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Home My WebLink AboutBuilding PlanTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL. DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SLIT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, -. BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL. TOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, NFPA 7417, NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED COMPLETE TREATMENT FOR THE PREVENTION. OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 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/ A1054M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (f'm = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27014A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR FJOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, g, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLER702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.72. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE R703.7.3 WATER -RESISTIVE BARRIERS. TOP CHORD LL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.E. #2. TOP CHORD OIL 7 7 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 1 37 45 55 BOTTOM CHORD LL (OPT) 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ATTICS W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 EXTERIOR THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F.V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, GENERAL FLOOR LOADING R703.4 FLASHING. WALL SHEATHING: 7/16" STRUCTURAL 1 OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 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 15Fr, AND FOR 2 STORY HOME IS SOFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :9 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 5O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O (+) 24.8 (+) 24.8 50 (-) 27.1 (-) 31.1 Q (+) 23.4 (+) 23.4 100 (25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7' 0" 16'-O" 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 W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC i -'art T m W ggr FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 1O (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUIDAPPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL O (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES - 8��1 - ,. �& w a AF"�I SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) fi v5 w IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE x s g e a ¢ 3 BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER " x - s d� o SELF RED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLANLH PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE. LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING CARE AND MAINTENANCE S m � 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. m o O J m � � m C1281 AAMA 81.2, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF COMMMENTS: YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER/HOlv1 WNER ARE NECESSARY g- r m a a k MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BE TO CHECK WINDOWS AND g I 2 a J vovi TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, BALCONIES OVER 100 SQ:FT 100 (PSF) DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 PSF FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3- 5 YEARS s ga W lfl APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. TO PROTECT THE COATINGS, THE DESIGNER AND ENGINEER AI RECORD ARE NOT � www.Foservc.com • EXTERIOR WINDOW/DOOR OPENINGS. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT HALL B METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR in READING ROOMS 60 (PSF) O 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BYTHE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER 'ITuga Z m • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 1.50 (PSF) MAINTENANCE. RoawT,p�a epn7 •aS zz O • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @HAND RAILS (d) 200 (PSF) O6uglltu�ad. z w AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF)Z�ZIY{Y CONSTRUCTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF)` L Q • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) CDA�3D3 a '� STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG Q) y TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. - f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A �_ w a NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OFTHESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. m l l 2 V 4n C7 w MORE INFO. � c c BUILDER NOTICE: FIELD REPAIR NOTES GENERAL NOTES: U 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the intent of Designer/Engineer listed In the titleblock of these w too :j "'�,,, ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed v PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to ® = e 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 5" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to "„_'^ Ucc 00 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE raMew all the information contained in these documents, prior to a N d dim j INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY B� responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: Undetected and not reported to the Designer / Engineer prior to AL DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. Construction. All construction MUST be in accordance b the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EON) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) "A"x 2iA" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 880 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE E PARKWAY TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GULFBREEZ MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SOS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms. of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. ® Job Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS � DATE DESCRIPTION �03 DAIVISHOMES z A00trK L" u O a) � WCn Of Northwest Florida® > C W cv o J�OCn(n do u VI Model Name / Number: 3000 GENUL BREEZE PARKWAY G"MLFBREEZC9 FLORMA *03256*43' 2265 ® Plan Issue Date: _ Monday, December 6, 2021 C, 0 P Y ® KA PROJECT NUMBER: MODEL 22.65 Sheet: 21-10559 Of. 1 COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(plf) BWl 16" (2) 16d TOENAILS (2) led TOENAILS SPP ND UPLIFr BW2 16" S°2 W/ (6}10d SPi W/ (8}lOd SPF 402 STUD, (6) 10d PLATE STUD, (4)1od PLATE BW3 16„ (2) SP2 W/ (5) 10d 121 SP7 W/ is) 10d SPF 803 STUD 6 16d PLATE STUD, 4 1Od PLATE BW4 16" (2)16d TOENAILS 12)16d TOENAILS SYP NO UPLIFT Up BM SP2 W/ (6}1od SPi W/ (6}10d i6" STUD, 6 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6) 10d SPl W/ (6}lOd BW6 16" STUD 6 10d PLATE STUD, 4 10d PLATE SYP BY8 BW7 12 (2) 16d TOENAILS (2) 16tl TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP3 W/ (6}10d BW8 12" STUD; (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 BW9 12' S7UD, (6)10d P ATE STUD, (4)610d PLATE SPF 1.070 BW10 12" (2) led TOENAILS (2) l6d TOENAILS SYP 0 SP2 W/ (B)-10d SPi W/ M-10d BW11 72" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 585 (2) SP2 W/ (6)10d SP1 W/ (6}lad BW12 12" STUD, IS). 10d PLATE STUD,(4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL SEE P� MASONRY WALL OR ICE WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/93 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/&1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WPO9 CAN MASONRY WALL BEIGNORED. CONNECTION INFO 2x MID SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION --.----"'> - PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32 O.C. W/ 7" INFO R EMBEDMENT OR 1/2" A T . W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN -: REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. - 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"00 SEE GENERAL NOTE#8 BRG WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 42 UNO ON PLAN. 3. CONNECTIONSTO BE INSTALLED TO EACH STUD AS INDICATED 4, SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPl AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR 13ASE CONNECTION TO IGNORED. SEE WFO6/S3r10R 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. 7/18" OSB PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGETO (1) S10E OF WALL 7. ALL 2X EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IFTHE BEARING WALL IS INDICATED WITH THE DWI. DW4, SW7, GW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPUFr. THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2. PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9, SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.149" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFnLb) C1 (3) 2 x 4 #2 SPF 44) - led TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 U2 SPF ANCHOR* & (8) 1/4" % 11/2' 2145 SDS SCREWS _ C3 (3) 2 x 4 SYP #1 OR 14) - Jed TOENAILS Q D2' WEDGE W/ 1/OR* C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U = 2200 SYP POST & (12) - 1 ad NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G - 12000 SYP POST & (12) - 16d NAILS U = 230r) 8 x 8 P.T. #2 ABUSS W/ (2)- 5/W ATR"" G = 24395 C7 SYP POST & (18) - led NAILS U = 2320 PE 3.5 x 3.5 P. L. 1.8E Fb=2400 PSI HDU5.SDS2.5 W/ (14) 1/4' X 2 1/2" SDS WE & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** x 5.25 P.L. HDU5-9DS2.5 W/ (14) 1/4" x a3.5 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E P10-2400 PSI HOU8.SDS2.5 W/ (20) 1/4' x 21/2' SDS WS & 7/8" EPDXY 6970 (WOLANIZED IF EXT.) ANCHOR OR ATR*** C11 5,25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU&SDS2.5 W/ 120)1/4'. x 2 1/2" SDS WE & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU85DS2.5 W/ 120) 1/4" x C12 *;8" EPDXY 7870 WO ANIZED IFSEXT.1 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/&3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8' ATR W EMBEDMENT FOR 7/8' ATR 5. IF LC) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTON IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.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 V8. GUN APPLICATION NAIL DIA: LENGTH NAIL SPACING 8d OA31" X 2 �&' 0.131- X 2'/V SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS Ind OR 12d 0.148" X 3" 0.131" X 3" SEE PUN BLOCKING & TOE 0.148" X 3 Y" 0.131' % 3 U* NAILS & TOP PLATE 12d OA48" X 3 %` 0.131- X 3'A' 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148' X 3" 0.131' X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 18tl 0.162" %3 °fz" a,131° X 3?f" (2)1D(COMMON) SEE PLAN (3) ISED ( 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 LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 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) DEE FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM 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 12 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE, NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMP50N 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). 1 3/4' x 11114" LVL CONNECTION! PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x 3 1/2° SDS WOOD OR (2) SIMPSON HETA16 TO CMU OR (2) SCREWS 0 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) 13/4* x 117/8" LVL 2.OE Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" BOB WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HE7A36 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) 1 3/4' x 16" LVL Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE 12) O2.0E BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS a 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1, VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4' BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 WI 1/2" FLITCH PLATE THIS SHEET H2 (2) _ 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 12" FLITCH PLATE THIS SHEET (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 H4 W/ 1/2" FLITCH PLATE THIS SHEET (2) -1 314- X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X 3 1/2 HS LVL 2.0E Fb=2600 PSI SD3 WD SCREWS @ 16" O.C. TYP. EACH SIDE (2)-1314"X91A ATTACH TOGETHER WI(3)ROWS 1/4"X31/2 H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16. O.C. TYP. EACH SIDE H EADER SUPPORT NO. OF JACKS& STUDS RED. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END V-O" - 3'-11" (1) (2) (1) (2) X-O' - 9'-0" (2) (3) (2) (2) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.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. OP i� Q N 9 S-2 DBL2 BL O5 SLASH OW R'S BEE 8'-0" CLG N to eH G.T.I 13'40" i \I aSOTi - 41'� mil 3X5 SHWR D z H1 W cN E LANAI B 8'-0" CLG m' 00 10'-0" B 1 H4 (2) 3050 SH R/SH 4'-10" BW3 FAMILY ROOM 10'-0" CLG ;,, BW3 6" WALL DROPBOXT 9-0 I ' ' FOYER C5 I C2 ; `v ; 10'-0" CLG AT 10'-0" 0. b 'm' LIVING ROOM j )L _ _ _ _ ' o' - J a ; 2Q H4 wF39 S-3 INVERTED HIP TO 10' Q ; CENI R DOOR N ❑1 ti 0 BETV EN WALL 3068 � ' EGRESS iv COL - - - - - - - - - - -"O - - - iv 2'-10" W/ A.B. RBBR3SA ATTACHMES BW1 1668 HOWER p a M UNIT D M 7-4" 2,$„ �„ " H1 BATH 3 O 3450 SH W-O" CLG 5 Q PrvO TAP ON F E A H2 2868 H4 AO H1 BREAKFAST M 4 10'-0" CLG i» L2868 FLR LINE 36" FLAT BAR TOP ON 34%" WALL 2'-11" 3'-10" 1 3' ------------- ;T ol V r � 1 KITCHEN zz Q 10'-0' CLG V L I i to m x N - 4/0 bP'G - 1 2 4" 8'-0" CLG DROP ' CLG o DINING ROOM 01 10'-0" CLG DRYEF VENT or; THRU I iOOF X ; 3" X 10" MAX L T 35' m CORNER p; PROJECTIONS @ ALL LOC'S o; SHOWN HANSO q BOX @ 36" FF VERIFY WINDOW TYPE WITH ELEVATION (2) -12" SIDELITES TRANSOM ABV. DBL 26 SH MET. T'NLD C q ' CD04 TRANS.ABV S,3 111111[]h�I[71111C11 - p DEL 25 SH 11• O ® �•� I Lli•IlU ❑SEE DET. MS03 ON SHEET S-1. 1 ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED @ 8" O.C. OALT. BASE CONNECTION TO HTT4 (1) SIMPSON DSP EA. SIDE @ ENTRY ONLY S-3 10'0" T 25 SH all " -t 8'0BE.CG 3 -0La I G.T. , W z J [p LL 11'-6" 2468 , BEDR M 2 8'-0" C G 2'-8" S-2 T U A W N O 8'-0" CLG �(�\ UT- L� U 2 8'-0" CLG ro O IA LEL - g d F;= n 2.2668 22 a o 1J L 3 I W.H. X4 N - - - R/SH Li - J il 2868 ---- ---- -- - H1 MS03 (1) SIMPSON HTT4 [31ft13 MS03 S-1 REQUIRED BETWEEN S-1 C2 OPENINGS 5'-5„ 14,-2„ SEE ENERGY FORM FOR WALL INSULATION REQUIREMENTS ATTIC ACCESS LOCATE IN FIELD 22x36" MIN 3 CAR GARAGE v 8'-0" CLG ------------------------- GiT T G.T. ELEV "A" ONLY ' , S-2 ; ; MS12 ; S-2 8 X 7 OVERHEAD DOOR 16 X 7 OVERHEAD DOOR. rem FLOOR PLAN SCALE: 1/4" = 1'-0!' ELEVATIONS "A" & "B" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27,6 / -29.9 © +27.6 / -37.0 © +26.5 / -28.8 +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 VI/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. 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. N 2. 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. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation Shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the to of the all of an operable window opening is located P P pe g 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 L3 listed methods]. S. R308.4.2 All windows within 2'-0" of doors and In shower or tub areas will be safety tempered glass. 6. Calling for exterior entries and covered porches to iv have 7/16". span rated OSB nailed per zone on 10 roof diagram nailing schedule or 5/8" CDX. IX T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) CD shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specifled In sections M1502.4.5.1 through M1502.4.5.3 w 9. 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 1 I:)I:T:l AREA CALCULATIONS 1st FLOOR 2277 S.F. TOTAL LIVING (AC) 2277 S.F. GARAGE 617 S.F. COVERED ENTRY (BASE) 57 S.F. COVERED PATIO/LANAI 186 S.F. TOTAL AREA UNDER ROOF 3137 S.F. m v o g oIC g�mF m r� � w Q 08mm d IL OM W GG6 - iB Mymo� d yA o IS K o ["iJI m Z�� ¢ Qa E K 15 J8�3 F°-S � � WWW.FOaENG.COM ❑ ❑ ❑ U z S- o ZN � Q °3 J y a �i Z rIDt/) VI M v�, LL w a o O U6& c m 6 P0 U a s ix � Q N oua DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: ILL 0 a Z o m aH C LO W c 0) i O L /\ ") a M ao 1 M ) Z H U W DD p(000 Lo � m W U) 00 VI Model Name / Number: 2265 ♦ Plan Issue Date: Monday, December 6, 2021 ♦ KA PROJECT NUMBER: 21-10559 Sheet: ^ Of. FLOOR PLAN (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. REINF. GRADE SEE PLAN aO N tV _I- • • _. .._ 16" (2) #5 REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN — a _ I #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTIO14 IS TO BE USED. S" CURB FOR F.F. VARIES MASONRY 0 ELEV. 0'-0' W/ (1) - #5 13AR CONT. '• ' I REINF. N SEE PLAN BEARING F 1/2"=1'-0" FM02 SECTION @ GARAGE 2 STORY: 20" X 20" W/ 1 3 • #5 CONT. # 5 REBAR 1/2" = V-O" FM03 I THICKENED EDGE 11/2"=1'-0" =ro (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND BEYOND F.O.M. EACH END, TYP. Ak GAR. FIN. PLR. _ 4" 16" 4" ALIGN DRIVE W/ BOTTOM OF (2) #5 REBAR RECESS & PITCH DRIVE oN • 2 STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP W 3) - #5 CONT. I 2 STORY: 20" X 20- JOINTS 10" O.C. TYP. 16 (2) #5 REBAR W (3)- #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2"=1 0" FMI0j INTERIOR BRIG WALL 1/2"=1'-o" —2x ERG. WALL 2 STO20" X . / FORMORTION) �SEE FLOOR AN W 3 - RY: #5 CONT. FOR MORE 16" T � " 4"L245 REBAR FM11 I STEP DOWN BRIG. 1/2" = 1'-0" OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4'x 4"x 18" �,� SEE PLAN ELEV. 0'-0" WITH B" CURB o,y . TYP. SEC. (1) #5 BAR CONT. (G.C. VERIFY) F.F. REINF. (SEE PLAN) i 2 #5 CONT. INSTALL LINING '� w 2 #5 BENT BARS W/ MATERIALS PER y MIN. 25" LAP SPLICE FBC-R P270EI.2 ' ,4r MUDDED FLR. SLOPED TO DRAIN -MIN. #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2"=r'-0" FM18 TYP. STEP FTG. DETAIL 1/2°=1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE 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 N ' FOR EA. HORIZ. REBAR, TYP. U.N.O (2)#5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING yy/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-o" FM23 TYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0'-2'-0" 8" 10. 16" 20" W/ (2) #5 BARS <674# 61-8' >2'-O"-3'-0" 10" 10" 20" 24" W/ (3) #5 BARS 5744 514" >3'-4"-4'-0' 12" 12" 32" 32' W/(4)#5 BARS 845# 4'-0" W/ (5) #5 BARS CONT.' >4'-0"-5-4" 16" 18" 4S" 48" & #5 0 18" O.C.TRANSV. 1162# 2'8' SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL J SEE CHART ABV. -MAX. F.C. " 0 SPACING (0'C.) W.W.M. TO BE TIED TO #5 CONT. REBAR i (1) #5 HORIZ. CONT. TIED TO EA VERTICAL REINF BAR #4 TURN BAR 0 STFM WALLS GREATER THAN 4'-W N (1) #5 HORIZ. CONT. TIED TO " �. •" ° EA. VERTICAL REINF. B u RN GRADE 8" MIN. f TO TOP OF - - " - STRIP FTG. '- P 4 • > s . COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF 3"MN. COVER w I REINF. PER SCHEDULE IS SHOWN) FMASW I STEM WALL SCHEDULE ;,•- ,: ti - NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND NERT. FC. ABV. FDN, #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM E NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO pB CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE "16^ 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 016" c 0.0. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0' 16, h " TALL (TYPICAL ALL CORNERS) o.c 6.IF $TEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R463.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS -SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. e WFILRE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SEQTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS ®`,Ltinlssssoars', 1110 fl7fin 0 vffi°ffi E_ v g5 2 W to m 00 go Ln� N a le N .P Q gws � g aW ON 13 a -9,E&a TadZ 3o igc�1gg cs zhY LL LL o F � m 2'1£` Z" �1 d a k o3fi Z ° J n N" $ r g `151 _ VN*.F09ENG.COM ❑ ❑ ❑ rI Z o Z N ¢ � i _ I Mt/f Z mN w n, � (DO R { w � Ln ro U N E O q ¢ N O w Q W ® DAMS HOM'_:>>• FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE VI Job Information: DO 'n o M M m a Y sG 3 y N ai zF— woe00 Q J W :D LL J Ill (n (n Model Name / Number: 2265 VI Plan Issue Date: Monday, December 6, 2021 KA PROJECT NUMBER: 21-10559 Sheer: w OP. FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,277 x 3 = 6,831 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. = 35,381 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 25,381 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUITLALCULAnm FIRST 10,000 AMPS ®100%b=10,000 + 40% OF 'A" = (.40 x 25,381)=10,152 + 100% OF "B" = (20,000) - 20.G00 TOTAL WATTAGE=40,152 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 mm INSTALL FAN BOX PREWIRE\ INSTALL FAN ' INSTALL FAN BOX PREWIRE BOX PREWIRE / Wp I I �l /I GFI O dt I 1 1 I ' I '- - - - - - - - - -1 ATTIC ELECTRIC - IF REQ'D BY COD / n GFI FOR D/W- LOCATED IN ADJACENT CAB .GxFl . GFI w , C-D�¢-� I A .FAN PtREWIRE ------------------� 1 1 1 1 i I f I 1 1 I I I 1 I 1 I I 1 1 1 I IL J INSTALL FAN BOX PREWIRE 1 I 1 I 1 1 ' ,I II 1 I COACH LIGHT COACH U IT PLACE COLUMN '\ COACH LIGHTS ON WALL BEHIND WHEN CRAFTSMAN ELEV `\ IS USED NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND , T 1\ ° INSTALL FAN BOX PREWIRE 11 1\ \ \(>-�1VSTALL FAN I._.1 BOX PREWIRE INSTALL FAN BOX PREWIRE VERIFY COMP. LOCATION W/ BUILDER WP k GFI OF \ ' I , 0 42" NOTE: LOCATION OF METER AND PANEL BOX ` \ " ATTIC ELECTRIC TO BE BY BUILDER. IF NO GARAGE SEVICE DOOR IS PROVIDED A DISCONNECT SHALL \\, \ IF RLQ _D BY CODE BE ADDED AT METER LOCATION. 42" �FI FOR GARAGE _____ ______ i OR OPENER i_ FOR GARAGE _ _DO__ r— , 1 _ _ , 1 1 I ^ DOOR OPENER 1 1 1 I I I 1 r I ' GFI @ 42" � I ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION FOR TRIM. COACH LIGHT �" - — - — - �- - COACH LIGHT "— - — _ COACH LIGHT EL-ECTRICAL PLAN sCAt F:1/4" =1'-0" 2-3 m 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 SW 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 AFCls (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH .DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36"FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL. BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 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 MCNOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH lJ NJ $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE �� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT h ' L DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET (D.— DOOR BELL ® .SPECIAL SERVICES OUTLET D0 DISPOSAL TV❑ T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER O RECESSED LLIIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM ® L.E.D. DISC LIGHT GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL ONTRACTOR 200 AMP SERVICE � 200 = 210 COPPER OR 4/0 ALU MN. IN 2" CONDUIT ' METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICEBy POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONSAS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. N 0 04 N 0 O m c 0 d �•fi m m v o �mti g Ew` 0 Ai �� 111 c0 Go s 8� -1 Ova � m � � IG�Nr• w w a a� LL Wa ww y 93a fwwll�l QSg�o O IY tR Wwp O a J s�€y n F a HAm d a 6-8 C � O �m�§ m U ? 0 V- NAN4.FD3ENG.COM O '0 z _ Z O 0 N N a — z r In 04 1 w n c � - Ln m w L 0Op � r%A Ra4= unMWc FLORIDA CONTRACTORS UCENSENO.CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 1 Z N m Ln W c O C 0 Ln M w o� n U m m a 3 m 0 Z 00 O J Lu D M W �I� v/ VI Model Name / Number: 2265 VT Plan Issue Date: Monday, December 6, 2021 av KA PROJECT NUMBER: 21-10559 Sheet: 4 Of ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net so inches of venting needed eaually for intake and exhaust TOP OF BLOCK WOWt 0 aD iD RN )P OF BLOCK tb to — FIN. FLR_ 1�6 ME TEXTURED CEMENTITIOUS COATING 1�6 is I OFF RI W E VEV 25 SH LITE TEXTURED CEMENTITIOUS COATING 48" OFF RIDGE VENT 48' OFF RIDGE VENT 3450 SH 2650 SH 2868 LITE TEXTURED CEMENTITIOUS COATING LEFT ELEVATION "A" SCALE: 3/1 Y -Vol' DBL 3050 SH BRG @ ENTRY _ T.O.M. _ W'DOW HEAD HGT 0 op FINISH FLOOR TOP OF BL CK W'DOW H D HGT aD � is FlN. FLR. TOP OF BLOCK W'D HEA[ 0 OD iD FlN.I DBL 25 SH REAR ELEVATION_ SCALE: 1/4" =1'-O" DBL 25 SH 11 6 I TOP OF W_DOW H HGT W b FIN _FLR. 3068 DOOR WITH (2)- 12" SIDELITES & 63" X 16" ARCHTOP FIXED GLASS ABV t \ 6 48. OFF aPIFEKM 48' OFF W WE Von E_ 25 SH 2a SH CK FIBERGLASS SHINGLES T.O.W. 7 "T_OLE,W. 0000 I 0000 E oao0 IE 6/2 SILL 10000 IE DBL 26 SH ARCHTOP 8 X 7 OVERHEAD DOOR Soffitproduct provides 4.12 net so in / sf Ridge vent provides 18.GD net so In/If Off ridge vent provides r 138.00 net in/sf Overhangdistance 1.33 ft S.F. of Area to be vented (SF) ,i*?.„S.f 753 ; netsginches Total needed forexhaustfor upper 1/3 Total needed for intake (soffit area, lower) 753 net sq inches Numberof Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent heeded (can be used in combo with ONV)`� 42 Lineal Feet of Soffit needed to meet required < 137 Lineal S.F. provided by plan LITE TEXTURED CEMENTITIOUS COATING RIGHT ELEVATION "All SCALE: 3/16"=1'-0" I 16 X 7 OVERHEAD DOOR OP OF BLD K ALI W H D HGT 0 w � i° FIN. FLR. r� BRIG. 0 DINING RM. BRG. @ GARAGE I J�yl' "A. 0 ra n a ry E �.Y O yt.. O 2 -gI �m (0 W m 2y a QO �B xJJ� as a BE Do b0�i LL LL LL Oy-�z w I0-NF w a `°a ati� fi LLj Y On i 2="av's z r o mgste ED co o h O Mae g° ❑❑❑ ° �'i�� WWW.FDSENG.COM z J Z Z (N 10 0 J N o_ ri — In Z N DL /1 ro 0 — 'w O C J M h Y00 00 = O^N U CO 004 t s i r%AKu41= ur%MW= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE _V1 Job Information: 0 Z. m c ' e ' E e � o N m M a @ 3 M i Zi V 00 a 0 0 CJLiJ� Z DO o J m (n U) ♦ Model Name / Number: 2265 I ♦ I Plan Issue Date: FLOOR Il 'IF — Monday, December 6, 2021 ® KA PROJECT NUMBER: 2110559 Sheet: ^ Of: FRONT LEVATION "A" SCALE: 1/4' =1'-0" ELEVATIONS - A SEE DE FOR WIND: < 155/C M G.C. TO PR( BLOCKING W/ APA REI FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" c w 2 20'-0" MAX 20'-0" MAX TB03 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 16/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS IPEEDS )H )VIDE "0 COMPLY AMENDATIONS ATING OF DGE DETAIL w - - - - EQ O 'y4• pW] a Q EQ - "X" DETAIL BRACE TBOS I SEE CONTINUOUS BRACING p 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TBO4- - - - + MO - - - 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 T 1 SFF TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE rif PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B CTION PSF) EFFECTIVE WIND AREA (SO FEET) WIND PRESSURE AND SU ( (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO45 DEG, a=4ft [4:12]-[12:12] „a „a „ �� AREA ROOF 1 2e 2n 2r 3 3e 3r*a HIP -37.02 di1.06 -51.06 -51.06 10 GABLE -37.00 1 -37.00 1 -58.99 1 -58.99 1 -58.99 1 -76.03 r ROOF NAILING SCHEDULE/ppFLINQ ZONES (HIN LE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2n- ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C, ON EDGE AND 4" O.0 IN FIELD ® T ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON.EDGE AND 4"O.0 IN FIELD ROOF SHEATHING: O Q SHINGLE: IR32" EXP. 1 ('20) TILL '32" EXP, 1 ('20) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 BB" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 1 Old (2W x OA31") NAILS OR ASTM F1667 RSRS-04 (3" x ,120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 42 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 92 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS GABLE ® ©r ©r L *a ROOF > 20 TO 45 I� aA DEG [4:12]-[12.12] W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER MAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM 1a' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGESAND ENO JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 3a". OA NAIL AT BASE ROWS @4" O.C. W1 ad COMMON NAIL, @ NAIL AT TOP PLATE TWO ROWS 04"O.C. wl So COMMON NAIL. © NAIL OPENING PERIMETER wl 12) ROWS 04' O.C. wl Sd COMMON NAIL. OD NAIL INTERIOR AT 6"O.C. w/Sd COMMON NAIL, @STAGGER ALL VERTICAL JOINTS S NAIL @ 4- CC. W/ Rd COMMON NAIL. O PLYWOOD SPLICES .@ HEADER - NAIL SHEATHING TO HEADERW18d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2)Sd NAILS @3"O.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. @ FLOOR SHEATHING W PLYWOOD DECKING GLUED AN NAILED W/ Ad COMMON NAILS AT V O.C. AT EDGES OVERDRIVE NAILS: FASTNERS SHALL NOT PENETRATE SURFACE MORE THEN 118". n 1. 15/32" OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING II AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET - - * @ / / FLOOR SYSTEM NOTE: W NAILS FOR WALL SHEATHING MUST BE MIN.131-X 2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Is' �(2}2x TOP PLATE BEYOND /- SHEATHINGXPOSURE7 -__ li j 01 ii ii ii II jf II 11 II U 1 III II II II I 111 S0002X BLOCKING IS ALL SHEATHING 0 EDGES w F ill III III III III C II II IIQ III II I it I III II II II I III II it I I III II D 11 I (SEE SECTION X-X) O f �� III III OPENING 111 II II II I IIL___JL---IL- -I ---J 111 11 III X Ill ILL__ JL--- II II II II II II - -J --- ro< a_ W III III III III C III X II II III II II E II I III II II III II II II I H EEVOND. w 2x STUDS w w III III III IIII - ----I - i I1 111 IIII IIII IIII I I I II IIII I I II IIII I II IIII 11 II i II IIII II II II II II II i II II II I III II II I I II II II I SEE PLAN s � o d) OZ IIII IIII IIII I I I I II i I I II IIII III II II II 1 11 II II I w IIII I I II IIII II II II I 1 2x4 P.T. BASE PLATE BEYOND SEE A PLAN 2X RIBBON OR BLOCKING -" BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 318" �-� 3W Imo_ SINGLE NAIL EDGE SPACING "S" = NA SPACIN I/T DOUBLE NAIL EDGE SPACING ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/1T FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI (4) So NAILS VERTICAL BLOCKING SECTION X-X 3" O.C. TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES 1 N.T-S. CONNECTOR SCHEDULE FOR: ADAMS HOMES-2265 ELEVA$CF TRUSS M BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTORUPLIFT D FASTENERS NOTES UPLIFT DESIGN RATING CI =.CS, CSV- C5V, CIS, E5, E7, E7G, EIS, L/R .849 # of less HETA16 / PER TRUSS MFR. 1810# (9) 10d x 1-1/2" E7V E22 H5 H7 H7V,K01 K02 R2 - (9)I0dx 1-1/2' IDS -019 L/R -787#or Jess -HETA16/H10A 1810#11040# 18 SOd x 1-1/2" (9) 10d x1-1/2 G7-G19 - L/R -1414#or less PETALS/HETA16 1810#/18104 J91 10d x 1-1/2" (12)16d D7 L/R 1770)t or less I2)HETA16/(2)HTS20 - 2365#/2620# 48 LOOT x 1-1/2" (18)10dx 1-1/2 M,M3 L/R -539#or less HIGA/HIGA 1040#/1040# ` 18 10d x.1-1 2 C3S, PB, P81 L/R -91#:or less CONNECTOR PER TRUSS MFR.; ' (12)1Ed FG L/R 1259#or less (2)HETA16 / (2)HTS20 2365#/2620# 48 10d x 1-7 Z E3, H3 L/R -211#:or less HIGA/PER TRUSS MFR 1040# (18)10dz 1-1/2' (9) IOd x 1-1/2" A, BE B13, B21 - L/M/R -871#'or less HETA16/H10A/HETA16 18 10# / 1040# /18 10# (19)10d x'1-1/2" 9 10d X 1-1/2" (12)16d B7 L/M/R 1453#or less (2)HETAI6/I2)HT520/(2)HETA16 2365#/.262,0#/2365# (48)10dx 1-1/2' i2 16d IS)10d x IA/2' ' B35 B19 L/M/R -898#orless HETA16/H10A/PERTRUSSMFR 1810#/1040# 18 10d x I -I 2" (9) 10d x 1 1/2" A2,A4,D21 L/M/R �.' -842Ptorless HETA16/HTS20/HIGA 1810#/13'10#/1040#:. (24)SOdx1-1/2 18 100x 1- 2' GGE CONT.BRG.' -114PLForie55 TOENAI LED 330 PLF 16d@4 O.C.PER GE01/5-4' B13 SUPPORTCOLUMN M&R : 952#or less DMz 2145# i/' WA,`SDS 814 x112 SCREWS.: 1/2' WA. 87 SUPPORT COLUMN M 1461#or Jess DTT2Z 2145# 8 1 4"x 1-1/2' SDS SCREWS TRUSS MANUFACTURER. PROBUILD/BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 9/14/21 L=.LEFT, R=RIGHT &M=MIDDLE BEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAW I NGS, ALL CONNECTORS ARE SIMPSON. PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE LARK TYPE CONNECTOR B FA&rEN'ERS OFF SYP CONNECTOR& FASTENERS SIFF 9W FRAME TO HETA16W(W10tl 81112.OR HTAIBwI (10)IDtlxi O MASONRY HETMO W(SIT 04 x 1112" 1&IO HTA20 w/(10710Cx 1OR 12' IRS 1870 O FRANCRC H2.SA.1TI0)BPN4ILS b36 am RT7Awl(10)Bd NAILS 515 am EO © FPAM9 TO H10Aw91M7W A 112' 1015 1040 RTWw/(17)10d A 11W 895 1620 FRAME H10A2 w/U 8)IOd x1112°qT MYIW66ES IS w/(1I)tOtlx 11(C"�T EXTERIOR TTOENAILS) on 1080 RTIE-2w)UQI0dx1'.IT'AT2PLYTRUSSES 035 1060 O FPAME TO MTW12.04)'.Wxt112'(ATExTER10R FRAME LOCATION INCLJCE (311 a60 WD LOCATION INCLUDE (311�TOEVAILa) 100 1196 OFRAME To MCI wlI')t Od NAILS AULT OffATR W l T 3330 3985 MUGTIS W(20)1 W NAILS AND SB" ATR.M 333) 4195 MASONRY BMBEDMENT M SM "9ET'EPC)(Y 17 EMBEDMENT W SIMPSON'9ET EPGKY FRAME TO HTS20 wl(24)10d x 110TEXTEMOR HTTn0M(ZIU Nix 1In" (ATEXTMIOR O FRAME LOCATION NGUOE(912d TOENAL9 1125 ta10 LOCATION INCLUDE (3)12070ENA1 5 ins 1530 FMMME (2)HT320 vN1 U$°IgT E%TERIOR RCATIO RWJAE IN)tLUUE LOG110N NCLUUE (312tl TOENAILS 2250 2B20 INCLDE(S)INTOIKATERIOR LOCATION INCWOE (sll20IOENMIL9 (E4) 2510 3000 HOT2 w/(16)10d NAILS AND (2)"-AT.R. IDGIIW(16pOtl NARSAND(2)SM-A.T.R. OFRAME (,- TO 'Aim, W I7EM5EDMENTWIaHMPSON"SE7 Y0690 w'12"EMBEDMENTNISIMPSON-SET' 7020 9790 EPDXY (!IG'13 HOH3aLY, EPDXY (Wor3FOR }PLY) FGTRW(IB)1/4"z3'S03 WOW SCREWS RFU$vil (12)W53 WOOD 6CREW6N4D OFRAMETO MASWRT ANO R)1i2'YS'TREN HD ANCRORBOLTS 3400 026 HUa/4"x6'WEDGE-BOLT ]I00 (1) LGT2 w/(16D'Sd SNKERS 0 FRAME TO &C)Wx 2-10I"TITEN2 17M 20SO MASONRY JEEENOTeNBELOW, FRAME TO De LGT2 W,D2)16tl 91NKER9 & (14) 71TGN(2 95DDM 4060M R LUCT2 W (32) IN SNKERS & (10) 3100M 31MM 001M' MASONRY/ FRAME x2114" PLY TRUSS) OR C18)1W SINKERS iQR FR.NMF (EA) 9246F 37M-F 14'z 3"WEOGE-BOLTn PLY TRUSS) OR (31)10tl $INKP0.$FOR FRAME (FA) 3800 F 4520-F J3 FRAME TO MASONRYI (2) LGTSW(24) TWA W ESS SCREVS 8(8&8" x3 TITER 1 PLYTR'JES 4730-M 0570.M (2) WGTSwI(24) W" x2 TIT W923 SCREWS p318"x5'WB(2 FLY TRUSS) 5480M 70W-M FRAME ) R WSNKER9FfiRFRME(P) 9016E 6B80-F ( OR(5)1WSINKERSFORFRPME(EA) 68F J]10.F52I O BEWTO HU410OPTHUC410w09)1fid&(IN101 SPRINT HD41)CPTHD4101Fw,'n0a1Btl&(I0)I0J GB3080 KAM MAILS MEN NAILS 11#1850 HU4100PTHUC410y11(18)TITEN G#4&00 HD4100WHW101Fw1n0)lAVxT G43355 ©BEAMTO MASONRY 1MN2M'&(10)10d NAILS Up1800 WEDGEBOIT&(1()1WNAILS U686D L2 BEAM TO MASONRY/ HWtl CPi HUC46 w/NB-, HTM_98 o2)1/4x2WVTT1dRTCMAS.) 0N1510 U#9E0 GNBUW U#/115 HD4BOPTHU16W(B)10JNAILS& (12)IWx23WTAPCONS(WMASJ GN1fi2B U#In0 GN2015 U#850 FRAME Moat IM & 1&) I W (FOR FRAME) SYP-F SW-M OR (121 Maid) I W (FOR FRAME) SYP-F 3YP-M TO (2)IETAI60PT(2)HETA20 Iwo 1920 Q)HTAI6OPTni HTA20 1870 ®FRAME MASONRY 1-PLYw/110)1(W)16d 2365 2365 1.PLY OR 2.0 2.0.Y wI D1)1fitl -PLY (12)1 d 2-PLY w; (12)ifitl HTSM1Ew/(&)10d NKISMD(4)1/4'k2114' 965 111D HTWM10W18)1WNA1SAND(4) 1fRx13W' lids 1225 FRAME TO TAPOC(ON9 WEDO BCLT O MASONRY HTSM20 W(10)IW NAILS AM(4)1/4W 1/4" 05 1110 HTWM20 wI UD]Md NAILS AND (A) 114".1314• IAPWNS WEDGE'I30LT 1145 Unda ©FRAME TO H10S 4(9) Wxl 12- NAILSAND(2) awMI 780 910 MASONRY TITAN ID TO DTTPZ wI IB)1/4'xi II SCSYAOD DT&RW(8)tl4'xl ll2"W916 VAOD OFRAME p MASONRY SCIRMAND(TVZOAT.R.EPDXIMW SIMPSON"SFT'SEE Hrip, N) 1&35 2145 SCREW6AND()1Q"BA.T.R.EPDXIEDwI SIMPSON '$ET' (SEE N07F AM 1510 1835 FRAME TO HTT5W(m)16tl#IQ"NMLSAND(I)618"9 HTT43w112671Wx2In' NNLSAND(1) ® MASONRY ATA. EPDXIED wl SIMPSON"SEr' (SEE NOTE #40ELOW 4375 50E0 50'9 A.T.R. EPDXIED W/SIMPSON 1E7 SEE NOTE IN RELOW) - SD05 H174 W(1#) 164 W IYY' NAILS MID (1) BarT46 rB HT0(1 B)IWA-.IT NAILS MID (1) © FRAME TO AT.R. EPDXED wI SINP60N'BEP 3640 4235 5I6'0 A.T.R. E70XIED.1SINPSON'BET' 41N T2s `L\ MASONRY (SEE NOTE#4 BELOW) (SEE NOTE#4 BELOW) ' ]ij 4: ' OFRAME 10 11109w/(24)10dx11'2-NNL9 186 910 WGTi W(23)8J x11'2'Wll'_S 876 1043 FRAME I '` TO IM9KTM(A)1N'Sfl i/9. 909 W000 RTI6M Wry)10dx11I2"NAILS& OFRAME 760 760 1396 1399 O,'/ MASON1iY SOREWS&15)1/4"x214' TAPCON9 (4)1H'x I W-TAPCONS C' rA O ` N VGT w/ (1M 1/4'xT SDS WOODSMEWS& OFRPME TO (1)N8' BATR. EPDXIEDWSNPSON'SET' 38M AM'."1 "i..+`N MASONRY wi 1Y VIN. EMBODMEW M ({j (2)VGTWW)1MN7' SDSWOODSMEWS OFRAME MASONRY &DUSTSA.TA EPOMEOw/SIXPSON S170 7186 "SEr.,all'MIN OMBEDMENI j WTvd(16)V4'x3'SDSWOCD9CREW5& 0 FRAMETO NDU4-9O92.S at (10) 1AW 1Q" SDS WOW 3285 4565 MUGT11 w/(22) 10d NAILS& HTT45 w1(18) 4t6u �..•^ FRAME SCRFW68 II I5N^Bq.T.R 04 NAI93 (1) W B A.TR. TO MHTISWI(520W'491I NAILS& (2)HTT4Sw/(52)186'k211T NAILS OFRAME V FRAME fl)W'8ATR(9It NOTE44) 43]5 SM &U)MS'Op.T.R.(9EENOTE#4) 5005 Geue"eI n wrmnP unxa. MNGWWDWALLS/BEAMSW/2)12d TOENAILS. N 1. CONWCTALLFLOORTRUWESMINTEfOMBF 2. PLLTRU39TOrR SSCMMCnOASARg FRO DEDSYtR S3MANUFACI C 3. GC. MAY USE EIR£RSIMPSON OR U9P ObNNECTION9, SEE FRAMING PLAN TOR ,UN.00LPLAN. CONNECT OR CAI.OU I. 4. FOR SINGLEPLYTHUSSES, SCAB ON FUL_IEIWTSYP#IT'A"TOTRUSS YERtICA1 WEBwl(e)ROWSOF to NAILS @ 3.O,C, STAGGERED, S 12-MIN.A.TRENBEDMEW@CMUBONDbE MLLN.O. S SCAB TRUSS CHOW .4WL2"YP#2(MATCH CHORD LUMBER SIZES .1(21 ROWS 10d@4"FROM END&4. O.C. STAGGERED; CENTERAT CONNECTOR LOCATION AS MUCH AS PO$SME, (D MINIMALOONNFCTORUNOONFRAVINGPWI 1. CONNECTOR FOR ALL ROOF FLOGS TRUSSES TO MASONRY WALL$/ LINTS-& ICF WALLS UNO ON PLAN 2, CONNFCTION AT 2V OR SP O.C. PENDING VERTICALS FOR ALL FLOOR TRUS9FS PARN I PI. TOMASONRY WALLS SEE DETAIL Pa12As3_1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(CORHER JACK) TO MASONRY WALLSIICF WALL6NNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT SF O.0 MAx W(2) AT EACH CORNER. O.C. TO VEBIHY LOCH I ION WE§ NOT CONFLICT wN JI(IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERI OR SWIM WOOD WALIBEAMS w1(2)1U TONAILS ® MINMALCO4IECTORUNOONFRAMINGPLgN 1. CCNNECTIDNFOIJACKTRU99 TO W0 WALL OR BEAM © MINIMAL004NECTORUNOONFRAMINgp1AN 1. CONNECTION FOR ALLTRU99ESTO INTERIOWEXTERIOR BEAR NO WOOD WALLS AMADR SEWS 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. O 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 OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYR. WALL 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 SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED Q 24' O.C. FASTEN TO CMU W/ 3/16"X3" TITEN 2 @ 16" Ox (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C. IF WOOD WALL, FASTEN W/ 0.19$"x31A" @ 16--O.C, 3. (Q CHANNEL APPLICATION: 2x2 T REQUIRED SEE (PA) INSTALLATION GUIDE 'I(") REFER TO THE PRODUCT APPR�VAL FOR INSTALLAION DETAILS *') ALUMINUM SOFFITS > V-4" BLOCKING REQUIRED. (***) VINYL SOFFITS> 1'-0" SHALL HAVE FOR SOFFITS < 1'-4" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2A SOFFIT SUPPORT DETAIL 3/4"=1'-0" REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST METALDRIPW- F 2 x SUB -FASCIA -ALUM FASCIA - 2x BLOCKING NAILED TO TOP CHORD OF EVERY OTHER TRUSS W/ (3) 12d NAILS, TYP, (**) (***) .v-uIN,00 Tom gS I� I13 MMa \1 W cH 00 W "8 m bk 41: Ak .9 P.M � 0 4 ON,G C,C BmEM � Z o§ mNNr5. W W d -s F' Bam�Sa m o WtR mm Se tagg Jae , w ffl � ZN o Se m s8�C` -i0cq O C J N O E° 5�� OW r ; A WWW.FDSENG.COM ❑ Z 1%3 Awaft Z z 0 0 N 10 a y _ Z r MIL co, 1�1� . to OAr w u0n /) - H -9 _ H- o=2as m 0 S cow 0 N C) OD o � CM F.7_�,71_31TTTV• U M FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ITI Job Information: I� O m � LLI c O C � \ / m m d Y 3 Q) w M 3 OD m 0 J LLI TO GD L° J m U) U) Model Name / Number: 2265 Plan Issue Date: Monday, December 6, 2021 KA PROJECT NUMBER: 21-10559 Sheet: /gyp Of. ROOF PLAN A LINTELBEAMI — 1 COURSE LINTEL BLOCK W/ 1 # 5 N ON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT. MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS OF A FILLED CELL EACH END WITHOUT rCONSIST AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PlUiN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB I I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYR. TIE BEAM W/30DO P.S.I. CONC. W/1 95 REBAR CONT. /ISIMPSON SP4 W/(8) - 1 Ord X 1 112 SP6 OR SPS FOR 2X5 AND 2AS WALLS -DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC, W/1 #5 REBAR VERT, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 2" X 42 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 T"M NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO I MS031 :." "`r/ '/ r., ..n� r I NT.S. I n nit r r nr,-nu LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES 2265 A 3CF - V-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 1 171-411 950 145 405 83 8F16 - 1B / 1T (mina 2 41-611 6113 1895 2707 971 8F16 - 1B / 1T 3 71-611 2661 712 1624 355 8F16 - 1B / 1T 4 71-611 2661 1154 1624 518 8F16 - 1B / 1T 5 41-611 2931 172 2707 93 8F16 - OB / 1T 6 121-011 1254 192 724 211 8F16 - 1B / 1T 7 121-811 1075 198 607 234 8F16 - 1B / 1T 8 91-411 1843 172 1136 93 8F16 - 1B / 1T (min.) ME #5 REINF. 20' MIN. LAP BAR q BAR SRI4 REINFORCING T) BAR #A/}R #4 I AP'.SPi ICE 2525exi` #5 STD. 90° HOOK \#5 REINFORCING BAR #F 1 AP SPI ICE SCALE :1"=1'0' �r 36" MIN LAP #6 REINFORCING BAR O " GRADE 40 U.N.O. #6 Lep SPLICE 5 I MS051 REBAR SPLICE DETAIL - GRADE 40 I N.TS. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 1/4"X2b" 12'0.C. 1 2 x 6 1/4" X 2314" 12" G.C. 2 2 x 8 1/4" X 24" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST :LINTEL (2) 2X P.T. — BUCKS W1 1/2" O.S.B. BETWEEN {--FASTEN PT NAILER TO F q1! IF DOUBLE 2X NAILER IS USED. USE 1/4"X 41/2" TAPCON5. SEE OTHER NOTE FOR SPACING REQUIRED MS111 2x BUCK DETAIL N.T.S. H O 9 0 <T Tor Mn.HiN. (1 READ fl-'�l llf�NT6c cAnY 90'er'l �ORCING T.yb'ACUAL eppylper' N LRr cL NA%r s) a' NOMINAL W D-H TYPE DEBIGNATION F = RLeD a -A anon ) 144-LIM I' CUANTM OF 5 REAR AT cAVIT' SF16-Ili/IT MYINAL Ul OJdh-Tl' OF •6 NON NG4 tlFIG T REBAR AT TO MATERIALS 1. f c precast lintels = 3500 psi. 2. Pc prestressed Iirtels= 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 W/ minimum net area compressive strongth = 1900 psi. 5. Reber provided in precast limel per ASTM A615 GRb'0. 6. Feld rebar per ASTM A515 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low reAmadon. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M Or S. GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Sam Blled lintels as repulmd. 3. installation of Intel must comply With the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long matches so the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except ]inlets 17'-4" and longer with a nommat height of 8' meet or exceed L/180. 6, Bottom field added racer to be located at the bottom of the lintel cavity. 7. 7/32' diamc4ar wire Whips am welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be pmv]ded in composite lintel In Ilan of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 SO. Lintel min. depths are called out an lintel plan, If contractor Installs a deeper lintel than indicated an the plan, doing this Increases the strength of the lintel and is approved Without engineering letter. if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. AtI values based an minimum 4" bearing. Exception: Safe loads for until led lintels must be reduced by 20% If bearing length is less then 64/2". Sate loads for all recessed lintels based on 8" nominal bearing. 2. N.R. - Not Rated. 3. Safe loads arc total superimposed allowable load on the section specified. 4. Safe loads besed on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing sectional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two 05 rebars in 8' lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d.sway from the face of support. 8• For composite lintel lolgllls not shown, use Safe road from next lower height 9. All safe loads in units of pounds per lmicarfool. PRECAST'U" LINTEL W/ 3DODPSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS (TYR.) — RERAR ON BOTH SIDES r OF OPENING U.N.O, PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL &FILL SOLI) W/ (1) #S BAR FOR ALL WINDOW OPENINGS li AND LAROEft-1 STD. 90 DEGRE ANGLE 3000 P. CONC. W/1 #S RERAR 8"x a"A 16' CMU U.N.O. —SEE FOUNDATION If PLAN FORT MS01 I BLOCK WALL REINFORCEMENT GROUT SHALL BE FLUSH WITH TOP OF WALL 10" STD. 90 HOOK �p �I� � a ay N u C� N ES. TYP. BOND BEAM e"x8'x16"K,0- LINTEL BLOCK FlLL W/3000 P.S.I. CONC. W/1 #5 CIA REBAR INDICATES FILLED CELL FROM FIG, TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) W "D 00 W E R & Q $ 4k 41, 4k E cc�y�)p4y U 8 ro w ELi li &'a 115E D N'� Mu)me$ a O: w E 3 -F a w y 13 0 - ri = ¢ Ztoaa 2 do 0 dad- 4:5 3 3w w «fry Wm mom°, m C) w tiA q UM WN N� m Q 'oyyTd S Z 4 O. k In 13 5 (J ? N ° � b WWWEDSEN'G.COM ❑ ❑ ❑ W Z rJ 0 `/) Z N d Q U) V I � — � r Z � I LJt CIS t_J 4)0 oo � y V w O C 4) V) O r W L CO U tB� F 4N4� = O^N U rn 0 w p allom QED, w. ® 11A LLAC LJA 6A CC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: LL. O o Zm C to Lj O z M .I. U 0 J W m 00 T00 o VI Model Name / Number: 2265 VI Plan Issue Date: Monday, December 6, 2021 VT KA PROJECT NUMBER: 21-10559 Sheet: 10 Of: NI11111114112 L 0 SIMPSON HETA 16 24 92 SYP P.T. EACH END W/ (2) %"x5" 6. SEE FLOOR PLAN WEDGE ANCHOR O FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT `' W/ WASHER, MIN. 6 PER TRACK TO JAMB. (5) 112" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN o " FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o SECTIONAL OVERHEAD DOOR COO P.T. #2 WOOD SYP 2" X 6" t r TRIM o ;••, �.� , M1" f` s .A'• r>. a cH 2"x6" P.T. WOOD JAMB n ; ;.' N ri ;•. DOOR AND CONNECTION PER ® " GARAGE DOOR MANUFACTURER GARAGE SLAB E TYP. GARAGE DOOR TRACK MOUNTING DETAIL o p NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS o DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. [CD21 ENTRY CMU COLUMN/BEAM N.TLI 8g N W msw l( ;m a g� k"�� pfS� i'. O ga= u ON bm LL LL lL x. BLOWN IN R-30 INSULATION PER FBC LLmw ' i Er ' AND ENERGY FORM SUBMITTED WITH ,£ It Z o 3 A`v",''�( g" m PERMIT APPLICATION PROVIDE BAFFLES w S n 7*;5 m m O ` BLOWN IN R-30 INSULATION PER 12 AT EAVES (FOR VENTED ATTICS) a i 0 >s FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR is i a O '. 12 PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) Z a LO U OVER APPROVED UNDERLAYMENT 2 �+ W g SEE PLAN (FOR VENTED ATTICS) PER FBCR 9D5.L 1.1 OVER APA o A „t ,- .. W ,FDSMG.CCM ❑ ❑ ❑ FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD TRUSSES 24 0 C. ROOF SHEATHING - SEE SCHEDULE - (RSH] - ON FRAMING SHT. FOR , ' OVER APPOVED UNDERLAYMENT , SHT'G &FASTENERS. Z n _ O ' APA PER FBCR 905.1.1.1 OVER ROOF SHEATHING - SEE SCHEDULE- , � TRUSS ANCHOR (SEE PLAN) PRE-ENG. WOOD L RSH] - ON FRAMING SHT, FOR \ t - SEE PLAN FOR Q a S : TRUSSES @ 24" O.C. SHT G 8 FASTENERS. — - _ _ — - BRG. HT. � N , i � 5/8" OR 1/2" DRYWALL ., ., . . a -7 -, �l �� , ; t , TRUSS ANCHOR (SEE PLAN) HIGH STRENGTH CLG BOARD • ° METAL DRIP EDGE Z I , TO BE INSTALLED ON OUTSIDE FELT PAPER OR •, TYP.) FRAME FOR BUILT-UP LOD (q ro a) _ -.; ,n - -- - _ FACE _ _ _ TRUSS PLATE �� 2X SUBFASCIA CORNERS min (3) 2x4 OR + u ti 3/4" P.T. NAILER ARCH. 4x4 w/ 2x4 POST UNDER EA 5/8" OR 1/2" DRYWALL HIGH STRENGTH CLG tMETAL DRIP EDGE 1/2" DRYWALL PLANSSOFFIT.SEE PLANS 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. " NAILED w/ 8d NAILS @ 6" KEEP IN 3/4 FOR SHEATHING U ? u' c BOARD 2xSUBFASCIA CURTAIN NAILER 1 4 P.T. @ WINDOWS n „ O.H. LINTEL BLOCK W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH D.C. lNl1 u m CONNECT ALL 2x STUD TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. x 1 x 8 P.T. @ S.G.D. SEE ELEV. 3000 PSI CONCRETE (TYP.) FRAME FOR COR- (TYP.) ALL SIDES i /O � \ O \ HERS FOR NON LOAD U = �I E w t o > 16d TOENAILS PLANS PRECAST "U" LINTEL r+ vv BEARING SIDES NAILED 1/2" DRYWALL = PLAN FOR HEADER SIZE SEE SCHEDULE N E/o.°° o.°° °~ \ _ m SEE t+ < w/ 16d NAILS Ca 8" O.C. \ v v? N O a \\ / YI � DAMS HOMES OPTION, O.H. 15/32" OSB EXPOSURE 1 ON EXT. WALL W/ ALL EDGES BLOCKED. 1/2" x 8" J-BOLTS \ (1) CENTERED EA \ � (TYP.)4 COURSE HIGH A.F.F. MAXIMUM OF (3j - 2x PLATES MAYBE SEE ELEV. SEE TBI3 FOR NAIL ATTACHMENT. SIDEW 2"WASHERS. \ � CMU BASE FILLED w/ CONC / ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. i 3/4" � (TYP.) w/ (4) VERTICAL RENT w/ ( PLY ATTACHED W/ (2) ROWS OF lfid NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44 MAX. SILL HGT. ON 6" n —FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRO1330146 ALL BEDROOM WINDOWS, REBAR W/ 3000 PSI PLAN Al -Al OF COLUMN 3000 GULFBREEZE PARKWAY " CONC. ALL LOCATIONS GULFBREEZE" FLORIDA 325563 VINYL FRAMED WINDOW w/ SCREEN N SHOWN ON FOUNDATION &FLOOR PLANS (G.C. TO VERIFY W/ FLOOR PLAN u DIVISION LOCATION: PORT ST, LUCI E LOCATION OF OPENINGS IN SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO ' w/11.10d TO BEAM FOR BEAM SPEC. OPENINGS ARE INDICATED, FULL & TO FRAME BELOW ♦ Job Information: STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON r ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL A 4 W/SCREEN ' 00 CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONIC SILL ' FINISH 7/8" THICK PER ASTM C-926-98A " PAPER BACKED FOIL R-4.1 w 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL u �" MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM P EXTERIOR FINISH - M N 00 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) <4 FOR NAILING INFORMATION FOR APPLICATION c R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC WALLSHEATHING. P.T, 2X #2 SYP. BASE PLATE l z 2 P.T FURRING 1 x 4 P.T. FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE • 25" EXTEND (AQ 530) ABOVE SI MPSON HETA20 uj a� V N M AND ENERGY FORM SUBMTTTED w/ 1/2 x 8 AB. (OR 1/2" x 8" TITEN BASE NAILER Al Al BUILT-UP CORNER. MIN (3) 2x4. M a. v WITH PERMIT APPLICATION HD w 2" WASHER AT 32" O.C. MIN. 6" FROM END - SEE WS37 WOOD BASE SLAB, ALL LOCATIONS SHOWN ON FOUNDATION PLAN w/10-10d TO COLUMN POST OR 4x4 POST w/ 2x4 UNDER 3 d V m CC)a WOOD BASE — EACH END OF BEAM F_ SEE FOUNDATION PLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR ' -� o i O J L1J W tP FOR SLAB INFORMATION TOP OF SLAB _ _ SLAB INFORMATION TOP OF SLAB - — NOTE: X 4 P T PLATE .; BOTTOM STRAPS MUSTBE $ _J CO W ♦ Model Name /Number: *_ " * _ * * " _ INSTALLED ON INSIDE OF,60 a �y V COLUMN. DO NOT BEND " t�> ., ° °� , I� r._ * GRADE c J�.Q v •, STRAPS UNDER PLATE. r� t v o v 2265 PLACE STRAPS IN FILL . • o r ,a' e v ♦ Plan Issue Date; CLEAN r ,� - 30 g :SEE PLAN FOR 7 - ;� " CELLS w/#5 REBAR it .••� '� `;; (TYP-)4 COURSE HIGH CMU BASE COMPACTED �. �� u� RE -BAR QUANTITIES AI . �- °,. �• '� �. FILLED w/ CONIC -SEE PLAN FOR _ FILL iHI, , SIZE. TOP OF COLUMN BASE - Monday, December 6, 2021 SSE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 2'-0" AFF ♦ KA PROJECT NUMBER: 16" F9R FTG REQUIREMENTS f 21-10559 PLAN NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: S- 2 Of: DETAIL - UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-O" I E[ CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T& WS01 TYPICAL WALL SECTION 8" CMU 3/4' V- TYPICAL FRAMING DETAILS ❑INSULATION AT EXTERIOR * WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 8" D BLOCKTIEBEAM W/(1) #5 REBAR U.N.O. (SEE PLAN) 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2-8d EA. END EDGE VIEW WHEN REQ'D RECESSED PRE -CAST UNTEL NOTE: MAY CUT BACK 2x8 P.T. @ TOP 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 I DETAIL @ ARCH WINDOW FRAMING I N.T.S. 0 y m Ifl m W 1M" 1" SSh" 14. (2) 2 x 4 LAMINATIONS W/(i) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED led (3) 2 x 6 LAMINATIONS W/ 12) ROWS OF STAGGERED led COMMON WIRE NAILS (D = 0.148% L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D - 0d.62", L- 3-1/2") OR EQUAL ID = 0.162", L= 3.112") OR EQUAL 1)) NOTES, D ACENT NNLS ARE DRIVEN MOM 3) FOR 4-PLY, PROVIDE 1/4-DIA. x 51/2" TAG OPPOSITE SI DES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHDWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION L5.3 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T•s. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR �r.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. NERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - N® REPAIR REQ'D. SEE GE05 FOR STANDARD GABLE END FRAMING _ 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING I C7 +1 = I+ +I rn o I I I a I I � STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GE15 I FALSE BEAM AT GABLE END N.T.S. 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 EAISIDE O.S.B. (1) JACK USED AT 2X BLKNG. EACH SIDE OF TO O.S.B. OPENING G.C. TO W/ 2 - 8d INSTALL (3) TITEN HD. EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED (3) 16d �SP4 AT COMMON 24"' O.C. NAILS(TYP)� CMU - SEE PLAN FOR WLL HGT. IIII %7IA/ ® ® ® L . PERLOCATION-----*,lgloj AO I j//PI// I I CIF, O.C.TO SIDE & TOP NAILER 11 ,i SPF CONTINUOUSBLOCK]NG (2x4 ATTACHED TO 7/16" OSB W/ :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• ROUND/ SQUARE TRANSOM EACH END 7'-0" MAX WINDOW OR DOOR •• CMU 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) ag M7N 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON FA. 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" x0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d 1 PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPM516Z W/ (12) 16d NAILS TYP. M7N TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL WF17 I TOP PLATE SPLICE DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING I2 X 4 WALL I 2 X 6 WALL JACKS KINGS JACKS I KINGS SIZE EA END EA END FA END EA END LESSTHAN 4' (1) 2) (1) (2) >4' BUT <9' (2) (3) (2) (2) II 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP Sod NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - CN� * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT OP SPLICE DOUBLE 2x8 TOP PLATE W/ 2 ROWS OF NAILS @ 3" O.C. 'BOTTOM SPLICE OVER STUD HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" C/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 1 WALL HEADER DETAIL :EE1 STRUCTURAL \\\ SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE T613 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. STUD TO BOT PLATE: SIMPSON SP4 LINTEL NOTE: HOLD FRAMIN#BLOCK BACK FROM FACE O FOR SHEATING TO B WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 13/4"=1'-0"I WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA2Vs W/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED w/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. ram„,,,' -61 04 O N v; m 0 2 $°1is- ' fie w N (c0 100 .A m I� c It SIR % W to r 00 0 OD D^sue m ° N6 GI''nm W W a n. z 2ta�15 §�Qs z 3 0 w8-'�� m o aNa ® Om K O $ N ❑ ❑ ❑ WWW.FDSENG.CCM 0 Z Z o o Z Q w .5 ( - J a N Z n �y O w �c Va � ~ VI U J = O U ® a N o m Q•m 11AMC YAMCC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: W a zUn 01 n� '1' N O Un M M m a + 6 m 3 y y 0 00 Oc 'UI J—Mj L'u^ W to W V/ �Z`/^) cn Model Name / Number: 2265 VI Plan Issue Date: Monday, December 6, 2021 VI KA PROJECT NUMBER: 21-10559 Sheet: Of. MS18 I RETROFIT WALL OVERHANG DETAIL :::E::] KF39 I TRANSOM DETAIL AT ENTRY 1/�" TYPICAL WALL DETAILS TO BE LESS THAN OR EQUAL TO 45" I , MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) 12d i JOINT BOTTOM CHORD BRACING 2"x4" MIN. TBO1 I TYPICAL CROSS BRACING DETAIL N.r.s. G.T. � ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT SHEATHING SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2112D NAILS AT 12" O.C. MAX SHEATHING .SEE PLAN F 1 2X4 BLOCKING J BETWEEN TRUSSES PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. HIP TRUSS T11303 I HIP / RIDGE BLOCKING DETAIL N.T.S. *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING , ' I � CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BILKS. AT TRUSS WEBS FOR NAILING 'U\ !_ X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB TB02 I TYPICAL CROSS BRACING DETAIL N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (3) 12d PER JOINT L MINIMUM 2"x4" SPF OR * SPACED AT 10'-0' MAX SYP TRUSS BRACING TB04 I TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. TRUSS NOTES: 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP32014 (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 TH E MOST COMMON CAUSE OF ACCIDBVT IN W000 TRUSS CONSTRUCTION. FULL BUNGLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREATHEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5. PROVIDE TRUSS BLOCKING ATALL 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 SEE B 2X4 BLOCKING BETWEEN --- TRUSSES W/ (2) 12d NAILS @ EACH END. CONT- EACH BAY ALTERNATING /� BLOCKINGC� '\ STRUCTURAL SHEATHING — SEE PLAN FOR CONNECTION j' e 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS @ EACH END WALL BELOW (SEE PLANS FOR TYPE) TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAII 3 TO 4 TRUSS r2x4 AS SHOWN ALTERNATE SPACES IDIRECTION (2}].2ji NAILS TO EAI TRUSS OUBLE TOP uuubl PLATE SECTION B-B TOP ATE 2x STUD WALL SEE PLAN CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X8 42 (4)12d WHEN IF LANDS SPF 48" O.C. W/ (4)12d NEXT TO PRE-ENG. TRUSS 2x8 SLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER THAN S'-0" COLLAR TIE EVERY 3rd RAFTER CB BEVEL CUTS (OPTIONAL) B TB 2X4 SPF W/ (2) #7X3,1/T DB WOOD SCREW EACH TRUSS OR H5 @ 4W O.C. PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL WOOD .* 2x8 #2 SYP RIDGE BEAM AT 8' 0' TRUSS MAX �( 2x8 RAFTERS 0 2'-0"O.C. MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN CORD. MASONRY 4 FT @ 2'-0" O.C. MAX W / (3) 10D STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT BEARING SUPPORT T & B CHORD A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING I TBO6 I BLOCKING AND CONVENTIONAL FRAME DETAILS I N.T.S. I SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS — SIMPSON A34 OR (USP MP4) @ 2'-0" ON CENTER 1/2" SPACE SEE PLAN FOR MORE - INFORMATION 2x4 S.Y.P.' @ 16" G.C. 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 20 SPF BRACE @ 48" O.C. - NAIL w/(4) 12d AT EACH END & ALTERNATE DIRECTION TRUSSES SEE PLAN \ A / 2X4 SPF BLOCKING Y V BETWEEN TRUSSES \ / \ @ 24" O.C. MAX-W/ (3)12d EA. END (TYP,) TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. :TFy=j s>gP �A. N 0 C BA LO ti m SI 8 See, � W I- y 0 W rn OD r G��0 i bm,.jo; R y - �L3me6 w � Dg iof 'S'nN'O H CC a..��T� m Q J �5yEmL G Fi y O �PBcfifi 2 � J U fUl� WWW.R)SENG.COM ❑ 11 ❑ 0 Z S— Q Z Z Q 0 � d a c � / Z N ~ N In m 00 O M Ow Of 2 LnV) m — U w ENE 11101111k cc too Q N O AB 19A PA YAM GC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32M PORT ST. LUCIE Job Information: G 1 � � d) in r{ LLJ C O V O � W M 0 co OD N a o OJLLJ::D m o M V/ VJ co LL Model Name / Number: 2265 0 Plan Issue Date: Monday, December 6, 2021 KA PROJECT NUMBER: 21-10559 Sheet: S-4 Of: ROOF FRAMING AND BRACING DETAILS IN N THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. la SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE An 6„ 3" 6., 6.. 3„ 31 3 3„ I l l h 1 3„ 3„.31 3„ 3n L I 1 3" 6„ 6 6" DOUBLE DOOR W/ SIDELI IES )A /E ;PACE :VENLY 6" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1r-Olf IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. o {-TOP OF SLAB L I 00 Z I Ill Ill ILIIIN,II° 1 f Ir - it I o a Nl 16" MIN. DIAMETER o CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. 3 PACE VENLY I scot O�w \N Save 7" pieces to use valley centerline ' SHINGLE INSTALLATION GUIDE NAIL SHINGLES W/ it OR 12 GAUGE ROOFING NAILS, 3/8' MIN HEADS. 6 PER SINGLE. ?"of Bed" VaW nore� oDdea 3{d Cnuyge eucse ' � 2g" / ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY ITEXPURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EXEMINIMILOF6 LOCATIONS) ABOVE 3' X 6- H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT HNEEWALL T ENTRY PLASTER STO SEALANT ROOF SHINGLES 6" X 5' H GALV. HASHING CONT.� , FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED F SHIRNG 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 IS SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T-S 11/20 MIN. EAWbMENIT X W OO15 FRAME � /- 08 WOOD SCREW RV f3TIHIPAS By OTHERS EXTERIOR FINISH i�ll� l 'i Oy OTHERSfi1C►' PERrMETER CAULK SHIM SPACE - )THEAS WINDOW HEIGHT ■• INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S DRF EDGE. IP EDGE Al ofs. DVERL nl. rAVE OR Mammum Fastener Spadrhm (Iambs, Head and Bill) Wall Framing: 025prme/Pine/fir Or& -- ,Silicone Screw Minimum Peneeadon Gla9ng Be 19lB` cross Section view k Mnimum -" Silimne 6derlar Sheathing Stgs1 Mmsuretubesu U*OPeang133/rtoll2'Wlguftnftwmdow§mb&wrdcaltMdhobu IN. " You may wish to Pre. "I the Imtegation holes In the In at thus time. Mward thepranauNw Apes bl Me anow7ft Nq a5 are Mt rtCOTawII Sep 2 Apply a generous bead of showier W the Dockside of the mewiting ft the enough silicone to sufficiently fill all wads Detemah, tle fin and the wag sheath ri . Sep3 based the window into the openbgfrom the pitide. The window Is labeled"Made"and"out9de",.but If theselabels have been removed, the glazing bad shoos aiways be to the Inside of the bull Step 4 Install shgns under the sit, adjusting them until the wdd is plumb In the opening, Sums should be Waged under the seaway 2 feet The window should be basically contained in the building with no more than 11 r gap between the window and well framing. Sheir 5 Installa#10x 0jr screw 4" from the comer of the fin a each end of the had, sill and both Rembs. Step6 trsWitere inirgfasWminrirkrmmtsfmmtle�suewstotem afeachhamemember. Usecam dtnmv r- tighten the saewsand pull them the fin. Abe, mace ewe the seems go Instraight and do ndmlae the frame to bow. Wag loading shaad be a minimum of #2 SpruceJPuhp�nc Fasteners she* be#10 strews of suffidett lengthN addeve 1-3111" Penetration into the wat and no lam ten l%E" hold dhamin. Step 8 If desired, a rosin Insulation on be applied Wow interior gap between the window and wall hading. ffapplied, Masuntbe rbe NON EXPANDING MPFFOAN. Sep 9 Slope them widows are I)Pkaty used In mono with high moistwe, iE; bathrooms, it Is Ieoommentled the the Irteiw gap between the window and yell naming also be sealed with si lmne aid tooted w as not ro Inidfere with the Installation of Wallboard tie or tam. Step 10 Ones all construction Is complete, mengye the bubble wrap from the Inside and outside d to window. If necessary, clean to bbdw with a mild detergent add warm water ushm a soh dotlh. Failure to follow these procedures will void any and all warranties. GENERACOVEIR SHEET FOR WIND PRESSURE ND EXPOSURE L NOTE:{ �Q QQ��' � 32- SEE - SEE TITLE ELEVATION BLOCKSHXEJ I 0 WITA ON' b itta I Affidavit Building Address: Contractor: T L SHEETS FOR ANY STRUCTURAL INFORMATION Product Manufacture Model # Attachment Pressures Method Roofing: DAD 1st Choice COUNTY APP. E IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING ROOFING VENTS: DADE Florida Metal COU NTY APP. Products. Inc. ROOFING UNDERLAYMENT: 1$t Choice TAMKO BUILDIt PRODUCTS LLC PANEL WALLS: NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING KITH GA GE GALVINIZED RING SHANK ROOF fG all�� m � 2 �s g®C m w a r- e U8 go LL d g0Hm odm a1-t1�M a f— "'Approval #1 w- we_wiow a a In WwwrDSFNG.COM NAIL -dove vent" 11 U " FL215804" D.C. TYPICAL MAX,.1 R-2 'O z � �V z8 � KO No. 30 UNDERLAYMENT SHALL BE APPLIED AND Z � FL12328-R9 Q ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH 3 THE TAPCO GROUP INSTALL PER MANUFACTURE INSTRUCTIONS HUBER ENGINEERED ZIP SYSTEM INSTALL PER MANUFACTURE INSTRUCTIONS WOODS, LLC ROOF SHEATHING HOMEGUARD BUILDING I HOMEGUARD INSTALL PER MANUFACTURE INSTRUCTIONS �i — u) z M FL20403.4 ( 1 llaj LL w� c °c' , FL17146 R7 CCRR-1092OJA Overhead Garage Doors: ro 2 r s o l> 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 53w5 FL15279.84 2nd Choice +30.0/32.0 CLOPAY 8x7 Swing Doors: a N o 81 a m 1st Choice +67.0/-67.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X W FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.12 DAMS HOMES THERMA TRUCORP. SOLID +67.0/-67.0 FL20461.1 r FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. misa �mm1� 2nd Choice pLAST PRO ALL ONE F1.0215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sidelights FIAET PRO RD Fis2isz Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES' SGD DIVISION LOCATION: PORT ST. LUCIE AI m. r Inforc SERIES, SGD [Md n MI WINDOWS Alum. rennforced ® I Job Information: Windows: 1st Choice +40 50 / MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS IS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON (TH ANCHOR WITH MIN. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.9 Single Hun (fin) 11,4" EMBED. HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) THROUGH TO VIDE BUCK USE #8 WOOD TO MOMEW ) BUCK. OOR INSTAIENT LTH. FLLAT3540 FL 17894.2 SERIES +50.0/-50.0 MI WINDOWS SUFFIENT LENGTH TO ACHIEVE 1'F" INCH MINIMUM EMBEDMENT FL17676.2 . Single Hung (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL178S4 4 Hung (ftnless) frame F W > � m ri c 0 c it rA 0 q M ✓ ` M M a Cal 0 " 00 n 0 � Uj Z�1 TV J^ 0000 UQ O ryJM� 'W^ (III J W V ♦ V J Mullions: 1St Choice MI WINDOWS M•1926 Vertical Mullion FOR ATTACHING MI WINDOWS MULLIQN SECT5796 CUP INTO CONCRETE 3 16" TAPCON NCHOR WIT SUFFICIENT LENGTH TO ACHIEVE A 1.4 FL 18504.1. M-1926 Horizontal I'o MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE I FL 15804.2 Fixed Glass: 1st Choice +50.0/Z0.0 MI WINDOWS MI 3540 I FOR UNIT INSTALLATION USE 3/16 TAPCON ANCHOR WITH WITH ALIN. L HOES NOTE DES NATEALL D FOR TAPCONTORY INSHOUNLD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL18644 RC Sofflt: V1 Model Name / Number: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl I Staple 10" on Center In direction of le th FL16503.4 R5 e* 2265 Plygem / Variform Double 5 standard Plygem Double 5 standard via I I Double 5 standard (vinyl) 10" I sta 1 s solid 144 vented -145 FL12194.1 FL12194 2 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS Storm Panels 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: _ A. # 87864 Name: Certification Number: Plan Issue Date: Monday, December 6, 2021 FL16293 R3 V KA PROJECT NUMBER: 21-10559 R'_' , 7. "I Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING i'WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & ` TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN kbaI OVER RIM JOIST AND UP WALL BY 6 IN. HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above headerto allowfor flashing installation 2. Self -adhered flashing plus head flashing underweather resistive barrier 3Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHIN FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY " SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 2 G Scale: NTS RESISTIVE BARRIER WP01 v SELF -ADHERED F ASHING ANGE SELF -ADHERED FLASHING DECK PROTECTOR -- Li SELF -ADHERED FLASHING 1HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK- SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. THRESHOLD OBE APPLIED UNDER / THRESHOLD OF DOOR AND RETURN f/ UP JAMB 6". USE LIQUID NAIL BRAND WE THER P F A LKIN OR EQUAL A ROO C U G / J SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING - 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O W P07 ERIOR IT. FIN. .DING PAPER PE n : 12.0 in Orin : 30.5 cm) ELATH LDING PAPER ,F-ADHERED FLASHING JDOW UNIT 3 WPM SELF-ADHERI SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL RIM JOIST 2 WP02 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTENDA MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 91 4 WP05 t SELF -ADHERED FLASHING PATCH tHERED FLASHING FLASHING REQUIREMENTS R709.1 general. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT R703r1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier, behind the exterior cladding as 0.3 in : 12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 cm : 30.5 cm) DETAILS asphalt felt, free from holes and breaks, complying with ASTM D226 far Type 1 felt or other approved water -resistive loader shall be applied over studs or sheathing of all exterior wells No. 15 har Tye Water -resistive barrier. wa layer la No.ive border SELF -ADHERED FLASHING PRODUCTS asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where EXTERIOR joints occur, felt shall be lapped not less than a inches. Other approved materials shall be installed in accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive CEMT. FIN. PER FBC-R CURRENT EDITION 703.7,3 ( ) barrier material shall be continuous to the top of 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.L 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 WIRE LATH equivalent to two layers of Grade D paper. The Individual layers shall be Installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. BUILDING numbered Items In the list Of Instructions below: Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially nonwater absorbing layer or designed drainage space. 2. Install flashing and weather resistive barrier to form water shedding laps O3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize membranes and mechanically attached flexible Bashing shall be applied shinglaMaahlon or In accordance with the manufacturer's Instructions. Metal flashing shall be Raskin Flashing. Approved metal flashing, vinyl Flashing, with the corrosion resistant. FluiM1applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING W P 0 3 scoring Cuts t instructions. AN hashing shell be applied In a manner to prevent the entry of water into the wall cavity or penetration of p CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural flaming components. Self -adhered membranes used as flashing shall comply with AAMA 721. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" Minimum) with AAMA 800 or ASTM 0920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAflA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in RUBBERIZED ASPHALT RUBBERIZED ASPHALT ADHESIVE 6. Fold as shown b arrows y exterior walls shall comply with AAMA 71.4. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be Installed at the following locations: ADHESIVE f the flashing to fit 7. Angle Of corner may vary, adjust folding oa aS g SELF -ADHERED FLASHING I tight to Corner 8. Mechanically fasten as necessary window and door openings. Fleshing at exterior window and door openings shall extend to the surface of the Mechanically SCORED SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. 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: _ �ti r IBEFORE FOLDING, SCORE RELEASE PARER ro EXPOSE 1.1. The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed in the ADHESIVE As seowNl fenestration manufacturer's Instructions, In accordance with the Flashing manufacturer's Instructions. Where flashing Instructions or details are not Provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the exterior wail finish or to MECHANICALLY FASTEN AS the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the Bashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ �v\ 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings, 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4. Continuously above all projecting wood trim. 5. where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame Construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING IWPO6 INSIDE CORNER 7. At bulll gutters. Mp 2 - 4' 5 •, APPLYA LIQUID WP08 ACCORDANCE WITH TH E MANUFACTURER'S RECOMMENDATIONS, BEFORE FwPog INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER O WP12 �. fir: •♦♦e Cement Plaster in accordance with ASTMC926 over wood 2nd floor - Cement Plaster over block 1st floor Note The building paper and metal lath must be installed over the top of the Weep screed. 7/S" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 112" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing L- Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated -' nge 7/8" Weep Screed 1 /2" Cementitlous Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish Block 2 1/2" Perforated R. Flange 1/2" Weep Screed Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE $ cc c w oD � 2 g e Q a. as roc ° 9 Zv �' D U to tO C m" fd Pw a y P. a o a w 0-� a 0 $ 3 wt `� WyLmm 0 113 E---1 us 2 °z-0 m9 �d www. DSENCOOM ❑ ❑ ❑ W G 0 Z - o o Z N -00 401 a) ? 3 a N - N W to m 1 _ J VJ y LL 4-F w a 0 y V - ,a c Jl m m o - MN E Ta ~ $$° ;ttm oD U�ov Ct aD o s �Int Q N Q W Q W S 1._ DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I..L� 0 I- 'O z �) W _ °' 0 o m ti OF 3 w 3 m Z m 00 a 00 to p J w 00 Model Name / Number: 2265 71 Plan Issue Date: Monday, December 6, 2021 KA PROJECT NUMBER: 21-10559 Sheet: W P Of: WATER PROOF DETAILS 5" bath duct to roof cap w/ standard 70 cfm bath fan \ 5" bath duct to roof cap w/ standard 70 cfm bath fan —light v = Gold Gold \ Way < OWNER'S BEDROOM 8'-0" CI G 200 14x8 1 wcd am 18x18 a 8} zo g W.LC 4' / .. it a �w Hz.`,H _• _ ® L 0'S BATH 5' 1 0" C'-G i 10x6 35cd auT H2-e LIB/IftiG RO M INVERI ED HIP 10' M 135 14x8 1 wcd H2 2S 5" bath duct to roof cap w/ standard 70 cfm bath fan LANAI CLG 1 H' O'AF 8'-0" CL 1OX5 1 9A \W 1I NM OATTA cad 88S BREAKFAST 1n'-n" a 5 \ aaFs ,�6 1 cd 1� 8x18 rag ' I I i I 250 4x8 1wcd FA ILY ROC 1 '-0" CLG 51 14" IVAZI_ _ _ "0-'6 OT To8 4090 6" FOYER of DINING DINI00_M CLG o 1NG CG ~ X X lll UI �� I 10x6 lwcd LO 100 VI33Wi39 — r J91'1 wUGAIW YFIHJV 830C NOITAV3_I3 -'T1W 3TIJ3012 "Sr - (� — — —p— — — (IJH' NO2t4AHT OJH'T .T3M '� H2 aS/duct V8A .2NAATV'J3 332 ENTRY 4" dryer \ RooF TRS Aev to roof cap p w/dryer vent box 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 I 3.0 TON W/5KW 0240V 1P 18x13 plen platform by bldr scale :1/4"=1'0" License #CMC1249777 r1/13- -_)T I N OJO 'or 10x6 1wcd 80 IL �\ V1 I H2 zS REDROOM 4 nQg x17" 95 10x6 1 wcd 1 0x1 0 rag G— O 1000 rag rj "a 3EDROOM 3 Q'_0" ('1c G,? bowr 8xor N N 1 � N G N 10x10 rag 7� 10x10 rag 0J3 "o-'a �, , ,I, 8 fbrag _ Imo' " w 3 ^y BEDROOM-2 A H 8 -D" � LG 55 -U"d•- >L8x4 10 45 1wcd Sx4/ cdVr.u\ H srzM S— 900((1 OA.3H93VO C X woA a To UJdH "I 9CA1JJI mm 3 CrF G�14.'Ar:)E 8'-0" CLG I— S r2M S F�� AGOG GA3H5iJV0 C X a r ELOOR PLAN SCALE: 1/4" = 1'-0" ELEVATIONS "A" 5" bath duct to roof cap w/ standard 70 cfm bath fan 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL AREA CALCULATIONS j 1st FI OOR 2277 S.F. TOTAL LIVING (AC) 2277 S.F. GAHAG6 COVER.=D ENTRY (BASF) COVERED =ATIO/LANAI 617 S.F. 176 S.F. 186 S.F. IOTA_ AREA UNDLR ROOF 3256 S.F. i I I I v CIO CID s Must have a minimum clearance of 4 inches around the air handler per the State Energy code All duct has an r=6 insulation value.