/8" EPDXY 7870 C12 WOLMANIZED IF EAT.) 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 WF37/5-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF (C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATI"N 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIA:LENGTH NAIL SPACING Sd 0.131" X 2'h" 0.131" X 2Ih" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS led OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 A/V 0.131" X 3'A" NAILS & TOP PLATE 12d 0.148" X 3 %" 0131" X 31/"" 8" O.C.(COMMON) STUD WALL 6" O.C.(GUN NAILJ CORNERS SQtl 0.148" %3" 0.131` X 3" 8. O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS i6d 0.162' X316" 0,131" X 3'4" (2) 18D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE .CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTASS 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. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) BM 050 FLDCH PLATE. NAIL SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING (2) OR (2) SIMPSON HETA16 TO CMU ROWS OF 12d NAILS @ 12" COL. U.N.O. ON ROOF PLAN. O.C. TYP EACH SIDE (2).2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OS6 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA1.6 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2).1 3/4" x 111/4" LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) BM4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. M5 (2) -13/4" x 1.17/8' LVL 2.0E Fb-2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL 20E 0 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS HER U SIMPSON LSTA24 OR 1/4" z 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETAi6 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1O(2) - 2X6 92 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 11T FLITCH PLATE THE H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 12" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (2) -1 3/4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4"X 3 V2' HS LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ Is- OC, TYP. EACH 91 DE (2) - 1 3/4" X 91/4 ATTACH TOGETHER WI (3) ROWS 1/4"X 3 I/Z H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REQ. AT OPENINGS 2X4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE FA. END EA. END EA. END EA. END (1) (2) (1) (2) 4,-0" _ 9,-0„ (2) (3) (2) (2) (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1sl FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 124 COMMON NAILS AT 12" D.C. ALONG EACH EDGE OR (3) ROWS IF 2x1O 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. O V Q m 581.9" 36'-5" ill -OR 1141, I LANAI I B' CEILING 6' 9" 81-8" 6'-8" I ©� DBLO25 SH A O� C DBLO25 SH 2868 tooa ' II I 2x4 CAPPED WALL II II DIRECT VENT LAUNDRY, AT 42" HIGH A.F.F. ROOM, _ NOOK 4 8' CEILING 8' CEILING i w rl - - lop I I D 1 HANSON BbX ; M L, @ 36„ AFP - I f I FAMILY ROOM W 814„ g•-10" CATHEDRAL CEILING i 'L - J Li - - J 28681 - - 7 'i N N J ' 4.4„ 19,_4" iE69 8'CEILING 36" FLAT BAR r TOP ON 341A" LD WALL I , --------------- 2868I 1 , I 3.8" 1 2'-p" 8' 10" 6.-0„ ------- ------.-- 5•.4" KITCHEN " 8'-0" HT. WA 1. to m Y 4 I z a� 8' CEILING 0 12"X12" Lam) _: J _z * N a N Q' ,a-1 COL. TYP. m v M, II D/Wt I I L i I m 18•_2„ RANGE/HOOD DINING ROOM N IS01 , 00 REF. CATHEDRAL CEILING S2 2868 RL H1 C2 BW2 NOTE: BUILDER TOAPPLIANCE PROTEREQUIRED JS BY MUSEE SHEET 4 FOR________________ DN. IRS ___ ____-__________-______PULL LOCATE IN FIELD 22 1/2" X 54" MIN --------------- BIBB 2'-0" 19'4" 2 CAR GARAGE 0 8' CEILING m N 5'-4" ------------ 1'v o Q N LIVING ROOM 10' CEILING c2 ------------------------------------------------ G.T. ___-_-_ _ -_ _____t I ' I ' I ' I ' I ' I ' MS12 I S2 , V , O I u I n I 16 X 7 OVERHEAD DOOR TO- 2'-0" L 2'-0" DBL 25 SH 6'-3" x V-4" TRANS.ABV. Sol cp S1 u7 59'4" 12"X12" COLUM EXTENDN TO CEILING TYP. 10' CEILING 13%4".a 30 W/ (1) 12" S.L. 16" TRANS. ABV. 10'0" T.D.M. ENTRY 10' CLG. BM1 5'-4" h 22'-4" 12' 2" 6'-101, 3•-4" O3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW 23 SH CNTR. 0 R/S I - - - - - GARDEN TUB `q ' 5'-2" 4'-4" 5'-4" 0 T-6" 4030 FIBERGL. _ I I SHOWER al I lu, -- 2068 �HOSE BIBB 1 W.I.C. OWNER'S BATH, _ R/S - 0 ¢ I S' CLG B' CEILING W.I.C.00 00 R N 8' CLG F09 w S-3 r H _ _R/S- 2068 - 5 SH. ".' o o o o H4 R/S 2468 2x6 WALL BW2 SIM W/ (4) 2x6 C2 STUDS W/ HDU8 I 4. 8„ 3,-0" AT BASE 9'-10" 4'-4" I ' I I ' � I I I I I ' OWNER'S SUITE TRAY CEILING CD J i m , , I I I ' I I ' 21'-10" ' 1 ' I IF W/ (4) STUDS C4 2868 am I S01 I S2 J m to i I ' BEOROOM #4 w co � Q I 18' CEILING I I J I 28s� q in PROVIDE PLATFORM FOR AIR HANDLER - VERIFY SIZE W/ io MANUF. S3 N G.T. BEDROOM #3 BEDROOM #2 8' CEILING 8' CEILING 11'4" 11 -0 EGRESS EGRESS DBL 25 SH DBL 25 SH 2'-8" I O 17'-0" O 2,$" oM x 22' 4" FLOOR PLAN "AII SCALE: 1/4" =1'-O" (W/ COVERED LANAI 37'-0" x 11'-8" OPTION) 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B ( 0 ) +27.6 / -29.9 © +27.5 / -37.0 ©/ +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302,6. From the residence and attics by not less than 1/2-inch (127mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type 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 tub areas will be safety tempered glass. Calling for exterior entries and covered porches to nailed rz zone n 7/16". n reted OSB a ed e 0 0 naves p pa roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. . EC: R402.2.4 Access doors from conditioned spaces 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 The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 . Ceilings for exterior entries and covered porches to be 7/16" 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 AREA CALCULATIONS 1st FLOOR 3000 S.F. TOTAL LIVING (AC) 3000 S.F. GARAGE 448 S.F. COVERED ENTRY 30 S.F. COVERED PATIO 432 S.F. TOTAL AREA UNDER ROOF 3910 S.F. _0 <A a 00 .. /W �i G E3 R11 D4 $8 3�te� { UP 01 m 0.z ova m N W C4 s <� " «a W 9 `k ., .rc, Q Si \ a w p�£�$• �IS `L m J o m a 2 as o IS U N °m�� WWW.RJSEM1G.CDM ❑ ❑ ❑ Z Z ZC4 Q� Q Q J � a w Z N in alm w a 1 � m •© ' w c UG76 ro) (+) U N Ef 00 U fax N0 Q I m i A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFSREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE FI Job Information: O z m c Wi a ,* o 0 A VO M 4 M N ti L EL 3 toU z H U m LO a �o 0 20 MJ�y� :W//�� //� .J C0 V / ( J 00 LL III Model Name / Number: 3000 � Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 21-10555 Sheet: 2 Of: FLOOR PLAN 59'-4" F PLUMBING RISER RHG N.T.S. OD 00 0 r ZD q 37' 0" 22'-4" 111-81, 8" - 11,-4„ 4'_8" b•-6" 4'-O" '-4" 3'-10" 3'-0" Eel ------------------------------ _________ F3.0 F3.0 FMo3 m a F3.0 I III , 1TUggDEN ;l i i W/Ci 114030 FIBERGL. 11 `moo , 1l1} SHOWER_ -(II I ___ I' ' CHOSE ' FMO3 o a ,Q 1 0 BIBB 3.1 C.J. — — _ 7'-4" 7._6" a 7,,6" , I I 1 1 , 1 4.-0" 3.-8,. 1,$., 7�-O�� 2'-O" 31-8" 2'-0" 7,_O„ 5,_0„ , g,�. 3,_6,• g_4^ , 1 , 1.O" �y FM01 FM10 1 3.1 3.1 3.1 LAV rr = il LAVrr n" ' ' STEP DOWN 4" ----------------cYs= ---- I _�_ _ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ _______________________________ ___ _____ _______ ■ _______________________________ __________________________- 1 F2.5 1 1 1 1 1 1 7,S" 1 rk 1 H 1 1 ~ 1 ■ 1 � 1 1 1 1 1 r -I , hl W II tL _ J 1 1 , 1 1 1 , 1 MASON TO COORDINATE W/ BUILDER LOCATION OF ELEC. ■ ■ , GROUNDING. SEE ELECTRICAL , ' SHEET FOR DETAILS ' 1 ' 00 a H Mn f , O 4 o o a'� J IW �P Q n 11 CONDUIT—� ?I H L� _JJ r CHASE , DBL SINK 'W/ DISPOSAL �' Q , .9^ ' V r to u 3.1 I REF. ----------- _ _--------- I-------- L_-_____, ys L _ _ — J STEP DOWN 4" W.H. F2.5 1�2 , 1 � 19'.4" , , 1 m Z m 3.1 G cc , It ga , I , 1 c.J. --------------- in 01 STEP DOWN q 51/2" oil FM02 3.1 i ; n w ■ , T ______ ________ o HOS� B BBE FM03 1 -8' 7 -0" 3'-Ow 3.1 N i� FM09 FM02 , 3.1 I 3.1Ln Ln ---------- -------------- -------------------------- ■■■ ■■■1 rn q C�-- 'v a 2,.0" 16%0" 20'-0" 2,-0„ 11'-8" 59'•4" 5'-4" F2.5 7,-0" ■ 0 i� O in 00 N O ih 0 1� q in 4 in 01 , Lo 2' 7„ 2%6" 7'-7" 3'-0" 2'-8" 2'.0" 2x6 -- i y_;® ,ALL -ro r— rr HVAC b--- I r — -11 LU= JJ I I ' 11 A/C COMP PAD II v VAN 4" CONC. SLAB I 11. W/C I to PROVIDE CHASE E__ ___ r oryg-01' FORHVACUNITv�-r-i LL fV ■ VAN ' II w W/C �I I I m in in L F4.0 \ Ir F4-0 , , N ' N 1 , , i , , , ' FM01 FM01 � 3.1 3.1 ' , ■ ■ ■ 2'4" 7'-0" 3'-8" 7'-0" 2'-4" 22'4" FOUNDATION PLAN "A1l SCALE: 1/4" = 1%0" N i� 0 0 0 GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500PSI CONC. SLAB W/6X6 10/10 W W M, OR FIBERMESH /RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR HER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) 45 RESAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O.ON PLAN, 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. S 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 R403.1A.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 REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX - DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MART( SIZE DEPTH REINFORCING GRAVITY CAP. Ids _ V-O' XCONT. 110, 2 4#5 E.W. SOT. 2000 F2.0_] Te" X 2' W V 0" 3 #5 E.W. 807. 7200 F2.6 2'6" X 2'6" 10' 3 96 E.W. BOT. 11000 F3.0 3'-0' x3'-0" 11-0" 4#5 E.W. DOT. 15600 X 3'6" 1'0"4 #5 E.W. SOT. 21500 4'-0" X 4'0' 1'-0"5 #5 E.W. BOT. 28000 rli3'6" 4'6" X 4'6" 1'A" 5 #6 E.W. BOT. 34500 5'-0" x 1 6 4.-5 E.W. BOT. 42500 LEF6:0 6'-0" X 6'-W 1'-0" 7 45 E.W. BOT. 61500 LEGEND INDICATES SINGLESTORY FOOTING - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING ", �d„3-slid7Y fJJ9 N C c r a c { !- 0 I"CN7I 0 N N Obi LL LL 49 �b' 1y' Qmu W N y w n d W nLrio5 0,0 CJ J a e9 Z o J N O �§ 0 � WWW.FDSENG.COM ❑ ❑ ❑ 0 z o — o Z n (Q� Q N Q —� In l.. _._.. .� a _n z N � Tn Q 1i Ow c J 1::o^m U NVY N om ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: W a DID W O 0 M L Y � m M zH 0 mLr) a 0 J ED o VI Model Name / Number: 3000 Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 21-10555 Sheet: 3 Of: FOUNDATION PLAN (2) SIMPS01 MSTC 28 U SIDE (TYP.) STAGGEREC J LGT3 SDS 2.5 DS'A" x2W' W/ ACING AT 24 -H .00KING TO /ILL REQ. i SDS 1/4" X3" NAIL SPACING W/ 1U - SUJ 1A" x 21h" (TYP.) 1 1 HEADER / COLUMN DETAIL (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VAPY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. STEM WALL OPTION IS TO BE USED. REINF. CURB FOR VAR GRADEVARIES _ F.F.F.F_ SEE PLAN MASONRY C# ELEV. 0'-0" - � - W/ (1) - 95 BAR CONT. ' II ^ o 2STORY: 20 "X 20" REINF. t" I W (3) - #5 CONT. 16" (2) #5 SEE PLAN ► , REBAR 18.. (2) # 5 REBAR BEARING FM01 SINGLE STORY FfG 1/2"=1'-O" FM02 SECTION @ GARAGE 1/2"=1'-0- (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. REINF SEE PLAN F F SEE PLAN — --- -- F.F. 'k tj _ . + _ 8" (1) #5 REBAR w CONT. FM03 I THICKENED EDGE I 1/2"=1,-o•' FM08 2-STORY FfG. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6 BEYOND F.O.M. EACH END, TYP. ' 7.7 ALIGN DRIVE W/ 80770MI OF RECESS & PITCH DRIVE cw.,'. `;°-' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 1 SECTION @ GAR. DOOR 1/r77o" FM10 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) CC rWl--�i�- k �� 7 �4- 16" 4" FM11 I STEP DOWN BRG. REBAR L��L-�1 2 STORY: 20" X 20" W 3) - #5 CONT. INTERIOR BRIG WALL SEE PLAN # 5 REBAR a -I (2) #5 REBAR Zal IILr/rT� 1/2" = 1' 0" k .P A c i 4) 0 m O 1/2" =1'-0„ 1/2"=1'-o"I FM12 I STEP DOWN NON BRG. 1 1/2"=1 SEE PLAN OPTIONAL CURB SLOPED GROUT - OR MASONRY AT TO DRAIN 4"x 4"x 16" tail - - SEE PLAN ELEV. 0'-0" WITH S. CURB o y TYP. SEC. (1) #5 BAR CONT. (G.C. VERIFY) ao I I z F.F. REINF. (SEE PLAN) 2 45 CONT. INSTALL LINING6 0.2 #5 BENT BARS W/ MATERIALS PER w w MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDEDFLR.SLOPED TO DRAIN lffi FM14 SECTION @ RECESS SHOWER 1/z"=r-o" FM18 TYP. STEP FTG. DETAIL 1/r'=r-o" ALTERNATE: THE REINF. BARS SHALL BE GRADE— REINF. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" - CORNER BAR ONE cw E - FOR EA. HORIZ. - REBAR, TYP. U.N.O. N ..'. (2) #5 REBAR A/C CHASE 2 STORY: 20" X 10" 77 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1.1/r=r-0" FM23 I TYP. FND PENETRATION 1/2"=1'-0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0' 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >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" W/ (5) #5 BARS CONT. >4'-O" - 5'-4" 161• 16" 48" 48" & #5 @ 18" O.C. TRANSV. 1162# 2 -8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ASV. -MAX. F.C• " SPACING (O,C.) tl W.W.M. TO BE TIED TO #6 QD. CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BARS #4 TURN BAR 0 STEM WALLS GREATER THAN 4' W (1)#5 HORIZ. CONT. TIED TO fl @ EA. VERTICAL REINF B FlO OPAD 8" MIN OF STRIP FTG. II g5' COMPACTED CLEAN FILL ' m' IN MAX 12' LIFTS STRIP FTG. W/ QTY OF "MIN, COVER / REINF. PER SCHEDULE r! (3 SHOWN) I I FMASW I STEM WALL SCHEDULE (3 SHOWN) I I FMASW I STEM WALL SCHEDULE NOTES g P W y 00 =�M p% 1-1 ID � la Lo 0 g� K ,4z IV o dmm m u 8 q � W y y LL a S gsP 3� IL L tit ,J m� a it 30 3 Y O �g99cn G�9 Z�6� UIm°mF UI� 3 C C W m mQ;Ay a a zd�a M' .ice �(E m a a k a In a9y ¢a .N WWVI.WSENG.COM ❑ ❑ ❑ (D Z _0 M 8 Z Z N o a Z .-i N t!) (D m Q) -LL w a .o w 4n c c utm '. � � W J "AD FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 3 Z0] uj o y � O � M a`yJ Ln m M m Lo 'a Q J W Z) � o .J M U) (n 00 LL Model Name / Number: 3000 Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 21-10555 Sheet: Of: FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 3,000 x 3 No 9,000 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. +APP. CIR. = 37,750 SUBTRACT 100 % OF FIRST 10,000 - 10,000 A= 27,750 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUITCALCULATIONS FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A" = (.40 x 27,750)=11,100 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 41,100 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 172 ASSUMED EDGE OF WALL 4 °U m .H 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL IFM24.1IALTERNATIVE PROTECTION BARRIER N.T.S. FOR D.W. I I I / I INSTALL FAN BOX PREWIRE I / I I 'I 1 I I 220 I GFI V IGFI I , i L J — — J --- ILl / / HOOD — INSTALL FAN BOX PREWIRE WP GFI u I I C - D;q;Q _ FF44 FAN I I PREWIRE U --------------------------------------------- 220 V W.H. GFI C& 42' Y , I ------------------------------------------------- z_ , I I ' COACH LIGHT HOSE BIBB COACH LIGHT - — — " COACH LIGHT J ' U L � z /-w µ uJ� ATTIC ELECTRIC LU IF REQ'D BY CODE GFI FOR GARAGE DOOR OPENER CO WP GFI ! , INSTALL FANS BOX PREWIRE 0 I , , I I INSTALL FAN Y,//BOX PREWIRE I / / I I I I I 9 INSTALL FAN /BOX PREWIRE / I I I ' I I I I L(b-(� ® 1` ATTIC ELECTRIC \ \ IF REQ'D BY CODE INSTALL FAN ICJ BOX PREWIRE CHOSE BIBB ELECTRICAL PLAN SCALE: 1/4" =1'-0- WP GFI 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 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 COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED ) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET t� GROUND FAULT INTERRUPT w 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET a- DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT EC INTERCOM SYSTEM ® L.E.D. DISC LIGHT MI GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE WVERIFY FINAL AMPS NEEDED SAMEAS UNDERGROUND ITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/D COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY # 14 COPPER TO LIGHTS AND OUTLETS POWER COMPANY TYP ELECTRICAL 912 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 6TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. pti u 2..- (D Q O f cl # # # q$h, O1 i.a % tT=�,LyR� UN rnp D QT— ��si I! Ste'_ Fti UN�Z {'B inmo rd c �cn W a w s METg 0 u7 s 8 N �� iY pip��i � w mYo 0 m O g e9 2 d 5 5 13 ❑ ❑ NAW�.FDaaVG.COM z z z o 00 0 � ,o y fn z /1 ^ N m l (i) c .O w LnC visa ZD F � Z N ,C) , U Q Nvs AWA\nAM4M Ljr%mw4m FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 c LEI 0 c 0 m m a ? n� a m co M W �S � N d 0 J LU Z 00 o JMW(n ♦ Model Name / Number: 3000 ♦ I Plan Issue Date: Monday, December 13, 2021 ♦ KA PROJECT NUMBER: 21-10555 Sheet: 4 Of ELECTRICAL PLAN ANTILATION CALCULATION Formula = SF / 300 / 2 * 144. = net So incher, of venting needed equally for intake and exhaust 4 0 Q ENTRY TOP OF BLOC T.O.W. 4 bD o0 i0 FIN. FLR. �2'-0" RETURNS ON DECORATIVE SMOOTH RAISED 8" BANDS 48" OFF RIDGE VENT 48"OFFRIDGEVE"T 48"OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING DBL 25 SH RIGHT ELEVATION "A" SCALE: 3/16" =1'-O" is -OFF RIDGE VENT 48"OFF RIDGE VENT II� REFER TO SPECIFICATIONS Soffit product provides Ridge vent provides -4.12 net sq in/ sf ' 18.00 net sq in / If Off ridge vent provides 138.00 net sq in/sf Overhang distance 1.33 ft S.F. of Area to be;vented (SF) rs , .';' s f, Total needed for exhaustfor upper 1/3 938 net sginches Total needed for intake (soffit area, lower) 938 net sq inches Number of Off Ridge Vents for upper 1/3 needed 7 LrF.ofRidge Vent needed (can be used in combo with ORV) 52 ' Lineal Feet of Soffit needed to meet required 171 Lineal S.F.provided by plan BEARING ENTRY TOP OF BLOCK ____ _ T.O.W. I FRONT ELEVATION "A" SCALE: 1/4"=1'-0" fi n to a 0 N 0 .0 of to In 00 00 v vIL LL a 5mgo a a B=M0 a ¢ 3 z .,d Z HHt 3 0 u 0] z me d d o. v)o fillU N RI)SENG.CON ❑ ❑ ❑ �WWW`/ W Z O 0 Z C3 Z Q J � N Q. i z r �(F�• J}j (h t�1 0 A �V1 V w i c UEQQ co F- 000 U 00 ry = p NN U Q N O VD lam ,Jkwj'/.—A\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: FORT ST. LUCIE ♦ Job Information: NO O z �m Lo w o N 0 ns M qi � a O J W to 00 o LL J m (/) (/) Model Name / Number: 3000 ♦ I Plan Issue Date: Monday, December 13, 2021 ♦ KA PROJECT NUMBER: 21-10555 Sheet: 5 Of: ELEVATIONS -A SIMPSON- CONNED TYPE CONNECTORS SEE DST. TBO3 FOR WIND' < 155/C M G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F SHEATHING SEE"HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 155/C MPH - ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IPEEDS 1H IVIDE 0 COMPLY :OMENDATIONS ATING OF DGE DETAIL d EQ. Z QW Q rs � O a 0 '7 9 EQ. _ "X" DETAIL BRACE TB01�v SEE CONTINUOUS BRACING o 2 X BOTTOM 4 MIN, SEE CHORD DETAIL TB04- - - - _ O Q CO xH X - - - � BOTTOM CHORD GABLE END BRACING @-/ LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED OVER AT IEASV 0^w OF THE WEE! 2) "i ' BRACING mAY BE USED IR PLACE OF Fr.RLP AN nA 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 <_ 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY 8 - WIND PRESSURE AND SUCTION (PSF) DFFECTIVE VIND AREA (SO FEET) (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. a=4R I,B �T [4:12] [12:121 I,a 7r a - AREA ROOF 1 2e 2, 2r 3 3e 3r HIP 1 -51.06 -51.06 10 GABLE 1 -37.00 1 -37.00 1 -58.99 1 -58.99 -58.99 -76.03 1 O r ROOF SCHEDULE AND ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2B, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @D 4" O.C. ON EDGE AND 4" O.0 INFIELD ® r ZONE 3, 3e, 3L ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:1232' EXP. 1 ('20) 0 0 TILE: 232" EXP. 1 ('120) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3B" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2164" 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 GABLE r �I' �"7r' ROOF > 20 TO 45 1�1' DEG, 14:12)-[12:12] Wl BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM B' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y1. O NAIL AT BASE 2 ROWS @4"O.C. N18d COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS 04" O.C. WI ad COMMON NAIL © NAIL OPEN ING PERIMETER w/(2)ROWS @4"O C. w1 ad COMMON NAIL O NAIL INTERIOR AT 6"O.C. w/Bd COMMON NAIL. OE STAGGER ALL VERTICAL JOINTS & NAIL @4"O.C. W18d COMMONNAIL. OPLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER W180 COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ©. (2) ad NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. © FLOOR SHEATHING WPLYWOOD DECKING GLUED AN NAILED W1ad COMMON NAILS AT E" O.C. AT EDGES OVERDRIVE NAILS: FASTNERS SHALL NOT PENETRATE SURFACE MORE THEN 1M. EXPOSUREI SHEATHING PROVIDE BLOCKING II II ASREGUIREDPERT1.,II ylSECRONX-XIFNOTFULL HEIGHT SHEET © FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE ad NAILS FOR WALL SHEATHING MUST BE MIN.131"X 212". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN %" (2)-2x TOP PLATE BEYOND 15132- OSB EXPOSURE I /- SHEATHING 11 II II II II 1 11 SOLID 2x BLOCKING F II I I I I Q @ALL SHEATHING Ud UI III III III I 11 1 III II II II EDGES x Ln� III III II I II 1 (SEE SEC-PON X-X) p H III C 111 II II II I w NZ 111 111 ii D II i 111 III OPENING II II II I III III. 111 III 111 II Iil % Iil I II II I II II w n�� III III C II L__ JL II 11 L---JL--- a __ w III W III % II H I 111 u u E n 1 II IIII IIII 11 II II I STUDS BEYOND. D M� IIII ID I I II I I I 11 IIII 1 11 11 it 111 II 11 II I SEE RAN O IIII III I ❑ IIII II ❑ II I II It I IIII l I I II I I It IIII I III 11 II 11 1 W Hill Ill I II 11 I I III 11 II 11 1 III II II II I III _w I I N INI 11---y1----YI ---I 2x4 P.T. BASE PLATE BEYOND SEE A PLAN VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3A11.1-NA SPACIN ZI3W y s 10 _L SINGLE NAIL EDGE SPACING? DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.Ts CONN ECTOR SCHEDULE FOR: MARONDA HOMES - 3000 Bey. A 2 Car TRUSS ID BEARING POINT TRUSS ACTUAL CONNEf70R ID CON NECTOR UPLIFT FASTENERS NOTES UPLIFT. " DESIGN RATING C1- CS, .CIA - C5A E7, E7A, E7T, H7, H7A L/R -645#or less :HETA16/PER TRUSS MFR 1810# (9)led x 1-1/2'. A1GR, A2, A3A, A4A L/ R -1258 # or less ` HETA16 / HETA16 1810# / 1810# (9)`10d x 1 1/2 9 ).10d x 1-1/2 ' (10) 10d 5/8"ATR w/12"EMBEDMENT A5AGR L/R -2658#of Less (2)HETA16 / MGT 2365#/3965# '(22)10d W/SI MPSON"SETEPDXY@MGT B1GR. L/R -1210#or less HETA16/HTS20 1810#/1310# (9)10dx 1-1/2" 24 lOd x 1-1 2" : 82-B3, BSA -B8A B9 L/R -601#or less HETA16/HSOAI 1810#/3040# (9)10d x 1-1/21, 18` 10d x 1-1/2' - (9)10d x 1-1/2" 132A-. D7A L/M/R -1751#or less HfTA16/HETA16/HSOA 1810#/1810#/1040# (9): 10d x11/2" 18 30d x 1 1/2" - '(10) 10d 5/8" ATR w/12 EMBEDMENT ORAL L/M/R -2887#or less (2)HETA16 / MGT/ HTS20 2365#/ 3965#/ 1310# '.(22)30d w/SI MPSON "SE-71 EPDXY @:MGT 24.. 10d x 1-1/2' '.. (9)10d x 1 1/2 5/8' ATR w/12 EMBEDMENT GlA 33A- L/M/R -2442#or less HETA16 / MGT/ HETA16 1810#/3965#/1830# (22)30d w/SIMPSON"SET"EPDXY @MGT 9 1Od x 1-1/2" - (9)10d x1' K1A K2AT 'K7AT L/M/R -2025#or less HETA16/(2)HTS20/PERTRUSS MFR 1810#/2620# 48 aOd x 1 -121 2' (18)10d x 1 1/2'. K8ATG - L./ M / R - - 3141 # or less r (2)HETA16 / (2)HTS20 / (2)LGT2 / PER 2365#/ 2620#/ 3770# (48)10d x 1-1/2" TRUSS MFR 28 16d SINKERS. PG1, PG2B1, PG3, PG4 CONT. BRG. - 295 # or less ' PER TRUSS MFR K8ATG SUPPO FIT COLUMN M -3141#or less 'I(2)DTT2Z 4290#. .. 11/2 WA (16) i/4 x 1-1(2" SOS SCREWS b8A SUPPORT COLUMN R -1252 #or less: " DTr2Z 2145# (1) I/2' WA. SDSSCREWS TRUSS MANUFACTURER: ` BFS/PRO BUILD DATE OF LAYOUT' ` DATE OF TRUSS CUT SHEETS: 5/30/21.: L = LEFT, R= RIGHT & M =.MI DDLE BEARINGS. BEARING LOCATIONS ARE. REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTOR$ ARE SIMPSON PRODUCTS RVVI rL!►IV h N.T.E. wOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 1125Aw/(WIC N41LL§ USP -CONNECTOR SCHEDULE SPF SYP W CONNECTOR& FASTENERS SPF S 18f0 HTA18wl(WllQdxl lWOR 1rA5 18]0 HTA20 w1(w)l0dx 112" 536 665 HI IA W (10)Sd NAILS 515 58N OFRAME D 10 1 MT312NM411Rdx11rz"NTEACTERNIR MTW12 W(14)101x11,2'(ATEXTERIOR 1UW 1186 FRAME LOCATIONINCLUDEI3)124TOENAIL6) esD ss0 LOCATION MULHIE(3) IN TOENAILS) OFRAME to MCTW1(22)l Ud NAH_SMDM'ATA. WIT 9330 3965 MUCi18W(2M1WNALSAND5'8" AT.R.N 3330 M95 MASONRY EMDEDMENTWISIMPSON"66it E-xV . r EMBEDMENT W SIMPSUN'SET' spot FRAME TO HTS20 wl(24)104 x 112'(ATL)tTERIOR HTW20 HR24H O4 x 11r7'(AT EXTERIO OF FRAMF LOCATION NCLUOF RP17d TOFNAIL9 V2n 1910 LOCATION 14MUM(3)1M 7OENM1aR 12W 1630 FMME TO R)HT620AIRMIWx 1 VV(AT EXTERIOR 01 HTW20 wK48110tlx11Li"(AT EMERNxi 25J0 1 FINME LOCATION NCLUpE(6)121TOE74AL9 2250 2620 LOCATION INCLUDE(6)124 TOb'IMILE (EA) 3080 HOT 2 WI U600d NAILS AND (2) 5W A.T.R. HUGT2 W(Ilowd NMI 6 AND(:) 5B"AMR. © FRAME TO MliSONRY w/12-EMBEDMENT w/SIMPSON'M7 low W12" EMBEDMENTwISIMPSON"SET' 7020 Rio EP (141-3 FOR 3.HLY) EPCXY(HUGT3 FOR & PLY) OFRAME H TO FGTR-(13)1/4"x3"$DO WOOD SCREWS 3400 4725 PFU6RI(12) W63WOODSOPEWS AND J100 MASONRY AND (2) 1"2'XF THEN HD ANCHOR BULTS (4)SWx6•WEDGE-BOLT 0) LGT2 wl(16) 1 W SINKERS 11 0 FRAME TO 111(7) 114' x 24W THEN 2 17N N30 MASONRY ISEF NOTE BELOW) ©2 FRAME TO MASONRY R)LGTl wI (32)16tl 311JV'J:R9 fl(14) Il4°x21N"TITENRPLV TRUSS) 3506M 4WOM RI LUGT'2 wl (32)iBESNKEAs&(70) 114"x3"WEDGE-BOLT(2 PLY TRUSS) IN 3IMM FRAME OR(28) 1 W SINNERS FOR MAINE(EA) 3240E ST F OR(32) 16d SINKERS FOR FRAME(EA) MODLP3100 3B00F 4620.E FRAME TO P)W73 W OR)IW x 3-WS SCREWS 4T30M 65T0 M (2) (2) LUOT3 wl(24) W A 2112' MZ5 -SDM ]050.M d3 MASONRY1 &(8),VWX S TREN 12 PLroA2US$)" WULF 6W50.F so xS"WBe2PLY iRJ66) g430F 7710-F O ..TO M141. VY I IWwla m ll n) IM8(10) 10d CWLtl6V N Ulla.l HOKIMFW112Wtaa&l111Ud IM.f"a, BEAM 1 NAILS UM8B5 NAILSU#195( BEAMTO HU41OCKHUC4I w1 (10)TREN GM500 HD410CPTHD51MF7(Alj0x3 GF3351 OL MASONRY 114-,23M-&DO)10tl NAILS U41800 WEDGE90LT&Q0)l0d NAILS Uloo, L2 MAMTO MASONRY HU46 OPT HUC46w1(6)-W NAILS& (12)1I4"x 23W THEN (TO MASJ G4,1640 UMDBO ON BID UHIIJM HD460PTN HUrvI(SlOd NAIL9 & (12)1�4'x 23W rAPWNS Pro MAS.) OF1625 UNION ON2011 U#850 FRAME OR 12 Intl 8 6 IOd FOR ( ) l) ( FRA 1rE1 5 P.F . V SYP-M OR 1 1 8 6 Otl FOR FRAM R Btl 1 ( 1 (I ( El SYRF SYP-N R) KETAI8OPTR) HCTAw OS HTAIBOPTR) HTAZO M FRAME TO 1-PLV2.PI_Y Iwo logo 1-PLY.1(10)-WI1 VT OR 1870 MASONRY jI2S1V8"OR 28Lv w1112)ifid 2365 2365 2.PLYw1(12)lW 24W HSIM10w1(8)10d NAIL6AND (0)114'BQ 114, tons 1110 HTWM10 W III NABS AND (41V4"x1014" R46 1226 TO TAPCON3 WEDGE-SOLT OFRAME MASONRY OR KSM20 w/(10DOtl NAZIS AND (A) 114W 114- TAVCONS 956 1110 HTWMM.HCHUNAILSNJDN) 1N"x1314" WEDOEOOLT 1W 1226 OFRAME F H10SN(6) PIx11W NAILSAND(2)H,8'wl" 780 910 MASONRY FIFAN10 FRAME TO DTT2Zw(8)1I4"A vrsiolmoD DT6TZw1(Ml14"xl I/Z'W918YJOOD 0 �To PY SCREWSAM(1)lZOA.T.REPDXIEDV 1B35 2145 SCREMAND(1)1R"8A.T.R EPDXIEDWI 1510 IBM SIMPSON"SET"SFE N01F 94) BURSON"SET"(SFF NOTE B4 FRAMEM HTT5 xJ (Y6) 1.. Ug"NAILS AND III 5M" B KTT45W(26)16dA 1I7' NAILS AND (1) O MASONIW ATR.EPDXIEOw161MPSON"6EP' SEE NOTE W BELOW) 4375 5WO VWO A.TA EPDXIEDWI SIMPSON'SET' (SEE NOTE H4 BELO - 5005 FRAME TO HTT4 W(IN)1W0 I2' NAILS AND (IIST IFHTT45 a(18) 16d x2 V2"NAILS AND (1) ® MASONRY ATREPOKEDwi SINPSON"SET" (SEE NOTE "BELOW) 3640 4235 518"2 A.T.R. EPDXIED W SIMPSON"GET' (SEENOTEAMLOW) 41W O FRAME TD 11109w1(24)l0dxl IZNAI1 9 To 910 LUOTI W(23)W.11,TNA1.9 875 1045 FRAME OFRAME TO HM9TWO) 1M"x1'D2"SIXIMOD 760 7W RTIBM W(9) TOdx I IIT NAILS 1395 1995 MASONRY SCREWS&(5) 1#1x2114' TAPCON3 MI/4"x1314'TAPCONB FRAMETO VGTW(o)114"xS'SDSWOODSCREWS& O MASONRY (l)W 8 A.T.R. EPDXIED W SMPSON"SET' 1111 4UO W 12' MIN. EMBEDMENT FRAME TO (1)VGT- W) 114'A' SOS WG00 SCR FWS O. MASONRY & R)&TO AT.R. EFOAEOWlSINPWN B170 TIM "SET'w112"MIN. EMBEDMENT OFFRAME VGT.18)11BA" SDBWOOD SCREWS& HDIH-6D92sM(10)'R"x21ry•808 WOOD 3285 4585 VUGT15w1(22)I0d NAILS&HTT4Bw1(18) - 41e0 FRAME SCREW68(1)BW'BAT.R 11b NAll98 D)5'E"BA.T.R O FRAMFTO R)Hlli w1Q%R 15d7x2 la'NALSA 4375 SWO (2)HTT4SW(52) 10821/7NABS _ 5005 FRAME (1) 5'&'BA.T.R.(SEE NOTE44) 0 &jI)W'BAT R.(SEE NOTEA; 1. CONNECTALLFL3DRTRU55ESTO INTERIORBEAWNO WOW WALLSI BEAMSw1(2)12d TOENAILS. 2. ALL TRUSS TO MUM CONNECTIONS ARE PROVIDED BYTRUM MANUFACTURER, UND ON PLAN, 3. SO. MAY USE EITHER9MPSONORUSFCMNE1TI1N9, SEE FRAMINGPLAN FORCONNECTOR CPLLOU I: 4, FOR SINGLE PLYTRUSSES, SCAB ON FULL HB%f1T11P1 1-1-TO TRUSS VERTICALWEBWI(2) ROWS OF IN NAILS O_D TO.C. STAGGERED S 12'MIN. A.T.R. EMBEDMENT CMU BOND BEMM U.N.O. S SCAB TRU.53 CHORD wl4'4P 2x SYP N2 MATCH CHORD LUMBER SIZE) wi(2)ROM 10d®4'1111A END W O.C. STAGGCRED; CENTERAT CONNECTOR LOCATION AS MUCH AS POSSM1,E. W MINIMAL 004WCTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL ROOF IFLOORTRUSB[BTO MASONRVWALLS/LIMRSJ ICFWAU9 UNO ON PLAN 2. CONNFC1MAT24'OR92"0.OPFNDINGVFRTICg1.$FORAII. FLOORTRUSSPSPARM.IELTOMASONRY WALLS SEE DETAIL F81213.1 FOR MORE INFURMA71N 3. CONNECTION FOR AIl HIP JACI((WRNER JACK) TO MAEONAY WALLSIICFWALLSAINTELS 4, CONNECTION FOR ALLCONTINUMS RIM6OARD M TOP OFMAEONRYATM"O.CMAx.W(2)ATEACH CORNER. GC. TO VMFY LOCATION DOES N01 CCNFU)T W IH 0FAPPUCABLE) LAYOJ I 5. CONNECTALLFLOORTRUSSES TO INTERIOR BEARING WOOD WALUSEANS*(2)124TONAKS OMINIMAL CONNECTOR UNOON FRAVINGPLAN 1. OONWCTON FOR JACKTRUSS TO WOOD Wq L OR BEAM 0 MINIMAL 004WOTOR UNO ON rMMINGPLAN 1. CGNNECTIMFMR LTRU9 STOINTMIONy ERIORBFARINGWDODWALLSMO,ORBEMIS 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 CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OFTHE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x2 #2 P.T. MIN. FASTENED PER NOTE 2 BELOW. CONT 2 x 4 NAILED TO BLOCKING W/ (2) 12d NAILS 1. G.C. TO VERIFY SOFFIT MATERIAL COMPONENT AND CLADDING LISI 2. 2X2 #2 MIN. P.T. W/ J-CHANNEL : (ALT. PAP 0.145/0.157 & 0.300 1 IF WOOD WALL, FASTEN W/ 0.14 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST D --METAL DRIP EDGE 2 x SUB -FASCIA ALUM FASCIA 2x BLOCKING NAILED TO TOP CHORD OF 47- %F"3 OTHER TRUSS W/ O 12d NAILS, TYP. (**) (***) I CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR I THE DESIGN CRITERIA ON COVER PAGE. RED @ 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 @ 16" O.0 ER W/ MIN. 1" EMBEDMENT @ 16" O.C. h" 016"O.C. SQUIRED SEE (PA) INSTALLATION GUIDE FOR INSTALLAION DETAILS ALUMINUM SOFFITS> V-4" ELOQKING REQQUUIRED. I(***) VINYL SOFFITS V-O" SHALL H, FOR SOFFITS < 1'-4" MID BLOCKING NOT RE MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" 15--T, & 5 _ (D R g � a m` =518 :, W I. a�..0.1I 0 � 00 LO 00 t` *Jk 4k 4t E tr 513-'.,� ii0G, -- LL LL LL $o�k ,..,w'mo5 a �w aj LL a ui y ovT M5 ' ig � 30 Or Tj C W So on a Ne ¢ !� gea ❑ ❑ ❑ NOM FDSENG.COM z^ Z Z o 0 Q N a _ Z o N ^' W Jm LL v0 .O w IL 10 It.01 CL itst2L7n to E; "(1I M IE ��NOp08 o�N bra. A 1 \OAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O F Z m Ti W c n O C i O 0) OJLL1� S 00 _I 00 W U) Model Name / Number: 3000 VT Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 21-10555 Sheet: 6 Of, ROOF PLAN A LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF 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 MCRE INFO TOP OFSLAB k ' l rn• �, t,e T MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1. #5 REBAR CONT. SIMPSON SP4 W/(6)-10d X 11/2 SP6 OR ERB FOR 2x6 AND 2X8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2'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 NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS031rKHIVIC (CA I/DRV/On CMn) vv^l_" iv I NT.S. r'ni neAcnNIDV NINiCr`TInTI N PTAI 2W MIN. LAP #5 REINF. q BAR I I #3 OR #4 REINFORCING �'P. BAR R AR FPI IP CPI[ IE #4 OP RPI ICE # LAG-RPI IrE3.G� I . 25" MIN LAP #5 REINFORCING BAR #5 D. 90° HOOK #F 14P Cpl ICE SCALER"-1'-O" " MI #6 REINFORCING 6.4R * GRADE 40 U.N.O. #6 LAP SPLICE I MSO51 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2%" 12" O.C. 1 2 x 6 1/4" X 2s14" 12" C.C. 2 2 x 8 1/4" X 244" 12" O.C. 2 NOTE' TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST I vi .LINTEL-1 w (2)IT BUCKS W/ 1/2. O.S.B. BETWEEN r FASTEN PT12 NAILER TO MASONRY IF DOUBLE 2X NAILER 15 USED, USE 1/4-X 4 1/2- TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. SEE PLAN FOR TOP OF WALL AND LINTEL INFO. ( PRECAST LINTEL - SEE LINTEL SHEET FOR SIZE OF LINTEL) AS NEEDED FOR TRANSOM HEIGHT •1.�'_ ../� - 1. �A,-"T T.".• TRANSOM OPENING `\\ = - � --•FRAME INFILL ' AROUND WINDOW BY BUILDER SEE '•� WFO1 FOR MORE INFO (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER V FA, END. USING (6) 3/16" DIA. X 13/4" TAPCONS INTO MASONRY & (4) 10d X 11/2' NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/10d STAGGERED @ 6" O.C.tF - F.C. EACH SIDE SEE PLAN OPENING MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM N.T.S. SIMPSON SP2'S TOP AND ROT. W/ 12 NABS @ EACH STUDD oxo 2 x4 SPFAT 16"O.C. - USP LSTA30 W/ 22/100 NAILS 1 L SEE RAN FOR HEADER TRANSOM REFERENCE DETAIL WF02 IF RADIUS 11 / OPENING REQUIRED 1 I I III TRANSOM OPENING III ARCHED OR FIAT I I I 2x4SPFAT 1 `2-2x45PF 111 / SILL PLATE I 4 2X8 P.T. W/ vi X3" I 1 TAPCONS @ 6" O.C. , IN MASONRY OR SOd NAILS @ 6" O.C. IN WOOD. PRECASr RECESS SIMPSON SPS W/ 8)HIGd}IOd NAILS @ BOT AND USP SPT24 W/ 12-10d NABS @ SILL DOOR OPENING WF08 FLINTELS AT ENTRY DOOR w/TRANSOM TOP PLATE SIMPSON LSTA30 W/11-10d TO PLATE & 11-100 TO COLUMN SIMPSON A34 W/ (8)-8d X �(�/��/�J�� 1 1/. � J NABS @ TOP & BOTTOM OF HEADER 4X4 MIN. OR BUILT-UP OOLUMN EA. 2X4 NAILED w/1Gd @ 8" O.C. SIMPSON MSTAM36 MAY BE USED W/ (8) 1/4"XZ 1/4" TITENS & 10-10d NAILS. P.T. SILL MATE W/ 4h'Y8" ANCHOR BOLT @ 32" O.C. @ BASE PLATE DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM SIMPSON A34 W/ (6) 8d X 11/2 NAILS OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE NOTED. N.T.S. US LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: Adams Homes Model 3000 2CF A - 8'-0" Plate STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 17'-411 950 168 405 109 8F16 -1B / 1T (min.) 2 12' 41f 1075 128 607 131 8F16 -1B / 1T 3 11'-811 1254 168 724 183 8F16 -1B /'1T 4 7'-8" 1843 1646 1136 1055 8F16 - 1B /'1T 5 61-011 3480 1059 1868 580 8F16 - 1B /'1T 6 4'=811 5365 124 2276 338 8F16 - 1B /'1T 7 4'-611 6113 131 2707 98 8F16 - 1B / 1T g 41-411 5206 2024 2362 1375 8RF14 -1B / 1T 0 0 0 E6 •e REBAR AT TOP MN, le Re°b Pa. CLEAR a GROUT .e ,.a, M REBAR AT BOTTOY C of urvts CAVTY scrtar RLaNtcRaw v-y/a'A=AL PROVbkp N LXlls- YARF_0> a' NOMNAL WIDTH TYPE DESIGNATION :. � WITH GROUT , u - urv.4-Kp O 7TN pt NE R®AR AT 90TTOt1 OP LI"NTEL' R CAVITY 81I1=16-IS/IT Nomlw - ='H J yANTIR" PP b IW111WL HE'GMT ti RAT TOP MATERIALS I. re precast trials =3500 psi. 2. rc prestressed lintels =GOOD psi. 3. Pc grout = 3000 psi W/ maximum 3/8" aggregate. 4. Concrete masonry units (CMUI per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Reber provided In precast lintel per ASTM A615 GR60, 6. Field rebar par ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire par ASTM A510. 8. Matter per ASTM C270 type M or S. GENERAL NOTES 1. Provide full matter head and bed joints. 2. Share filled Ilntels as required. 3. Installation of lintel meet comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 54/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 37'-4" and larger with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. 8. Cast-inplaee concrete may be provided in composite lintel in lieu of concrete masonry units. 9 Safe load ratings based on rational deal analysis per ACI 318 S g ® y and ACI 530 10.Untel min. depths are Celled out on lintel plan. If contractor installs R deeper lintel than indicated on the plan, doing this increases the Strength or the Iln lei and Is approved without engineering letter. if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled Ilntels must be reduced by 20%If bearing length Is less than 61/2 Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section Specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by. providing addienal reinforced masaray above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" [inlets only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at daway from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. PRECAST'U" LINTEL W/ 3000PSi CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R STD. 90 HOOK ANCHORS HOOK (TYP.)--►': g ? r"RESAR STD. 90 DEGREE y 2 ON BOTH SIDES PENING U.N.O. ANGLE 3000 P.S.I. CONC. W/1 #5 CIA. REBAR PROWDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL d FILL SOLI) W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 6'-6" B"x9"x16" CMU U.N.O. SEE FOUNDATION L SEE FOUNDATION PLAN PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT IN.T.S. TYP. BOND BEAM 8"x8"X16'K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA REBAR INDICATES FILLED CELL FROM FIG, TO BEAM WITH 1 #5 BAR MIN. P �- TYP. DOWEL 25" MIN. LAP (AG 530) °0 n m w c �I., tt00 IfJi eo ��f E_�£a£ 3bw O up� D WN"'9e n ,i 4� W =a Sw-� 6 C �ST� #, �. m In d Z N ¢ S 1 ys g°rr7T.9ffi@ Q a k ng9+��a mR r a WWW.FDSENG.COM ❑❑❑ VI Z o Z O N 3 ti Z N !' !... V) ro llL�6` fC3 ul c ;.'i F u Oul tJ06 c U ENmE L V Go V U In o c a Q N O °moo /q A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE JJob Information: 0 N a)14 C C O LO C O 4) M a+ OT 3 N m H 0) v CL m 3 Lo a J 00 V / (n LI Model Name / Number: fl�" ' 3000 4 Plan Issue Date: Monday, December 13, 2021 KA PROJECT NUMBER: 2140555 Sheet: � A Of: LINTEL PLAN ° SIMPSON HETA 16 THE HEIGHT OF THE CHIMNEY SHOULD EXTEND 2' ABOVE THE 2x6#2 SYP P.T. EACH E EACHEND — W/ (2) %"x5" SEE FLOOR PLAN POINT WHERE THE CHIMNEY IS 10' FROM THE NEAREST WEDGE ANCHOR FOR BEAM SPEC. ° :" SEE PLAN FOR BEAM LSTA24 W/ SIM12) BUILDING SURFACE. CUSTOM GALV CAP 0 10N (12) d NAILS ( ° WITH SPARK ARRESTOR ° VERIFY STYLE OVERHEAD SECTIONAL W/ BUILDER DOOR TRACK W/ 3/8" X ° E-1 METAL FIRE STOP 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. „i �''t "•� : i �, ,,,dY•.•'"r• ., y�, ✓.., .. SEE DETAIL WF02 ON SHEET S-3 4-=r FOR ARCH FRAMING DOUBLE 2x TOP PLATE PIPE STABILIZER WHEN REQUIRED (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o,. '� +' 'I BOLTS WASHERS SET IN " SIMPSON A34 w/ TYP. FILLED CELL (8) Ed NAILS FILLED CELL W/ #5 MIN. 5 PER JAMB. ".117 VERTICAL o 2X4 #2 SPF STUDS @ 16" O.C. w/ SIMPSON `y ^ ° SP1 @TOP AND SIMPSON SP2 Ca BOTTOM SECTIONAL " SEE PLAN 2 X B CRICKET W/ EXTERIOR SHEATHING ATTACHED ® OVERHEAD '� '; (3) SPF #2 FOR INFO. PER NAILING SCHEDULE SEE STUDS W/ ELEVATION FOR FINISH DOOR 16d NAILS CONT. P.T. #2 r '] _t7 .4 J. WOOD SYP 2" X 6" o .'. •: SIMPSON LSTA24 W/ (18) 10d NAILS TRIM ,• d•" •• ,• .Q PROVIDE 2x BLOCKING r •'•' ••^' •;� 9 PERP WALL IF NOT P.T.ej 2"x6' FWOOD JAMB • n• - lad NAILS—► ALIGNED w/ TRUSSES :-1 " 0 8" O.C. W/ (2)12d TOENAILS Ti �� STAGGERED ° SIMPSON LTT20B DOOR AND CONNECTION PER ® W/ 10-16d NAILS 2x BASE PLATE w/ (2) 12d GARAGE DOOR MANUFACTURER GARAGE SLAB & (1) 1/2" X 12" NAILS TO TRUSS BELOW @ 8^ O.C. TYP. GARAGE DOOR Y 'A' 'A' WEDGEANCHOR '^� E d TRACK MOUNTING DETAIL WIN o SIMPSON MTS12 c W/ 141od @ EA TRUSS NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS � DETAIL - UNLESS NOTED OTHERWISE CHIMNEY PIPE MIN. 2" TO TRUSSES - CD21 ENTRY CMU COLUMN/BEAM N.T.S. H:lENTRY HEADER DETAIL N.T.s. MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. 3/4"=1'-0" �CH01 TYPICAL CHIMNEY FRAME DETAIL. N e— ry ry, Eew` F W 0 & O rn 4i LL LL B d�'f'ti J. Ii UI 5N,zc NM ° g " QWa_2 4i vai• m INSULATION PER FBC AND ENERGY € K s >n n+ Z 2 a z FORM SUBMITTED WITH PERMIT , 00 , ' CATION PROVIDE BAFFLES APPLICATION g ;fi, ` a e ¢ m w m AT EAVES (FOR VENTED ATTICS) m an 12 FIBERGLASS SHINGLES OR ° S '� B I m J C (7 o 12 SEE ENERGY FORM CALCULATIONS ' SEE PLAN TILE ROOF (PER ELEVATION) 8 L D U W FOR INSULATION REQUIREMENTS + OVER APPROVED UNDERLAYMENT S5 SEE PLAN PROVIDE BAFFLES AT LEAVE PER FBCR 905.1.11 OVER APA o ❑ wvrrv.wsens.caH ❑ ❑ FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD TRUSSES 0 24" O.C. ROOF SHEATHING •SEE SCHEDULE- [RSH] - ON FRAMING SHT. FOR SHT'G & FASTENERS. II _ iO (� Z, m ' OVER APPOVED UNDERLAYMENT FBCR 905.1.1.1 OVER APA u , _ - _ SEE ROOF PLAN FOR z o PER ROOF SHEATHING - SEE SCHEDULE- ON FRAMING SHT. FOR , �� TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR TRUSS CONNECTION INFO &LAYOUT DESIGN Z 2 Q Q ¢ — TRUSSES@24"D.C. [RSH] - r-- --------� BRIG HT. i4 ' ----'------ Il%, rn SWIG &FASTENERS. DRYWALL- • e�' -, ,--' SEE PLAN FOR _ _ _ ILL_ _ -,-,-�=�- a ,',_ •, �` »� ', 1 1. TRUSS ANCHOR SEE PLAN ( ) STRENGTH HIGH STRENGTH 0.G ETAL DRIP EDGE TOP OF' BFAM - 7 a-` .LID --- •- Z a , TO BE INSTALLED ON OUTSIDE BOARD 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP SEE ROOF PLAN _ FOR BEAM SIZE & ////''''�� ` V1 G m N — -,; •. r n� 1 _ /�.. i FACE — _ — - — - — - — - FELT PAPER OR TRUSS PLATE ';�� SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR „ �U CONNECTION IN, 4-+ w 3/4" P.T. NAILER PLANS 4x4 w/ 2x4 POST UNDER EA - - ' 5/8" OR 1/2" DRYWALL --METAL DRIP EDGE , 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. V - m V) HIGH STRENGTH CLG 1/2" DRYWALL n' 8 x 8 x 16 K.O. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" c BOAS 2X SUBFASGA CURTAIN NAILER n O•H• LINTEL BLOCK DIA. REBAR & AND LATH WITH FINISH O.C. I�Z'1 �m ~ m CONNECT ALL 2x STUD TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. Y x 4 P.T. @ WINDOWS Y x 8 P.T. @ S.G.D. " SEE ELEV. 30 0 I 3000 PSI CONCRETE (TYP.) ALL SIDES / \ \ (TYP.) FRAME FOR CDR- 0° ;j NERS FOR NON LOAD _ — W = cmv E ° L U f . 16d TOENAILS PLANS v; �QO BEARING SIDES NAILED ' HB&G COLUMN WRAP OR F - = �' L� SEE PLAN FOR HEADER SIZE PRECAST "U" LINTEL �", �/0• o v, ° 0 < W/ 16d NAILS @ 8" O.C. ' 2X4 #2 SYP P.T. FRAMING N r= 1/2" DRYWALL SEE SCHEDULE \ Qn v aw 4n W/ MIN 7/16" O.S.B. cSHEATHING a� ED PER ¢ a o m ' m NAILING SCHEDULE OPTION 15/32" OSB EXPOSURE 1 ON O.H. EXT. WALL W/ ALL EDGES BLOCKED. (1) X S " R BOLTS (1) CENTERED EA. � � � (TYP.)4 COURSE HIGH A.F.F. SEE FLOOR PLAN FOR W DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV, SEE TB13 FOR NAIL ATTACHMENT. ' SIDE w/2" WASHERS i CMU BASE FILLED W/ CONICCOLUMN SIZE & BASE , w ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" I A W/ (4) VERTICAL RENF W/ (TYP ) CONNECTION INFO. m m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT B" O.C. STAPLE @ Z" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP , w ALL BEDROOM WINDOWS, n REBAR W/ 3000 PSI OF COLUMN PLAN A1-Al SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY " " CONIC. ALL LOCATIONS ' PLATE w/ 5/8" x 8" GULFBREEZE, FLORIDA 32563 SHOWN ON FOUNDATION + E ANCHOR BOLT SET IN ALUM FRAMED WINDOW w/ SCREEN & FLOOR PLANS ; SIMPSON HIGH -STRENGTH DIVISION LOCATION: (G.G TO VERIFY W/ FLOOR PLAN " EPDXY 6" MIN. EMBED. PORT ST. LUCI E LOCATION OF OPENINGS IN v SIMPSON LSTA30 SEE FLOOR PLAN WALLS. IF No EXTERIOR wooD wn ' w/11-10d TO BEAM — FOR BEAM SPEC. OPENINGS ARE INDICATED, FULL P & TO FRAME BELOW ♦ Job Information: STUDS ARE REQUIRED). r • o• 1 NOTE: 44" MAX. SILL HGT. ON r ' ALL BEDROOM WINDOWS. ALUM FRAMED WINDOW W/ SCREEN CEMENTITIOUS DECORATIVE „ PRECAST CONIC SILL SQUARE CMU BLOCK BASE W P.T. WRAP or FINISH 7/8" THICK PER ASTM WINDOW STOOL " + (4) #5 VERTICALS FILLED SOLID STUCCO BAND STUCCO C-926-98A PER SPECS H SEE ELEVATION FOR MORE INFO 2X STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY " ' MORE INFORMATION). SEE T613 FORM SUBMITTED WITH PERMIT y 1 EXTERIOR FINISH - m 1/2" DRYWALL ON SHEET 6 APPLICATION (SEE ELEVATIONS) Z c LO FOR NAILING INFORMATION FOR Z V SEE ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. BASE PLATE 1 X 2 P.T FURRING �\ 1 x 4 P.T. FTG. DOWEL #5 CIA, REBAR 17" IN CONCRETE - 25,, EXTEND (AG 530) ABOVE �` r m N t9 REQUIREMENTS w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SIMPSON HETA20 Al BUILT-UP CORNER MIN (3) 2x4 SEE FOUNDATION / a cs WASHER D.C. A 32-EE WOOD BASE SLAB, ALL LOCATIONS SHOWN ON FOUNDATION PLAN , Al TO COLUMN , OR 4x4 POST w/ 2x4 UNDER PLAN FOR FTG L a FROM END MIN. 6'7 POSw/iT , SIZES AND I--Ln WOOD &45E FOR TERMITE SHIELD EACH END OF BEAM EACH N LOCATION e W SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR W FOR SLAB INFORMATION TOP OF SLAB — — — ' — - + SLAB INFORMATION TOP OF SLAB — - — - — NOTE: �, 2 X 4 P.T. PLATE , MUST BE — — - — - — - — - — - — 0 W v ) v J , .. BOTTOM STRAPS° 0 U ♦ Model Name /Number: - — , `m INSTALLED ON INSIDE OF �'' • a GRADE ( r I , _ GRADE i' COLUMN. DO NOT BEND tL „ i !, STRAPS UNDER PLATE. PLACE STRAPS IN FILL Plan Issue Date: CLEAN r I' - ry o SEE PLAN FOR N ,: CELLS w/#5 REBAR :� °; (TYP.)4 COURSE HIGH CMU BASE . ", :: �' « �"' COMPACTED •-'' - �''> - .-� , REBAR QUANTITIES ,, -,', 1 �' - R ':. �'•• • J, FILLED w/ CONIC SEE PLAN FO - - .,;ii .' , .. .. �. 'k-,& ..i FILL a i � I � . i �� ° `a , ,, ; „• SIZE. TOP 0 F COLUMN BASE r _ y, December 13, 2021 Monday, ♦ KA PROJECT NUMBER: � SEE FOUNDATION PLAN SEE PLAN • • 2' -0AFF :. ;� SEE FOUNDATION r• '.-+ m I 16" FOR FTG REQUIREMENTS ///fff�� PLAN "u 21'1OSS5 NOTE: DETAIL CD21 / S•2 MAY BE SUBSITUTED FOR THIS Sheet: Of, DETAIL. UNLESS NOTED OTHERWISE WS02 WALL SECTION EXTERIOR FRAME 3/4" 1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. Ir^ I yD23 COLUMN @ ENTRY CRAFTSMAN STYLE N•T•s• F WS01 TYPICAL WALL SECTION - 8" CMU 3/4°-1'-0° TYPICAL FRAMING TYPICAL DETAILS OINSULATION AT. EXTERIOR * WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 8" D BLOCK TIEBEAM W/(1) 45 REBAR U.N.O. 'A (SEE PLAN) • '_- rE2 16" O.S.B. SIDE BLK'G. O.S.B. 2-8d A. END EDGE VIEW WHEN REQ'D RECESSED PRE -CAST LINTEL NOTE: MAY CUT BACK 2X8 P.T. @ TAP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 -2x8 W/ (3) 12d TOENAILS EACH END 7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16' OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE .2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 DETAIL @ ARCH WINDOW FRAMING WOOD WALL OR TRUSS. SEE PLAN SHEATHING OL VARIES W ROOF SLOPE —2X4 CONT. w/ (3) 12d COMMON NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM N.T.S. LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. F n Fn io G Io m � � 145° 'h 1" 14f" 1Vi LIIJ SW/(1) ROW OF STAGGEREDlOd IT(2) G I(2) )LAMINATIONS ROW5 OF STAGGERED 16dR COMMON WIRE NAILS (D = 0.148'. Lr 3'9 OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D - 0.162", L- 3-1/2") OR EQUAL (D = 0.162", L= 31/2') OR EQUAL 1)CENT NAILS ARE DRIVEN FROM 3)POR4PLY.PROVIDEI/4"DIA: a51/2•LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENURATF AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS I N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) `r. F.F. OVERHANG ;�:' - "v. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NfP REPAIR REQ'D. MS181 RETROFIT WALL OVERHANG DETAIL N.-.s INSULATION AT EXTERIOR WOOD FRAME WALL PER FB AND ENERGY FORM SUBMITCTED SIMPSON SP2 TOP WITH PERMIT APPLICATION AND BOTTOM. TYP. @ EACH 2X CRIPPLES (3) 16d COMMON @ 16" O.C. NAILS(TYP) HEADER PER/ LOCATION ®� ft 7/16" OSB W/ 6d %- L- NAILS @ 16" O.C. HEADER TO SIDE & TOP NAILER (SEE PLAN) ® Zx W/ (3) 12d TOENAILS EACH 7/16" O.S.B. END TYP. EA. SIDE 2x4 SPF CONTINUOUS 2X BLK'G. TO O.S.B. A BLOCKING ATTACHED W/ 2 - 8d EA. END TO 7/16" OSB W/ (2) Sd NAILS. SEE DETAIL ABOVE . iLL EDGE VIEW T-o" MAX WINDOW OR DOOR OPN'G ✓F02 DETAIL @ ARCH WINDOW FRAMING N.T.E SEE GE05 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. n — T♦ I � z I \ +I I+ x +I N 00 I I a d I I � � + +I + + , , o oo INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON ' SHEET 7AND 7.1 'I " II , II ,' , I I I I , I I CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ONLY IF NEEDED. SEE PLAN SEE PLAN FOR BEAM SIZE 2X4SPF AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED W14 I KNEEWALL @ ENTRY FRONT WALL 1/2"=r-o" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2X4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) STRUCTURAL SHEATHING s8" 7/16" MIN. NAILED W/ 8d 2x4 STUD COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 + NOT REQ'D. WHEN QT SYSTEM IS APPLIED ISTUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. 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/ - 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W1 8d 2 1 2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL GE15 FALSE BEAM AT GABLE END 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING 7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF TO 2X BLK'G. OPENING G.C. TO W/ 2 O.S.B. 8d INSTALL (3) TITEN HD. W 5/8" x 8" EQUALY SPACED EA. END PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED INSULATION AT EXTERIOR SP4 AT (3) 16d WOOD FRAME WALL PER FBC 24" O.0 COMMON . AND ENERGY FORM SUBMITTED NAILS(TYP) WITH PERMIT APPLICATION HEADER PER LOCATION----m 7/16" OSB W/ 6d NAILS @ -1 16" O.C. TO SIDE &TOP NAILER 2x W/ (2) 16d TOENAILS EACH END TYP. 2x4 SPF CONTINUOUS BLOCKING — ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE SEE ELEVATION FOR ROUND/ SQUARE TRANSOM CMU I BOX HEADER W/ (2) A35 EACH END 7' 0" MAX WINDOW OR DOOR OPN'G N.T.S OP SPLICE 3JC/ OUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF i EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATINO TO BE FLUSH WITH BLOCK FACE SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO , BLOCK EDGE I I , STUD ANCHORING: STUD TO TOP PLATE: I SIMPSON SP4 I t 2X4SPF AT 16" O.C. STUD TO SOT PLATE: I SIMPSON SP4 . i� 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL ✓F21 KNEEWALL Ca) ENTRY FRONT WALL 3/4"=I I I 2 X 4 #2 SPF KNEEWALL WITH — STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDE FROM TOP OF WALL TO BOTTOM OF BEAM, ATTACHED PER NAILING SCHEDULE. SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO I BLOCK EDGE I I I I I INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC , AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SEE PLAN FOR I BEAM SIZE , ?� BUILDER FRAME u u I RADIUS AS REQUIRED II II I I I 2x BUILD -OUT BEYOND IF38 KNEEWALL @ ENTRY FRONT WALL N.T. 12d NAILS @ 3" O.C. WOOD BEAM SEE PLAN FOR SIZE SIMPSON HUC410 OR (2) HUC210 n TO BUILT-UP COLUMN �1 I SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR4x4 W/ (2)-10d NAILS @ 8" O.C: EACH PLY ' ^ (SHOWN AS 4 x 4) I I I (2) SIMPSON HETA20's. w/(12)-16d EA. TO COL. -ice `ci ALT: (2) MSTAM36 STRAPS /BOTTOM SPLICE TYPICAL BLOCK ',4 CENTERED W/ (13)-IDd NAILS / OVER STUD WALL '` Ea TO COL. TIE BEAM ✓F17 TOP PLATE SPLICE DETAIL 3/4"=J * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 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) 3 9 SEE PLAN FOR WILL 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — HGT. TOP AND BOTTOM * WHEN STUD LENGTH 15 LESS THAN 12" USE LS-FA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP Sod NAILS @ —� 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - CMU WF39 TRANSOM DETAIL AT ENTRY 111 " '-o" qOF * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE ;EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR Zx 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 HTT4 W/ (18) 16d NAILS & A 518" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN �1w:1.��lrcn= WFO9 WALL HEADER DETAIL N.T.S. EXT. OUT BEAM TO SUPPORT •---------------^ SIMPSON HUC410 TRUSSES IF SPECIFIED ON PLAN -_-_----,----; I--- BUCKET SEE ROOF , PLAN FOR MORE INFO ; , I SEE ROOF PLAN ' FOR BEAM SIZE I & CONNECTION INFO I I , ' SEE FLOOR PLAN FOR COLUMN SIZE & "----- -- -- - BASE CONNECTION INFO - 0 PT I O N A OPTION I O N B 1/2" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SCALE: 11/2" = 1'-0" A�A SEE PLAN FOR .TOP OF BEAM SEE ROOF PLAN - jI _ =' TOR BEAM SIZE & _--f'l;�l •• SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 0, EE FOUNDATION PLAN FOR MORE INFO I -- d1 COMMON BEAM ATTACHMENT I N.T.S. D04 BEAM @ RAISED ENTRY MASONRY WALL TN.T.' 12 SEE ELEV. (TYP) PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE "x4" STUDS @ 16" O/C r—CRICKET AS REQUIRED SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS === EXPOSED TO INFERIOR SPACE) - - SIMPSON SP1 @ EA. STUD 2"x P.T. PLATE - MAIN SPAN ROOF TRUSS 1/2".X8" "J" BOLT @ 24" O/C MAX UPLIFT CONNECTOR 8" x 8" x 16" K.O. (SEE SCHEDULE) BLOCK W/ 1 #5 CONT. CMU WALL WF42 I KNEEWALL ABOVE MASONRY WALL 3/4'- v 15P °- N " 8ac gi` W o aro QO 4* 8gNm sA �'CiIi Z g u OU to �y§11(9 22FW O U = m c WW11'.FDSENG COM ❑ ❑ 0 Z r� — O o Z N d Z Q a m ti z^ N m p Y 0 Ln ° ti �' I � W v O ® DAMS MQMES 111� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: 0 I� a) ci Lij O C � ° 0 0)M M N m a T a 3 3 2 LO 1 p J L.L.I Z) JmC%)( VI Model Name / Number: 3000 Plan Issue Date: Monday, December 13, 2021 TV PROJECT NUMBER: 21-10555 Sheet: 3 Of: TYPICAL WALL DETAILS TO BE LESS THAN ' OR EQUAL TD 450 MINIMUM 2'x4" CROSS BRACING (SEE PLAN FOR , I 00 II LOCATION) I (3) 12d PER JOINT W III IAI VA CONTINUOUS BOTTOM CHORD BRACING 2'X4" MIN. 301 TYPICAL CROSS BRACING DETAIL N.T. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D JACK TO PREVENT SHEATHING RUSSE SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2)12D NAILS SHEATHING AT 12" O.C. MAX SEE PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT- A -A rHIP G.T y�reloM&TE TO BLOCKING TRUCTURAL SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. HIP TRUSS 303 HIP / RIDGE BLOCKING DETAIL N.T. *DIAGONAL SPACED AT 20'-0" D.C.. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING , CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SYP w/(3)12d @ EACH TRUSS WEB TB02 TYPICAL CROSS BRACING DETAIL N.T s. * SPACED AT 10'-0' MAX SYP TRUSS BRACING 304 TRUSS BRACING OVERLAP DETAIL (TYP) N.T. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/1P1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND 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. FULLBUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 6 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TOM SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,88) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDI71ONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. & ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS - VERTICAL SCAB W/ (4)12d TOP OR HCLR/LL IN I REQUIRED 0 RA PRE -ENO. TRUSS l ' 2X46lACKING BETWEEN � TRUSSES W/ (2) 12d NAILS 0 EACH END, CONT. EACH BAY STRUCTURAL SHEATHING SEE PLAN FOR CONNECTION f J B 2X4 P.T. BLOCKING BETWEEN `f TRUSSES W/ 12)-12d NAILS 0 EACH END WALL BELOW (SEE PLANS FOR TYPE) — — TYP. WOOD TRUSS BI OCKING @ RAISED HEEL DETF' L SEE SECI11 aB SEE PUN 3 TO 4 TRUSS F2x4 AS SHOWN SPACFC ALTERNATE 1 PROW rl - I Nola OUBIE TOP PLA '� SECTION B-B 2x STUD WALL SEE PLAN CONY. FRAMED RIDGE MAY BE NAILED w/ MIN, (4)12d WHEN IT LAN DEL NEXT TO PRE-ENG. TRUSS M BLKING. NAILED 0 EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED W/ (2) M7912-S J NAILS TRUSS E TOP PLATE VERTICAL SCAB 2X6 42 SPF 48" O.C. W/ (4)12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4)12d REQUIRED @ RAFTERS GREATER THAN S'-0" COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPTIONAL) 2X4 SPF W/ (2) OX3.1/2' WOOD SCREW EACH TRUSS OR HS 0 48" O.C. PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL ODD 2XS $2 SYP RIDGE BEAM AT 8'-0" TRUSS MAX 2x6 RAFTERS 0 2 O"O.C. MAX. w/ (3)12d COMMON TOENAILS TO RIDGE BEAM 2x4 RAFTERS FOR SPANS LESS THAN GONG. MASONRY 4 FT 0 2'.W O.C. MAX W / (3)1DD STEEL OR WOOD T & B CHORDD COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T. MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2)160 NAILS EA. END. SEE (RSH) SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP (MIN. FIRST 4 BAYS) BLWG @ 16" O.C. 8d NAILS 0 4" 0.0. IF > 9" CONT. 2X4 #2 SYP W/ (2) SOD X 0.131 @ 8" O.C. EA. SIDE WALL AND ROOF SHEATHING, SEETBi3 FOR SPECIFICATIONS 2x4 SYP L BRACE FOR 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. APPROX. 8" FROM RIDGE/ THEN &] A H F�NDI & @ 2x6 SYP L BRACE FOR GABLES 6'-0" AND TALLER. CROS ING AT 45 ANGLE. ATTACH L BRACE w/ (NOT REQ'D WHEN GABLE IS 4'-1" OR SHORTER) FASTEN (1) SIMPSON HGA10 12d NAILS 0 4" O.C. CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROM GABLE TRUSS PLATE w/ 10d @ 3" O.C. TRUSS BAYS (SPAN) NAILED BRACE TOSILL w/ 3-12d TO CHORD (MIN &GONAL K/PLATE NAIL GABLE TRUSS 1ST 4 BAYS) TO TOP PLATE w/ DO led NAILS 0 4" O.C. 2x4 SYP OR SPF BLOCKING — 2x8 KT. PLATE 4 BAYS 1/2"x8' ANCHOR BOLT AT 48" O.C. MIN. BETWEEN TRUSSES @ 48" KNOCK OUT COURSE O.C. MAX. FASTEN TO EA. TRUSS w/ 342d NAILS EA. MASONRY WALL END NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE FOR ATTACHMENT ``��SIMPSON TRUSS w/ 2.12d AND 1 ��` JACK TRUSSES, SEE H8w/ 10-10dx11/2" NAILS rPN FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 81/4"xi 1/2" SIDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BELOW, SEE PLAN. 10d x 1 1/2" NAILS @ WOOD FRAMED WALL @ DUTCH GABLE GE01 GABLE END BRACING N.T.S. SIMPSON HS W/ 10-10d x 1 1/2" 2X8 SYP CHORD BRACE W/ 12d NAILS @ 8" O.C. CONTINUOUS 2X6/2x4 SYP STRONG -BACK W/ 12d NAILS @ 8" O.C. 'l 2X4 TRUSS CHORD (GABLE END) 2X6 SYP (2)LSTA18 w/5.10d x 1 1/2" TO STRONGBACK & 8-10d x 1 1/2" TO "T" BRACE EACH "T" BRACE (2x4 SPF) SEE GABLE BRACING DETAIL E04 "T" BRACE CONNECTION @ GABLE END W/ VOLUME CEILING 3/4"=1 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS— \ 2X4 SPF BLOCKING \ \ BETWEEN TRUSSES \ \ @ 48" O.C. MAX. \ \ \ 2x4 SPF BRACE \ @ 48' O.C. - NAIL w/(4) \ \ 12d AT EACH END & \ \ \ \ ALTERNATE DIRECTION TRUSSES SEE PLAN SIMPSON A34 OR (USP MP4) @ IN \ \ / / 2•-O" ON CENTER 2X4 SPF BLOCKING \ /\ / Y V BETWEEN TRUSSES \ / \ @ 24" O.C. MAX.w/ (3)12d EA. END (TYP.) 1/2" SPACE —� SEE PLAN FOR MORE SHEATF INFORMATION 2x4 S.Y.P. 016" O.C. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. SEE ATTACH ENTS DOLE FOR SHEATHING ATTACHMENTS , 2X4 #2 SYP BLK'G 016" . W/ (2) 16D NAILS EA. END. SEE [RSH) SCHEDULE FOR SHEATHING ''. ATTACHMENTS (MIN: FIRST 4 SAYS) i, N` , , , i , 2x4 SPFCROSSBRACE I 048"O.C.- NAIL w/ , (3)12d AT EACH END & AT CROSSING AT 45"t ANGLE , , , CONTINUOUS 2X4 SPF SPANNING (4) TRUSS BAYS (8 Fr) NAILED TO 2x4 BLOCKING 0 4" O.C. w/12d & (3) 12d TO CHORD 2X4 SPF BLOCKING } BETWEEN TRUSSES @ 48" O.C. MAX W/ 3-12D NAILS EA. END MAX 9" UNSUPPORTED IF> 9" 2X4 #2 SYP BLK'G @ 16" O.C. IF> 9" CONT. 2X4 #2 SYP W/ (2) / ' 10D X 0.131 @ 8" O.C. EA. SIDE 2X6 BRACE NAILED IMPSON MTS12 0 TO SIDE OF GABLE LOOKOUT RAFTERS TRUSS WEBS Orr;° IF APPLICABLE W/ 12d NAILS '° @ 4" O,C.WHEN f—STRUCT SHEATHING �`, GREATER T AN T-O" �° 7/16" MIN. THK. - ,' NAIL W/8d COM. @ 3' O.C. EDGES & 6" O.C. HELD ,I N-TRUSSES `, I , 10d 04" O.C. ` GABLE TRUSS ` NAIL TOP OF "T" TO GABLE TRUSS w/2-12d & (1) SIMPSON MTS12 W/ 14-10d x 1 112" NAILDEADWOODTO NAIL TRUSS BOTTOM TOP PLATE w/16d @ _ CHORD TO 2X4 DEAD- 4" O.C. WOOD w/16d @ 4-O.C. —� BAYS SIMPSON LSTA30 W/ 14-10d 048" O.C. FRAME WALL OR BEAM BELOW SEE PLAN GE05 GABLE END BRACING -FRAME WALL N.r.s. 2x8 SYP BRACE NAILED SEE (RSH) SCHEDULE TO EACH SIDE OF GABLE 9" UNSUPPORTED FOR SHEATHING TRUSS CHORDS 3'-4" IN IF 9" 2X4 #2 SYP ATTACHMENTS USING SOd NAILS@ 4^ p,C BLK'G @ 16" O.C. 2X4 42 SYP BLK'G @ 16" O.C. W/ (2)16D NAILS EA. END. SEE [RSHI SCHEDULE FOR SHEATHING ` ATTACHMENTS. (MIN. FIRST 4 BAYS) ' `.� IF> 9" CONT. 2X4 #2 SYP W/ (2) 10D X OA31 @ 8" O.C. EA. SIDE 2x4 SPFCROSS-BRACE NI, '�' @ 48" O.C. - NAIL w/3- I `, N` '' ,'��' N I STRUCT. SHEATHING 12d AT EACH END & AT I `, N TRUSSES `. I' 7/16" MIN. THK. - CROSSING AT 4501 ANGLE , NAIL COM. @ /8d 3" O.C. EDGES & 6" ' '• O.C. FIELD CONTINUOUS 2X4 SPF N` SPANNING (4) TRUSSIN--- - `I BAYS (S FT) NAILED TO , ,' �` y GABLE TRUSS 2x4 BLKING @ 4" O.C. , w/12d & 2-12d TO CHORD 2X4 SPF BLOCKING BETWEEN TRUSSES I @ 48" O.C. MAX W/ I I• ' S4 3.12D NAILS EA. END -- I SEE DETAIL NAIL GABLE TRUSS TO PLATE w/16d @ 4" O.C. ' TOENAIL EA. 2X8 LEG TO PLATE w/ ' 1/2" x 8" A.B. 3.12d & SIMPSON @ q8" O.C. MIN. HGA10 w/(8)1/4-1 x 11/2" SIDS OR 41 EQUAL •s.". KNOCK OUT 2x6 PT —I COURSE PLATE 4 BAYS E03 I GABLE END BRACING W/ VOLUME CEILING SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS 2X4 SPF BLOCKING 0 48- O.C. MAX.w/ (3)12d END NAILS EACH END 1/2" GAP (4)12d NAILS EA. END , , 2X4 BRACE@ 4'-0" ON CENTER--►,' ,'' , , TRUSSES , , EXTERIOR N,,_SIMPSON HGMA10 @ 4'-0" O.C. MAX. INTERIOR 8"C.M.U. SEE PLAN FOR REINF. T614 I NON -BEARING EXTERIOR CMU WALL N.r.s. F m 0A8 � �m �N�� a3a �CI13 8'a�ago 0_y�ys N ti y W N 2; u g?N Y 10�0 0" u a whWI.RJSLNG.COM w z z_ S 0 z N z S Q N a A Z N nj JmJ N LL M in M 0 w f YZLn C U — CC04 ION U IR c- S Yp Q N O CO DAMS H( �rrw�r�w� FLORIDA CONTRACTORS LICENSE N( 3000 GULFBREEZE PA GULFBREEZE, FLORIDI DIVISION LOCATION PORT ST. LUC F `Job Information: uj O Z M / P L . z 0 j LL.I J CO (n Model Name / Number: 3000 • I Plan Issue Date: Monday, December 1. KA PROJECT NUMBER: 21-10551 Sheet:S_4 ROOF FRAP AND BRACING THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/41' EMBEDMENT INTO THE MASONRY JAMBS. Line valley by centewng 1,19Ca: Rake ' Ertel Sam T" III to use in NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 3/a" MIN HEADS- 5 PER SHINGLE. OV50or k�4aa 'OWee mdCorrrae coo oo - . „ 661, fin 3 3" 3" fin „ ry„ 3° ••"------------ vaneV cemen m - 6" 6° 6" 3" 6" 6 J _ 3n _ 6° SHINGLE INSTALLATION GUIDE SPACE EVENLY SPACE EVENLY ROOF CRICKET. MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPUED ALL LEVEL VALLEY TEXTURED, PAINTED SERINO FLASHING EXTER. WALL FINISH AND EXTENDING A LOCATIONS) MINIMUM OF 6"ABOVE — — _ — — B" X 6' H GALV. VERTICAL 0.1SE OF FLASHING VER7ICAL WALL FLASHING GONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT - - - - - ROOF SHINGLES `� 6" X 6' H GALV. - FLASHING CONT. 61, 6„ 61rtj 61, 611 6" .,,, _. 0u -.. _.. I FLASHING DETAILS 3 E 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE �„ en 3" �.. �.. 3" 3" 3 " 3" III _ - III E I 3,1 31, 3" 3 6 6' 6„ DOUBLE DOOR W/ SIDE-ITES 1. 6' ;PACE .VENLY i" E SINGLE DOOR W/ SIDELITES DOUBLE DOOR 3„ SPACE EVENLY NOTE: THIS DETAIL IS REQUIRED \ FLASHING I AT ALL VERTICAL WALL INTERSECTIONS \ WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS • 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS • 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS "�' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW 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 LOCATION OF BARRIER TO BE 1'-Oaf IN FRONT OF MECH. OR APP. WHEN REQUIRED ax 11/2"MxN EMBEDMENT 2}� WOOD FRAME JY OTHERS 49 WOOD SCREW _ 4" DIA. CONCRETE i FILLED PVC. PIPE. SHEATHrNG CAUL.! BET EEN FIN &SHEATHBNG 1 \ TOP OF SLAB EXFzNis�H 3/4" ba `'' - QV rTR`iJC6C 00 Z I Ill II ° I I'. IIL' O z I ' q t� 16" MIN. DIAMETER � ! I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. CAULK BY OTHERS O.A. w1NDOWf HEIGHT" EXTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R9053.8.5 IXiW EDGE PROVIDE DRIP EDGE AT EAVES MU GABLES OF SHINGLE AOOFS. ONEII TO BE A MINIMUM of An (7&m). SAVE DRIP EDGES ShALI EXPEND Wn BELOW SHEATHING AND EXTEND BACK ON THE Maximum Fastener 5'1 (Iambs, Head and Sill) 1 Mounting ' I r af[enor — Fixed L i view VAntbn I of ----- 8" 1 Wall Framing: X^26pruce/PineJf it Or Beaer , Silicone 1Q/2" N10xcrew \ S Minimum Penetration Glenng beads C ross Section View 4 Mnimum % silicone Ekerior Sheaming Sept Measure mbe acrATPUNpred VkV e the dperdty"3/8"toll2"larger Nan the window ON Mtlt vatlrNry and haftontaAy. " You may wish N pre-0dN tl1e instalWtgn Mies in the fin M this time. USAWd yAe 1Ka'esM MOUllarld Ma as areApr mssvn Step 2 Apply a generous bead W silkone to the backside of the mgmtlrg fin, Use enough saimne to sulAderNy fill all watls between the fin old the wall sheathing. Step 3 IrSM Ne window into the opening from the mrtside. The wlndpw, B IaGded "hide and'au[stle", but rf Nese labels have been removed, the 9WEIn9 bead should always be to the Inside of the building, Step 4 Install sMms Under the sill, adjusting Nam untll the uNt's plumb M the WeMng, Sums should be U'smNN older the sill every 2 feet I Step 6 IYBidO BIe rernamirg tasten&S Ina' Increments from the Collier strews to the Cenfer Of each firms member. Usecere nos to OVN- I tighten the screws ad pull them through the fin. Also, make sure the wevrs go in sbalgM and do hot muse the Name to Mw. Wall fanng should be a mlMmOm Of *2 SpryeeJpipefiRr. 13 Step 8 if desired, a foam Insulation tml be applied ro the interior gp between the window aM wall Naming. If applied, tlusmusf be the NON EXPANDING TYPE FOAM. Shop 9 Sllrce Nese willows are typiraNy Iliad M moms with high maaWre, le; bathrooms, it is recommended that the IMena gap between the window and wall framilg also be sealed with sNkom ad tode0 so as not to intw/ere with the MsmNaticn of wallboard, the or bim. Step ID Once all construptbn Is Nmpkta, renwve the bubble wrap from the imlde and out9de of the window. If necessary, clean the Mocks with mild detergent and warm water usilg a soft daN. Failure to follow these procedures will void any and all warranties.J- SEE COVER SHEET FOR WIND RIIES51-111F AND EXPOS� GENERAL NOTE: 2- SEE ELEVATION Sir I�E�,Fpfj ® n� b i tta I Affidavit 3- SEE TITLE BLOCK �1p �j�j Building Address: Contractor: S€ESuTR116TURA1 SHEETS FOR ANY STRUCTURAL INFORMATION FROM EDGE AND 4" D.C. TYPICAL MAX, Product Pressures Manufacture Method Model # ~"Q1'""'C"` Approval # Roofing: DADE IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 1st Choice COUNTY APP. NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS:DADE Florida Metal FLAMO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2. COUNTY APP. Products, Inc. "OffrldCevent" " ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 PANEL WALLS: ALLOWABLE NEC. 7" SHAKES THE TAPCO GROUP INSTALL PER MANUFACTURE INSTRUCTIONS FL20403.4 HUBER ENGINEERED ZIP SYSTEM INSTALL PER MANUFACTURE INSTRUCTIONS FL17146 R7 WOODS, HOMEGUARD BUILDING HOMEGUARD INSTALL PER MANUFACTURE INSTRUCTIONS CCRR-1092 Overhead Garage Doors: PRODUCTS, LITE SERIES 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "J" BOLTS FL16546.8 2nd Choice +30.0/-32.0 CLOPAY 8 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 TAPCONS MIN. 4" FROM TOP &BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.12 +67.0/-87.0 THERMA TRULORP. SOLID FL20461.1 FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP &BOTTOM OF INTERSECTIONS AND MIN. 16" 0,0, 2nd Choice pLAST PRO ALL ONE FL15215.2 THEREAFTER. (TYPICAL ALL 4 SIDES) Sidelights THERMA TRU FL20461.2 PLAT PRO FL15215.2 Sliding Doors: Choice MI WINDOWS &DORS O SE FL15332.4 mES1st reinforced n MI WINDOWS &DOORS SERIES 440 SGC`]� Alum. reinforced FL15332.12 Windows: 1st Choice +40 -50 / MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 Single Hung (fin) ANCHOR WITH MIN, 11FI" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) �SUFFICIENTPROVIDEBUCK OR INSTALLATION THROUGH2x BUCKUE #S WOO SCREWOF FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS SUFFIENT LENGTH TO ACHIEVE 1'/"INCH MINIMUM EMBEDMENT FL17676.2 Single Hung (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame Mullions: M•1926 Vertical FOR ATTACHING Ml WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1'/n N1-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Ito EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 RE WITH MIN 1'k" EMBED TO ALL FACTORY DESIGNATIONS tp- WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOOED 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 Staple 10" on center In direction of length FL16503.4 RS Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl I s Oles solid 144 vented -145 FL12194.2 Hurricane Panels: 1st Choice Dade County App. ALL AMERICAN SHUTTER &GLASS Storm Panels 24 G. STORM PANELS FL162M3 2, I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: fi0 O (Sm lL LL lJL +€ Q. a l9�sm� � o e W��m m � d � ° ¢ � w wvrA.FpsENdcoM z o � z � � -- Q z t' N m TM OW � tidm I c L/1 12.• W a -y i�• Q N C oD il� r ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION VOCATION: PORT ST. LUCIE 0 Job Information: � m c � 1�1Jy 0 U m In °' ss O M�ry� /W/� O J W y J � tX) LL ® Model Name /Number: 3000 KPlan Issue Date: Monday, December 13, 2021 t ROJECT NUMBER: 21-1,0555 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) I MECHANICALLY FASTEN As FOLD UP WEATHER FLASHING REQUIREMENTS NECESSARY IN CORNERS TH)IOIG RESISTIVE BARRIER & WEATHER RESISTIVE THESEDLTAILSAREGENERICANDMEANTTOSHOW SELF -ADHERED FLASHING .. ` TEMPORARILYSECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING TO BE USED, R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall /_ WEATHER envelope shall include flashing as described in Section R703..t, / RESisrnVE WINDOW UNIT BARRIER WOOD FRAME CONSTR. SLOPE R703.1.1 Water resistance. The exterior wall envelope shall ba designed and constructed in a manner that prevents the TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING 3/4" •1"BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF -ADHERED FLASHING accumulation of water within the wall assembly by providing n water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water thalt penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) WALL BY 6IN. UP JAMB V. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall he applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. where EATHER RESISITIVE SELF -ADHERED FLASHING ZZ /�' EXTERIOR /CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. joints occur, Celt shall be lapped not lass than 8 inches. Other approved materials shall be installed in accordance with the water-reslstive barrier manufacturer's Installation Instructions- The NoAS asphalt felt or other approved water -resistive BARRIER SEAL TOPS OF JOISTS ( PER FBC-R (CURRENT EDITION) 7U3.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described H Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) 11 SELF -ADHERED FLASHING R703,7.3 Water -resistive barriers Water -resistive barriers shawl be installed al, required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least HEAD FLASHING TIE-IN INSTRU WIRE LATH DetaiI Instructions equivalent to two layers of Grade D paper. The individual layers shall be Installed Independently such that each layer provides a separate continuous plane and any flashing (Installed in accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secu resistive barrier above header to allow for flashing installation RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers, 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list Of Instructions below: Exception: Where the water -resistive baffler that is applied over wood -based sheathing has a water resistance equal to or resistive barrier 3. Fold weather resistive battler back over head flashing and t PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps greater than that of 80-me ute Grade D paper and is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage space. seal with tape 2 2 A 120 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring Cuts R703.4 Flashing. Approved metal flashing, vinyl flashing, self -,adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW i W PO SELF -ADHERED FLASHING EWP ®2 SELF -ADHERED FLASHING W P() 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER i EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Selfadbered membranoo used as flashing shall comply with adhere to substrate using a square piece of flashing material (6" x 6" AAMA 711, All exterior fenestration products shall be sealed at the juncture xith the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant Fluid -applied membranes used as flashing in EXTERIOR SHEATHING -� 3!4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the trurface of the exterior wall finish. Approved ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit flashings shall be installed at the following locations: REFER TO TECHNICAL LETTER ON CHEMICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPO1) tight to Comer g 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the '• ;: � - N, ,-'" COMPATIBILITY SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically -, K.D, 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: SELF -ADHERED FLASHING r SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �-o r ( BEFORE FOLDING, SCORE HELEnsE PAPER TO SHOWN) noHEslvEAssHowW 1.1 The fenestration manufacturer's installation and flashinginstructions, or forapplications not addressed in the VERTICALLY FROM BOTTOM fenestration manufacturer's Instructions, In accordance ith the flashing manufacturer's Instructions. Where flashing E THRESHOLD L instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. a ' MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings flashing incorporate flashing otOo�i SECTION NECESSARY IN CORNERS THROUGH using pan shall or protection p -A SEE DETAIL WP02 ( ) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the lashing design or method of a registered design professional mT SELF -ADHERED FLASHING OO /�-� %, \ 1.3 In accordance with other approved methods. 1.4 accordance with FMA/AAMA 100, FMA/ AAMA OtM, FMA/WDMA 250, FMA/AAMA/ O W WDMA 300 FMA/AAMA/WDMA 400. 2 or 2 SELF -ADHERED FLASHING ( 5 2. At the intersection of chimneys or other masonry eonstn,etion with Name or stucco walls, with NAILING FLANGE projecting lips on both sides under stucco copings. p ( 4 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING ( 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all wood trim. BOTTOM NAILING 8 l 2 projecting v co O FLANGE (SEE DETAIL WP07) (7 a 6. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame Construction. 6. At wall and roof intersections. c C a s_ a o W `; Lo r W SELF -ADHERED FLASHING W P®�� SELF -ADHERED FLASHING=WPO SELF-ADHERED FLASHING `n'p/�C 0 HALF ROUND WINDOW V V EXTERIOR DOOR WITH DECK INSIDE CORNER V V I- V 7. At built -In gutters. pm P� i a 6r � A$9! fAm�ian a , y SELF ADHERED FLASHING DECK PROTECTOR '" '`: e .� - +"� m in a Kay" r v .i 9 Z= N 1 �. O 2 r 3 SHEATHING Cement 1111 § 2� m m Ln a in 7/8 C P " Cement faster a'p B'E - . •- 19 ¢ a = accordance ASTMC926 in accordance with ASTMC926 s� s e 9 a o� 2 Ln O m --- SELF -ADHERED .. . s. A W El ❑ El FLASHING PATCH Felt backed metal lathe in accordance backed metal lathe in accordance vAwv foss G.coN U SELF -ADHERED FLASHING y with ASTMC1063 with ASTMC1063 z M \ DECK PROTECTOR r'' r - z o \a r `° Building Paper Building Paper Y z _; `,z� ; %; 7/16" O.S.B. {.; �. 7/16" O.S.B. it I ;� I/ DOUBLE r r ar // , sheathing ' ' • sheathing _ SINGLE t 1' r - JOIST r t +# JOIST SELF -ADHERED FLASHING *^ ;'-`' '�''^•; "- 'k''`,'" d - `° '" '` ' Metal �' Flashing _ Kee to e p p dge of wee Screed .. - .: P cv Lr1 O ro (� )Q1 - LL SELF -ADHERED FLASHING 1 ,�. 3 1/2„ . Unperforated 2" below top of block ° M3MIN W E ,� Flange 718' Weep Screed Vulcum4 Caulk bottom �: d� 5 „ `� joint only rLS �m r Metal Flashing U r o BottomMainta) of 3 1!2" Unperforated _ _ d SELF -ADHERED FLASHING % W P O/ SELF -ADHERED FLASHING tQ1 W P ®V APPLYA LIQUID FLASHING TO THE MASONRY OPENING ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, HEAD JAMB, SILL IN f ) W P C, Q BEFORE Wee Screed P 1 1/2" t0 2" Flange 7/8" Weep Screed o U W`„ !� o H0.8362x;DECK JOIST OUTSIDE CORNER v V C 00 s INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1!2" Cementltl0U5 Decorative Finish Q `N" d a A DAMS HOMES o • • o, All inside and •�•' - outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT °' , need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster 8 cut and caulked all GULFBREEZE, FLORIDA 32563 BUILDING PAPER in accordance c butt joints need to o, o•, ' DIVISION LOCATION: SLOPE 0.3in: 12.0in SLOPE 0.3 in :12.0 in (0.6cm:30.5cm) SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) with ASTMC926 over wood 2nd floor o.q q'• ' becaulked using Vulcum caulk for all PORT ST. LUCIE . Job Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE . LATH SELF -ADHERED FLASHING F - - - EXTERIOR CEMT. FIN. BUILDING PAPER `/�, WIRE LATH 1/2" Cement "� o SELF -ADHERED FLASHING Plaster Finish •7 m' 1H Block C� w Lo o WIRE LATH 2 1/2" Perforated '' °• > BUILDING PAPER BUILDING PAPER Cement Flange 1/2" Weep e, Screed z s U d' D- Plaster U m n D H�i over block e J LLI 0 EXTERIOR tstfloor 00 (n WINDOW UNIT CEMT. FIN. Slab Install bottom V1 Model Name / Number: .. edge of weep screed 1" below 3000 finish floor Plan Issue Date4 : Monday, December13, 2021 OPTIONAL DETAIL VI KA PROJECT NUMBER: 3 3 Note: s k 21-10555 SELF -ADHERED FLASHING The buildinu paper and metal lath must be insjalled over the top of le WEEP SCREED DETAIL SCALE: NOT TO SCALE 1WP10 SELF-ADHERED FLASHING �/�� y P 1 Sheet: W ot, CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL Y V 1 CEMT. FINISH PARAPET WALL 1)!!_P112 the weep s(Teed. WATER PROOF DETAILS 5" bath duct to roof cap w/ standard 70 cfm both fan LANAI F!'COLING DBL 25 uH DBL 25 SH ei 2868 2ft 7 LAUNDRY: ROOM NQQ, -----.lOx6 1wcd 140 dryer wall cap. 1OX6 1wcd E' MIL Y ROOM 90 ---- 16 25 y— 6" 8x4 1wc 1 12x6 1 wcd 2x6 lwcd 135 135 7" TEMP. SWED at'l."Mrow - -15-11- 11F�, ibs}k `20 x6 f1cd W,LQ #jrI Q 4' 'mil ------------------- ---- -- - --- ---- 120 OW I'S iTE 01 Lim 120 OW IS 11T 148 1 wcd 8" 12" L--- --------------- ------------------ 1 18 rag 8X18 rag 28wt Kff0jdFR12x6 1w(I 170 2" 1 Ox6 1 wad 55 6" Ev CrIUNG II ............ RAN Ell kICOD1Ox6 2EI N - 1wcd 24 18 rag -RQM CA-HEURAL CEILING 40 6T 91, 30x18 fb ag 10x10 rag 16'. ------------- it 6 2'-G' 4' --------------- PULL DN. STAIRS LOCATE IN FEW 27 3.12" X 5W MIN ------------------- k—r2pM AG a• —, ------ r ---------------- ----------------------------- 4-.YTONVV/6KW @240V IPH 18x16 plen platform by b1dr scalp-- 1 CID 16 X 7 01&q H CAC DW, R, 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 14x8 1 wcd FOYER 190 1a7CEILING VINQ ROQKM4 10'CFIIJNG L 3068 Wjf 1.) 12' S.L. AO% ENTRY 10, CLG DBL 25 SH AREA CALCULATIONS iSt FLOOR 3000 S.F. TOTAL LMNO (AC) 3000 S.F. GARAGE COVERED ENTRY 448 S.F. 30 S.F. TOTAL AREA UNDER ROOF 3478 S.F. tat FLOOR GARAGE COVERED ENTRY PATIO 3000 S.F. 448 S.F. 30 S.F. 210 S.F. TOTAL SLAB AREA 3688 S.F. 5 )2 both duct to roof cap w/ standard 70 cfm both fan —light 5 P) bath duct to roof cap w/ standard 70 cfm both fan VERIFY LOCATION W! aull.DER 25 wcd d I I TV 15 TH 3 IF 42X42 A/C SLAB 10 BY BLDR MIN ... ... .. It v 2' FROM WALL 7' 2L 14x8 1wcd 12x6 1 wcd 2x1 rag,135 125 3 CMING &CEMN(I fist 1-15 SH License #D/C1249777 - LOOR PLAN -------------- Rating RIZ CID 0 < E ii O O Q�N C) < ZT CID Z 0- 0 LU LLj LLJ LLJ 0 0 LLJ Li (10 < < = 3: C\,] (D a_ < Z) Z 0 C/) IYi LU > Z 0 < M 1 0 D m d- -1 (7) c) r) Must have a minimum clearance of 4 inches around the air handler per the State Enerav code. All duct has an r-6 in,-ulctlon value.