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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL DESIGN CRITERIA R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL AF BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TI PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECI CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICEN CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RIECEI\ TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDAN AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SEI NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-C( PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DR WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING ED PESTICIDES, ITE ,TION 202 TREATMENT, A PEST A COMPLETE WITH RULES :ES.' MUST BE ON FILE RTIONS OF WOOD R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1 63, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, R 1-1/2' LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. . R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK,STONE OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED Y VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO CCATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. 11 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHEryrE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITTH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY''..FLASHI NG (INSTALLED IN ACCORDANCE WITH SECTION.R703.4). INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM. D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS. OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1 R703 .4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANIC ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. - • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE DESCRIPTION 10-17-2012 Changes per field meeting on 10-11-2012 in Daytona INDEX OF DRAMINGS CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE 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 12020) RESIDENTIAL 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) 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL'ITOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC2017) 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11./?" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A174M. WWF SHALL BE LAPPED AT LEAST 6". AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO, BE MIN .75 LES OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEWIDOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13). 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 USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTI G REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30.16 LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING A HESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF20 EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF R CORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 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 BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN T ESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.L. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED. ITH 000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, G DE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES STRENGTH OF 2000 PSI (f m = 2000 PSI) I 2. MORTAR SHALL. BE TYPE "S", CONFORMING TO ASTM C27014A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476.10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOFTRUSSES* LL/360 TL/240 COMMMENTS: 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE S NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING Of 192 CIA OR 10FT, IN ROOF RAFTERS LL/180 TL/120 WHICH EVER IS LESS. REINFORCING SHALL BE PLACED THEICENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ONI-INTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAN] PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STddIr IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL' BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR 17) DAYS. PER CODE ACI 318.14. 11. CONSOLIDATE ANDRECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. DING GENERAL ROOF LOADING ([SHINGLE WOOD CONSTRUCTION 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, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL 20 20 20 20 SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD OL 7 7 15 25 .BOTTOM CHORD LL* 0 0 0 0 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 10 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 TOTAL (PSF) 37 37 45 55 SHIELDS. ALL HOLES OVER 1". IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP, U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHORD LL (OPT) BOTTOM C VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT. APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS LIMITED STORAGE 20 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 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 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (ILVL) 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 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: o IAPA GENERAL FLOOR LOADING LO RSHEATHING: &G A-CG ROUPE1. RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE: FLOOR 6" STRUCTURAL I OSB EXPOSURE 1 0 R 15 32" RATED OSB EXPOSURE 1 WALL SHEATHING: 7 1 / TOP CHORD LL 40 (PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL 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 +/-0.1S. NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5-30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® 5O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 + 26.5 O + 26.5 ( ) 20 (-) 28.5 (-) 34.4 O 5!) (+) 24.8 (+J 24.8 0 0 (-) 27.1 (-) 31.1 @ (D Y (+) 23.4 (+) 23.4 100 (•) 25.7 (-) 28.8 �Y .DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-O" 16'-O" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN.4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER D IS CONSIDERED TO BE IN THE WIN AN D•BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES CHORD 0 PRE ENGINItERED WOOD TRUSSES BOTTOM LL (PSF) BOTTOM CHORD DL 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURALPLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED INACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. GAME ROOM 60 (PSF) COMMMENTS: 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO. WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 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) 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) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES R THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER T SS DI READING ROOMS 60 (PSF) J7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 10 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, GUARD RAIL 0 HAND RAILS (d) 200 (PSF) AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES, THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO I. SQ. FT. MORE INFO. FIELD REPAIR NOTES GENERAL NOTES: _ BUILDER NOTICE: 1. MISSED "1" 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. SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. It Is the intent of Deslgner/Engineer listed In the tltieblock of these documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. WINDOW AND DOOR 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error, The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT. EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S S. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to 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 commengament of anywork. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXYTO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY - CONTROL OF CONSTRUCTION SITE: responsible Nt any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS. LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE SO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)14"x 21A" TIENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, IOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE EOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND 0 Q information found in these plans should be directed to our Quality S S.FORLPLIFTS LESS THAN 1720# . IF CORNER ST RAP IS LIFT SS THAN /4" LBS USE 2 MT M1 MASONRY AND 7 lOd NAILS TO TRUSS FOR UPLIFTS LE ) M ( () (r MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS.for SITE, MATERIAL S OREQUIPMENT, FROM MOISTURE MOLD FUNGUS FIRE THEFT VANDALISM TRESPASS OR ANY OTHER H RESIDENCE CONSTRUCTIONS TO PROTECT WITHOUT LIMITATION THE I r Assurance Manager r- immediately. . No backcha es will be conslde e a e e imme lat Y rg g reimbursement the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM 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 agreemer MISSED, CONTACT THE FOR FOR SUBSTITUTION.'', - 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE 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. Drthwest FloridaIIIIIIIIIIIIII GULF• REE E. FLORtD� : ���+_ REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY vvq�r,au'Iaaaa `oeao�Q T ©(?/� aaa r GrGNSr°. rrJ� o f 8 O t F_ s "�•'• V gw•�Zo. ai F Baas aBpY®iiAii I FLORIDA CONTRACTORS LICENSE NO. CRC1330146I LFB EEZE PARKWAY GULFBREEZEFLORIDA3 F 0RIDA 32 5 3000 GU R I PORT ST. LUCIE IVI Job Information: LO LO V ai L � M LJ (a) r o U Q � cH 3 00 w > nl v a O JW m o -jMU)U) Tj Model Name / Number: 1512 ® I Plan Issue Date: Wednesday, June 9, 2021 VI KA PROJECT NUMBER: 21-8340 Sheet: Of COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT BOTTOM MARK SPACINGj SPECIES CAP.(P10NO BW1 16" OENAILS SPF UPLIFT BW2 V(2)6d (MAD)dSPF 402) 18" 10d PLATEBW3 •)W/ (6)10d SPF 803 ) 10d PLATE BW4 7 16" (2)16d TOENAILS (2)16d TOENAILS SYP NO UPLIFT SP2 W/ (6}10d SP1 W/ (6)-10d BW5 16" STUD a 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SP1 W/ (6}10d SYP 878 18' STUD, 6 JOd PLATE STUD, 4 SOd PLATE BW7. 1 12" (2) led TOENAILS (2)16d TOENAILS SPF NO UPLIFT SP2 W/ (6}10d SP1 W/ (6}lod BW6 2 12.. STUD, (6)10d PLATE STUD, 4 10d PLATE SPF 635 BW9 ' (2) SP2 W/ (6)100 SP1 W/ (%10 SPF 1070 12 STUD, (6) 10d PLATE STUD, (4)10d.PLATE BW10 12- (2) 16d TOENAILS (2) led TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6}10d BW11 �" STUD 6 10d PLATE STUD, I4 10d PLATE SYP 585 (2) SP2 W/ "" 10d SPS W/ (ep10d BW12 12" $TUD, (B)J.Od PLATE STUD, (4) SOd PLATE SYP 1170 BW13 NOT USED DOUBLE 21 TOP PLATE TOP OF WALL ,L SEE PLAN T` MASONRY WALL OR ICF WALL. BEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S3 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF08 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ 12)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEOULEA13OVE F.F. SEE FOUNDATION iP PLAN FOR MORE 2x P.T. W/ 1/2 A B 0 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2 A.T.R. W/ SIMPSON SEr W/ .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.; SIMPSON 1/2". TITEN HD W 32" O.C. 7/16" 03B PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4-W SEE GENERAL NOTE#B BRIG. 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 #2 UNO ON PLAN. 3. CONNECTIONS TO 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 "8 INDICATED ON SECONDFLOOR BASE CONNECTIONTO IGNORED. SEE " WF06/53.10R INDICATED DETAIL FORPROPER CONNECTIONSFOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS ISFOR 2STORY PROJECTS REQUIRES WALLIS CONSIDERED A SHEA AND REQUIRES MIN. 6. IF "SW" INDICATED HEW AND EDG 7/SB" O56 PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL S W/ 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SMEA RG SEE AAND WALLSSECTIONS FOR STUDSPACING AND GRADE WALLALLS. 8 . IF THE BEARING WALL IS INDICATED WITH THE 13WLU BW7 BWIO THESE WALLS ARE ONLY LED TO THE NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED SUPPORTING THE FLOOR LOAD AND UFF, PLATE AND THE 2z PLATE CAN BE ATTACHED HARD CASED NAILS )GUN NAILS) AND WILL TA NOT REQUIRE THE ANCHOR BOLT ATTACHMENTTINDICATED IN THE WALL SCHEDULE. THEBEARINGPLATE 9. SP1/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PIATE TO ACHIEVE THE TABLE LOAD. 10& 0,14W DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 0) 2 x 4 92 SPF 14) - led TOENAILS: 0 C2 2 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4"11/2- 2145 (3) x4 .X SDS SCREWS (3)2x 4 SYP#1 OR (4)-16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 D7T2Z W/ 1/2- WEDGE ANCHOR-& (8)1/4" X 11/2' 2145 SDS SCREWS C5 4 x 4 PT-#2 ASU44 W/5/8"ATR**. U=22W SYP POST & (12) - 15d NAILB 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G -12000 CB SYP POST &(12)-16d RAILS U-2300 Sx8P.T.#2 ABU88W/(2)-5/8"ATR** 0=24335 C7 SYP POST &(18)-16d NAILS U=2320 CB 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI 1­401­15-SDS2.5 W/ (14) 1/4" x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR-' 3.5 x 5.25 P.L. HOU68D52.5 W/ (14)1/4" x CS 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF FXTA ANCHOR, OR ATR*- C10 3.5 x 7 RL. 1.8E Fb-24DO PSI HDU&SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 PA. 1.8E Fb-2400 PSI HDU&SDS2.5 W/(20)1/4"x 21/2" SDS WS & 7/8". EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR**- 7 x 7 P.L. HDUBSD52.6 W/ (20) 1/4" x - C12 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8• EPDXY 7870 WOLMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH, STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/8-3 4. MINIMUM BOLT EMBEDMENT; 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR s" EMBEDMENT FOR 7/8" ATR S. IF LC) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS. NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LBE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.4.EM3TH NAIL SPACING Ed 0.131" X 2'h" Od31" X 2'A" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 V " OA31" X 3'4" NAILS & TOP PLATE 12d OA48" X 31/4: OAS1" X 3 "A" B" O.C.(COMMON) STUD WALL 6" O.C. GUN NAJIJ CORNERS 10d 0.148" X3" (1.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0:16T' X 31h" 0,131" X 3'A" (2) 1GD)COMMON) SEE PLAN (3) l6D ( GUN NAILS) HEADER SCHEDULE MARK HEADERSIZE REMARKS Ht (2) -2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" LLTCH PLATE THIS SHEET H2 (2).2X8 W/ 1/2" #2 SYP FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2) - 2X1 #2 SYP SEE GENERAL HEADER NOTE #5 W/ IJ2" FLITCH PLATE THIS SHEET H4 (2) - 2X1 92 SYP SEE GENERAL HEADER NOTE #5 W/ 11T LITCH PLATE THIS SHEET (3) -13 "X 11 1/4 ATTACH TOGETHER W1(2) BOWS 114" X3ltZ H5 LVL 2.0 Fb=2600 PSI SDS WD SCREWS @ 16" O.C, TIP, EACH SIDE (2) -1 3f,4" X 8 114 ATTACH TOGETHER W1(3) ROWS 11V X 3 UT Hti LVL 2.0E Fb=2600 PSI SDS W'D SCREWS O 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) 11) (2) 4 0'-W-O" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) G NERAL 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 4NSTRUC'fIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON E 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 MULL S 1 2d COMMON NAILS P Y HEADERS TOGETHER W 2 ROW 1 M N / ( ) AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT, SPECIFIED CONTACT E.O, R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) OsB FLTCH PLATE NAIL SIMPSON L5TA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 1 d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EA H SIDE COL. U.N.O. ON ROOF PLAN. (2)-2 x 10 SYP W/ 7/16° PROVIDE 2 CONNECTION:( ) SIMPSON LSYA24 OR (2) M BEAM 08B FDTCH LATE. NAIL TOG ER USING SIMPSON HTS20 TO WOOD POST 2* ROWS OF NAILS 12" OR (2) SIMPSON HETA16 TO CMU EACH O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. ( - x12#2 SYP 71" 2 S / / 6 ONNE TIONf PROVIDE 2 c c PR ( ) SIMPSON LSTA24 OR (2) M3 FLITCH PLATE. NAIL BEAM TOGETHER USING BEAM SIMPSON HTS20TO WOOD POST ROWS OF NAILS B 122"- OR (2) SIMPSON HETA16 TO CMU 0. C. TYP EACH SIDE Gob U.N.O. ON ROOF PLAN. 2 - 1 4" x 111/ 3 4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSONN LSTA24 OR M4 TOGETHER USING (2) ROWS O Hi520 TO WOOD POST 1/4' x 3 1/2" SDS WOOD OR (2) SIMPSON H CMU OR (2) SIMPSON SCREWS 016" O.C. TYP. OF PLAN. N. COL. U.N.O. ON fi00F PLAN. EACH SIDEI (21-13/4�x 117/8"LVL M5 E SI P51. NAIL BEAM CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) USING (2) ROWS TOGETHER U TOGETH TO SIMPSON HTS20 TO WOOD POST J. i/4" x S 01 SDS WOOD SCREWS 16° O.C. TYP. OR (2) SIMPSON HETAl6 TO CMU E EACH SIDE COL. U.N.O. ON ROOF PLAN. 121-13/4' x16' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1"/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS ®16" O.C. TYP. OR 12 ) 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 II OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT T BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVA FROM THE E.O.R. SIMPSON LSTA 12 STRAP 6 NAILED TO 2xw/ TO TIE ANGLED CORNER RIPPED 2x2x TOGETHER ® SILL, HEADER @ 4 CENTER (2 30d AND TOP PLATE I ON A N i� 38'-0„ 13,-6" 13'-4„ 11%2" 10,-0x 3'_611 7.$„ 3'-6- O 2 gg m OBL 25 SH t 35 SH �-a -PRE-CAST LINTEL BOTTOM @ 6'-8" - EGRESSqrm MASTER BEDROLANAI Bws DINING VAULTED CLG. VAULTED CLG. NVAULTED CLG.13'-4": ❑ A4,_4„ OG.T. (2) 3050 SH NG.T.-_ __ -__--_v-__ _ _ _ _ M it _BW3 H4 -- o 3:12 ',z _3:12 .m-I C SLOPE SLOPE U, 33.,4" z 14,-3d 3.-0„ ._2" 6'_3" 'm a GREAT ROOM :BAR --- VAULTED 36" FLAT rl TOP ON 341h" CLG. Q WALL /^�' G ,__ ' m I _ J 266g 2668 z ro N KITCHEN y O i�rT713,_6", � PROVIDE PLATFORM ' VAULTED CLG. I dFOR AIR HANDLER - ,I VERIFY SIZE W/ t? I dv MANUF. R . 3'-6" 3'-4' 2'-10" � RANGE HOOD o 1668 'L H fN M. BATH `p N 5 $ VAULT CLG do . z A/C 10 w V V o z , o - w N ' - - in O ❑ : a Z O J 5.-10-, 4,-03%6" 2668 , ti 1 ,U co z °D N N , N LAUN N im BEDROOM 2 W.I C. I= 8'CLG : VAULT CEILING =O 8' CLG I N ' U) 7'-6" : 6' 2" 4'-0" 2'-6" 12'-0" w N 3X5 L9 ) � p� � III W1 „ F.G. Od' -- - ' SHWR ------------ R/SH fn) co io Ir NOTE: BUILDER TO PROVIDE VTR M HANSON BOX WH• APPLIANCE PROTECTION IF LGT. 3 '-0" @ 36- AFF ❑ 266 REQUIRED BY MUNICIPALITY.---- adNo 0 0 SEE SHEET 4 FOR DETAILS � ' � ° O ' PULL DN STAIRS ' LOCATE IN FIELD I SEE ENERGY FORM 22 1/2" x 54' I FOR WALL INSULATION _ _ _ _ _ _ _ _ REQUIREMENTS m 00 BATH 2 '- ' VAULTED CLG a z 2 CAR GARAGE F YE O1` in to.. r ------- ---------- 8'CEILING 10'-0'CL . N m V I I HOSE O -- BIBS MAX DIST 24' O.C. 2 x 4 STUD 1/2" RED HEAD @ O 2 x 4 P.T. PLATE w/ R.O. BAY WINDOW 7"EMBEDMENT'. __•____-______, I SIMPSON LSTA 12 STRAP RIPPED 2x ON BEVEL TO TIE ANGLED CORNER NAILED TO STUD TOGETHER @ SILL, HEADER (TYP.2 SIDES) AND TOP PLATE IDOW DETAIL dE SCALE: N.T.S.. 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B +27.6 / -29.9 B +27.6 / -37.0 © +26.5 / -28.8 ®' +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 ® +24.3 / -27.5 O +233 / -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 2XEXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. RS02.5.1 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. 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 b not less than 1 2 Inch 12.7mm Pr Y / ( ) gypsum board or equivalent. 4. R312.2.1 Window sllls In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished Floor and greater than 72 inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following 13 listed methods). 5. R308.4.2 All windows within 2'-0" of doors and In shower or tub areas will be safety tempered lass. 6. Calling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8' COX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g.. attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding Surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502.4.5.1 through M1502.4.5-3 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 70 screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer Specifications N o ' 2668 4068 N 0 N(W F313 S-3 5'-10" 3'-6" 2'-0" TA" ----------------------------------- MS03 , 3068 S1 EGR SS �4 TYP. I I TITAN , ABV. BEDROOM 3 REVIEWED half PER E OVATION ~ 8'-0" CEILING COD COMPLIANCE A ST. UCIE COUNTY l0 4 ,r r TYPICAL AT /1 MALL BAY S22 l,a ,o„ro.M.'. G ti N3 WINDOWS 13OCC OI ENTRY SEE SAY WINDOW 16X7 OVERHEAD DETAIL ON THIS PAGE ?�so EGRESS ryp`0� 24N 2'-0„ 2'-0' _ 2,-0 5'-a" 2, -0„ 2,-0„ 20'-0".. 4'-8"13'-4 FILE COPY. 38'-0" AREA CALCULATIONS FLOORPLAN TOTAL LIVING (AC) 1512 S.F. ELEVATION "A" & "B" GARAGE 390S.F. SCALE: 1/4" = 1'-0' COVERED ENTRY 28 S.F. COVERED PATIO/LANAI 87 S.F. TOTAL AREA UNDER ROOF 2017 S.F. I 06\ 0 TOrj J QP•�ENSi;' �°� C" Tg6A .-k S OF ' m b 5T:Eh ° rTrcr Tf TT1`° m N LO Pm e= e F90 3Q � a w w 1=� ;4 O O O Y P=e�B & WNB�a & O J a I- LL F B ® o N K NMM.FDSENG.COM ❑ ❑ ❑ 0 z pp 8 z C4 0 LQ a y - N I(T� O nm 4w W � 0 � l.J (D w i V1-:, F - U E ie 0 8 ,." UIla O bD A DAMS BOMBS IE i i FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 00 O Z x-I W c0) m M -0 M ti s DT N 4i a 3 z ��Lm LC) I O co U) U) VI Model Name/Number: 1512 Plan Issue Date: Wednesday, June 9, 2021 VI KA PROJECT NUMBER: 21-8340 Sheet: Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. REINF. GRADE F SEE PLAN CD / a k Z p• N � •161 (2) #5 REBAR BEARING FM01 SINGLE STORY FTG 1/2"=1'-0" REINF. SEE PLAN #5 REBAR FM03 ITHICKENED EDGE 11/2"=1`0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR FIN. FLR. ALIGN DRIVE W/ BOTTOM OF " RECESS & PITCH DRIVE n •' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS SO" O.C. TYP. 16 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2"=1'-O' 2x BRG WALL 2 STORY: 20" X 20 (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIEN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED,. 2 4" 25100 PSI':CONC. SLAB W/ 6X610/10 W W M, OR FIBERMESH /RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANOF'S INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FrR, TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W% MANUIR SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE UA.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED JESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXITERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF /4 OF THE THICKNESS OFTHE SLAB AND SPACED MAX. IVAPART- FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPR VED METHOD. 7 NO D S AKES PERMITTED IN FOUNDATION. 8 PENgING SI'1J(E CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOW] G C. TO: DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12- BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO QOORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWNTO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIRCATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE! CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. MARK SIZE DEPTH REINFORCING GRAVITY CAP. I55 F1.0 1'-0" X CONT. 1'-0" 2 #5 E.W. BOL 200D P2,0 201,X 2'-0" 1'-0". 3#5 E.W. BOT. 7200. P2.5 2'-W X 2'-6" 1'-0" d #5 E.W. SOT. 11000 F3.0 d-O+X 3`0" 1'-0" 4 #5 E.W. BOT. 15600 F3,6 3 e" X 3'-6" 1'-01. 4 #5 E.W. BOT- 21WO F4:0 4 0'x 4'-0" 1' 0" 5 #5 E.W. BOT. 28000 F4.5 4.81^I:X 4'-e" 1'3" 5 #5 E.W. BOT. 34500 a 1'-4' 6 #5 E.W. DOT, F5.0 5`-0 � X 5'A' 42600 X 6'-0" 1'-4' 7 #5 E.W.. BOT. 615M 8" 4" REBAR FM11 STEP DOWN BRG. FMOL2 STEP DOWN NON BRIG. SEE PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FFMy32A DETAIL FOR MONO. OPTION. I OPTIC NAL CURB FOR F.F. VARIES MASC NRY @ ELEV. 0'-0" W/ ( - #5 BAR COW. ^• '� ° ' I , 2 STORY: 20" X 20" REINF.. N • I W/ (3) - #5 CONT. SEE PLAN ;'►'° (2) #.5.REBAR M02 SECTION @ GARAGE 1/2"=11'-o" I i SEE PLAN 1/2" = 1'-0" OPTIONAL CURB SLOPED GROUT nW I SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o TYP. SEC. ELEV. 0'-0" WITH CURB (1) #5 BAR CONT.. J8. (G.C. VERIFY) c0 II II Z v F.F. REINF. f ro P. +�;' _ - • • (SEE PLAN) d • 2 45 CONT. 1 _ INSTALL LINING. 2 #5 BENT BARS W/ MIN. 25• LAP SPLICE MATERIALS PER FBC-R P2709.2 I MUDDED FLR. #5 CONT. 16" I� SLOPED TO DRAIN M • � ; . FM14 I SECTION @ RECESS SHOWER >/z•=r-a' FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY Bo 45 X 25" X 25" o c CORNER BAR ONE N E FOR EA. 'HORIZ. iv REBAR, TYP. U.N.O. - • (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/z"=r-o' FM23 TYP. FND PENETRATION 1/2"=1'-0 STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF PARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL O'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS �674# 51.8. >2'-0"-3'-0" 101, 101. 20" 24" W/ (3) #5 BARS '. 674# 5'4" >3'-4" - 4'-0" 12" 12" W. 32" W/ (4) #5 BARS 845# 4'•0' W/ (5) #5 BARS COIL >4'-0"-5'-4" 16" 161. '18" 4B". 118292'8" & #5 @ 18" O.C. T � NSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOITIES- 1. VEL TICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL ' I RSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM i SR ZING STATED IN SCHEDULE SEE CHART ABV. -MAX. EC.. " 2- W.1 V.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING (D.C.) � A� � Wil LL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND W.W.M. TO BE TIED TO #5 '�ERT. F.C. ABV. PON. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO CONT. REBAR PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM 11)#5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR EE NOTE 3.IF EM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR. TO 04 TURN BAR • STEM #9 CO QSTRUCTION FOR MORE INFORMATION WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0" = FILLING IS TAKING PLACE EA VERTICAL TICAL I CONT. TIED TO 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" HN VERTICAL REINF. + ° II V 46" RN GRADE-8" MIN. .0 O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TO TOP OF ' h # TALL (TYPICAL ALL CORNERS) STRIP FTG. 6.IF TEMWALL IS WITHIN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS COMPACTED CLEAN FILL " , • "`.� $ " , 7. AL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. IN MAx12" LIFTS 8.R4 3.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG. W/ QTY OF "MIN. COVER G *SEE NOTES THIN12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF. PER SCHEDULE 5 WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'.D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE NTS LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING CLEAN TO SANITARY SEWER 1B 38' 0" A/C COMP & PAD - 4" CONC. SLAB W/ 8" X 8" TWIN13' 6" 13' 4" EDGE 3'4" 7' 0" 3' 2" 5' 4" FM03 7cl2on FM01 3 3 ■ ■.____—M_0-1_1_ _____a- _-_ __ _________________ ■ ■ ,;' ,, m FM11 FM11 o U ; STEP DOWN 4"' e 1 ao ; , V O9� I FMO1 ti` --1 Ild ' PROVIDE CHASE — FOR HVAC UNIT D ' , I_ �J ■ �f ��� 00 ' PROVIDE ELECTRICAL & PLUMBING L l5 Q� �Q SERVICE THRU SLAB@ ISLAND ■ LOCATION TO FLOOR) �I 7o I ; ■ in (REFER or LPw\Q P R � s I FM01 II s loll JJ I I 3 v LE. IF - —' I ao ' r N I A/C III ,-1.-._-"� -a.- _ ___ ___ _________, I. -I, Io, I I , _ LL JJ 1 , L'L JJ W ■ W iN 3' 2" 10' 2" 4' 611 20' 2" iv w Lo o 00 r -r_—_�_ —: ____ F 1— , I FM12 r _ _ _ rr _ ,1 I I I F.G. I I 3 I D 1 1 1 W 11 IN J1 L J L,y = J , 1 VTR MAX. 10' 9" 2- 10" 3' 3" 1' 10" It I`H, LOT. 35'-0" HANSON BOX—1 ' a ■ @36"AFF i $ ; L___ - -- - - JJ y x F I 1 1 FM12. -3 1 19' 4" 1 i 5' 4" 13". 4" , C.J. SEE NOTE 6 ' p ■ O I I ■ — �z , w N ■ ' ■ STEP DOWN 4" O 1 1 J y 1 I - O HOSE ' FM09 ' 1 x O FM03 I I ti BIBB i I 3 --------------------I -- ------- -- N N 2- 0" 161011 20-0" 2' 0" 2' 01, 2' 0" 5' r 11 4,.8" 13' 4" 38' 0" OMPLIANCE LU6-FIE COUNTY BOCC FOUNDATION P L/ E COPY ELEVATION "AI' & "B" SCALE: 1/4" = 1'-O" ��� Q4• ""ENS �iS''ia s N0 ° �-o••• ,PEE ,oe S1001 v�`*� / /1/111/NIIY � N N C N 'S 8g ■ t� In 1- �r:w g (. A coN "e-2 0' wa c 8,E �P£ 8�g w'q_� a a�{LL� w y y o Q Z= 3 Z Y 0`3 w 5 .4 ■+R�m� ¢ O J ■ ,pc m m 053 �i 0 o y O Z F 5 at o WWW.R)SEN6.COM ❑ ❑ ❑ IZ — o g Z N p Z Y a y — N 2 N M W (A pW c N = �M U ENE ME 0 0^� c U9�� Q N O p A 'DAMS HoM 9 FLORIDA CONTRACTORS LICENSE NO. CRCl330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z � ri In W CI y M M m .. r- L y a > a)l� ." " F--. 0 Lo - o_IED� Mt J m cn Lo LL ® Model Name / Number: 1512 Plan Issue Date: Wednesday, June 9, 2021 KA PROJECT NUMBER: 21-8340 Sheet: Of. FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,512 x 3 = 4752 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (5) 4500 BATH FANS 1100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP, CIR. = 33,086 SUBTRACT 100 % OF FIRST 10,000-10,000 A- 23,086 HVAC CIRCUITS A/C (AIR HANDLER &COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0100% = 10,000 + 40% OF A" _ (.40 x 23,086) = 9,234 + 100% OF B" = (10,000) = 20,000 TOTAL WATTAGE = 39,234 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 163 ASSUMED EDGE OF WALL � 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL ERA-3n 7 (ALTERNATIVE PROTECTION BARRIER W w J W BIBB INSTALL FAN ��yy BOX PREWIRE WP GFI j INSTALL FAN BOX PREWIRE\6 d 01 GFI GI FAN N PREWIRE ^� �y �y �q SP (` O , / GFI -- i FI / i ' ; , :GFI 00 220 GFI GFI FOR HOOD GFI \ I^I INSTALL FAN �{ } JBOX PREWIRE : _ I D III W I I ' 1 220 1 I L GFI J I 77, 220 GFI @ 42° 'bb t1D v w ATTIC ELECTRIC : IF REQ'D BY CODE J a / _ PB CM W- d � l ------------------ GFI (I/ GFI I FOR GARAGE @ 42" (P\ DOOR OPENER NOTE: ' NOTE:. _ : LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SERVICE INSTALL FAN DOOR IS PROVIDED A DISCONNECT SHALL , r BOX PREWIRE : BE ADDED AT METER LOCATION. DOOR I BELL WP ' GFI NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN ELEVATION "A" & "B" SCALE: 114" = 1'-0" GFI FOR D/W LOCATEDIN ADJACENT CAB ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOXTO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 390AFF 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 22.7 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). S. 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 38" 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 R450L17.1.14. 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 AWASHING 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 1,8" FOR SINKS AND RANGES INSTALLED 1N CORNER COUNTERS. ELECTRICAL LEGEND (10 SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %\ FLOOD LIGHT $4 FOUR-WAY SWITCH V $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE �0-u n TRACK LIGHTING -SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET J1,,LL v GROUND FAULT INTERRUPT V) Lu ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT Q 220 VOLT OUTLET O-- DOOR BELL ® SPECIAL SERVICES OUTLET Op P DISPOSAL [TV T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING � ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT GARAGE DOOR® PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 -- 2/D COPPER OR 410 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP AIC DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE INTERSYSTEM # B TO 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 MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. REVIEWED FOR ':ODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY 00 iC �g F m � at at rt MIT O Za�o p m LL 11W Z. � at h o��o ❑ d CI YJNW.r-0aENG.COM 0 z o— 0 " Z 0 Z a y l a. n Z CN m 4-0 � V) W (1, cmm .M U .01 E. W t c U id '; a s 4C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE T Jobinformation: 0 I— z oMLo LL1 m i � C7 a+ G Ln m M ®J w M p m U) W Lo L FT —Model Name / Number: 1S12 Plan Issue Date: Wednesday, June 9, 2021 Fj KA PROJECT NUMBER: 21-8340 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION 12 �6 T.O.M. HD. HGT. El ro LITE TEXTURED DECORATIVE ° 1A3 SH ED CEMENTITIOUS'COATING RAISED SMOOTH rD TEXTURED BANDS RETURN 2'-0" 0 SEE FRONT ELEV. FOR SIZE &STYLE -------FIN. FLR._ -------- - LEFT ELEVATION SCALE: 1/4"=V-0" 48' OFF RIDGE VENT 6 m 0 a0 ap io FlN. FLR. 35 SH 3050 SH. 3050 SH DEL 25 SH — - — - — - — - — - -- 2868 DOOR LITE TEXTURED DECORATIVE — CEMENTITIOUS COATING REAR ELEVATION SCALE: 1/4" =1'-O" 48" OFF RIDGE VENT 48• OFF RIDGE VENT 48" OFF RIDGE VENT T.O.M HO. HGT. — - — - — - — - — - — - — - — - — - — - — - — - — — - - — - — - — 0 D LITE TEXTURED DECORATIVE Eo RAISED SMOOTH CEMENTITIOUS COATING TEXTURED BANDS RETURN2'-0" SEE FRONT ELEV. FOR SIZE & STYLE FIN_FLR. 1 2050 - — 25 SH 23 SH T.O.M. b in - _RN. FLR. SIR Soffit product provides Ridge vent provides 4.12 net sq In / of 18.00 net sq in/M Off ridge vent provides 138.00 net aq In / sf Overhang distance L33 ft S.F. of Area to be vented (SF) 2017 s.f: Total needed for exhaust for upper 113 484 net sq inches Total needed for intake (soffit area, lower) 484 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 27 Lineal Feet of Soffit needed to meet required 88 Lineal SF, provided by plan 1 177 RIGHT ELEVATION SCALE: 1/4"=1'-0" NOTE: 8" OVERHANG ON THIS ELEVATION O ENTRY BRG @ ENTRY_ �C) Ion ,•�`•° 4 ;.'GIN S E � ' S Peeie' .� •.* e N O 0,N W. LU ca d®it ta7i11t®1 °ai 'S to r g A w LO OD go g'€ e Q $ •• ik 9A tk m Ao l'6� 0. Rm ti O mg a y a &.fig a Q� LL a W 3 w y O=mw o WZvE—g5o Its z o sx a s 3 F- a Ls LL \ s L gWg 0 6 vt 0 22. A W °£1, WWW.FDSENG.COM ❑ ❑ ❑ z $z 4 a r a N z � w v Co to as w E �m o�o W vY a �o°a Al SED D• _ 11 �■ 11 • 0❑�❑�■ ��00 � � 11 �� 11 FLORIDA CONTRACTORS LICENSE NO. CRC133,0146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST.: LUCIE Jab Information: 1� O z �0 0 0 w LO m L N a y N z 1-�C) In a O J L' U^ m LO o LL J m ch N FT —Model Name / Number: 1512 F Plan Issue Date: Wednesday, June 9, 2021 F KA PROJECT NUMBER: 21-8340 Sheet: 5 Of: ELEVATIONS-B FOR WIND SPEEDS < 155 C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0". MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET. TB03 USED, THEN THE ALTERNATE O IS NOT REQUIRED AT HIP SECTIONS FOR WIND < 155/C M G.C. TO PR BLOCKING W/ ADA RE FOR SPAN SHEATHING SEE"HIP/R BLOCKING" Z W a 2 AN IME ATING OF DGE ME memo Sol Mill mill BOTTOM CHORD GABLE END BRACING 0 OP CHORD 2X4 #2 SYP 4'-0- O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO57 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 1160.10 MPH WIND SPEED (ALLOWABLE) 1123,9 MPH EXPOSURE CATEGORY I B WIND PRESSURE ANDSUCTION PSF EFFECTIVE ( ) HIP ROOF>20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:121 [12:12] (SO FEET) I(-) VALUE DENOTES SUCTION a=4M AREA ROOF 1 2e 2n 2r 3 e 3r 1,a I,a Le HIP 1 -37.02 1 -51.06 51.08 -51.06 10 GABLE -37.00 -37.00 -58.99 -58.99 -5 .98 -76.03 AND TILE); 1 (D ROOF NAILING SCHEDULE/ RAILING ZONES (SHINGLE ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD T ZONE 2e, 2n, 2r.. 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: SHINGLE: 1R32" EXP. 1 (AUza) O 1Q T TILE: 1232' EXP. 1 (Q20) NOTE:. �L 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Bid (2 38" x 0.113") NAILS RI r 'k 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN ''32", SHEATHING SHALL BE FASTENED 1,a I, I.a I.a 1. �T �� '�faa==f44ft WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .1207 NAILS D TRUSS 2x4 #2 SYP OUTLOOKER 3. GABLES- DROP G ABLE END 8 1 ADDITIONAL DROPPED U ,A ROOF 20 TO TO 4� DEG. GABLE >� RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST4 BAYS WITH (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOI FITS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le, O NAIL AT BASE 2 ROWS 04.O.C. w/8d COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS G 4"D.C. w/Bd COMMON NAIL © NAIL OPEN ING PERIMETER w/(2) ROWS ® IV' O.C. wl Rd COMMON NAIL. D N NAIL INTERIOR C w/Bd COMMON Q NAIL O 3 0 O STAGGER ALL VERTICAL JOINTS & NAIL @CDC .1 Sd COMMON NAIL O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C, (2) ROWS O TOP & BOTT. © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. 15/32' OSB _ EXPOSURE SHEATHING II II PROVIDE BLOCKING I II II AS REOVIREO PER SECTIONX-XIFNOT _ I __ ------- FULL HEIGHT SHEET - - - --` O FLOORSYSTEM . NOTE 80 NAILS FOR WALL SHEATHING MUST BE DO NOT OVERDRIVE NAILS: FASTENERSSHALLNOT PENETRATE SURFACE MORE THAN >e" (2)- 2x TOP PLATE BEYOND 1512. OSB EXPOSURE SHEATHING LL�0 p ON Up o �ilpp 41 IF ALLSH ATHING 2x4 P.T. BASE PLATE BEYOND SEE A PLAN 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM l ____li___ Ix I 11 SOLID 2x BLOCKING w 11 11 II II I @ ALL SHEATHING W III III 111 II II II I 111 11 II II I EDGES x rn III 111 11 f( H I ILIII (SEE SECTION x-x) o III III III C L o_/ II H I IN III II D II I ul III OPENING 1n n u 11 I llIII II II I I III.. III ill II 111 x 11 91 I 11 I W I g '� III C III_ _ L- m III III % 11 11 1 E III IIII IIII -,Tr----rt--F 11 I IIII I I I� 1 III II I II I II 11 11 II I II II 11 2x STUDS BEYOND. O 1u7yI SEE PU1N � NI HII 11 1 I 1111 IT 11 1 II I I I I II I. III 11 11 1 a a g� IIII IIII IIII I I ❑ III If It IIII IIII 1 I I I I I I III II II I III II 11 1 �z IIII 111 I I' 11. I I Il IIII I 1 I II 1111 II II II 1 ll It 11 I VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3M "S"-NAIL 3➢8' SPACING aW 2• IS SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 711IS" FLITCH PLATE TO W/ (2) 120 TOENAILS EA. END. NAIL FLRCH PLATE TO VERTICAL W/ (4) Sd NAILS (2) 8d NAILS 0 3' O.0 SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATIO AND NAILING SCHEDULES N.T.S. co I N In 0 F_ ROOF C ITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG ® GABLES U.N.O. SQUARE CU1 FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING CONNECTOR SCHEDULE FOR: ADAMS HOMES-1S12 ELEV B BASE. TRUSS ID BEARING POINT TRUSS ACTUAL- CONNECTORIO CON NECTOR UPLIFT DESIGN .RATING FASTENERS .NOTES"' .UPLIFT T01'AQ9, ALISC-,A156C, B01-BQ2 L/R 906#.Hess HETA16/HFA16 1810#/1810# (9)10d x:11/2 910d xi12 (12) 16d (2)HETA16/(2)HTS20/(2)HT520/ 2365#/2620#/26209/ (48)10d xll/2 a10 L/M/M/R 193fi #or less .D)HUA16 2365# (48)10d81-1/2 (12)16d - A16B L/R 18729orless (2)HUA16/(2)HETA16 2365#/2365# (12)16d 12 16d 001 L/R 596#or less MTS12/MT512 990#/990# (14)lOdxl l/2 141adx112 J 05 UIV C 5V, ED E➢V El7VP FIR C1 Hnv L R 350#0 less PER MFR HETA16 E 1810# 9 IOdx112 O / ❑35-CJSS, E175 L/R 201 #or less. PER TRUSS MFR Ol L R / 204#or less TRUSS LE 2H2.SA PER M 1130p 20 Sd ( 1 Z02 L/R. 186#or less H10A/PER TRUSS MFR 1040# (18)IOdx11/2 TRUSS MANUFACTURER: RFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS 4/15/21 L- LEFT, R= RIGHT &M MIDDLE SEARI NGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER 5 TRUSS DRAWINGS. ALLCONNECTORS ARESIMPSON PRODUCTS 131 1 11 1-2" N M ADD (1) SIMPSON SDWC 15600 O.C. TO TRUSS VDPLAT 0 16" BELOW 1 .1 ADD [F.1] CONNECTOR AT #15 BRG. POINT TOP 8L BOR. ALONG W/ ADDED 2x BLOCKING 3/12 Vault 10,4, CIg. 3/12 Vault 10'-0" CIg• 8'-0" CIg, 10'-0" CIg- 1 II TB15 D D O it N IN 201-0" 4'-8" TRUSS LAYOUT PLAN-B SCALE: 1/4"=1'-O" me-] 10 LISP -CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF GYP CONNECTOR&FASTENERS BPF SYP OFRAME TO HETA13w/(9)H]dx11/2"OR HTA1Sw/(I0)10dx1112"OR MASONRY HETA20w1(9)10pxl 112" 181D HTA20w/(10)10dxl 12' 1586 1870 O FRAME TO H2.5AW(10)Bd NAILS 595 585 RT1A w/(10)IkYNAIIS $1$ 585 FRAME OFRAME TO H10Aw/(18)10d x 112" 1015 1040 RT16AW(17)10dxl V2" 895 1020 FRAME H1N42 w/(18)1W x 11/2'AT2 PLY TRUSSES 93Q 108D RT16-2w/116)1Wx112°AT]PLYTRUSSES 935 1060 O FRAME TO MT512 w/(14)1Wzi 12"(ATEXTERIOR SW w0 MTW12w/(14)10dx1 U2•(AT EXTERIOR 10DS 1195 FRAME LOCATION INCLUDE (3) 12d TOENAILS) LOCATION INCLUDE I3)12tl TOENAILS) O FRAME TO MOT w/122)10d NAILS AND 61T AT.R.W/12" �� 3085 MUGT15 w/(28)10d NAILS AND&$" AT.Rw/ 3330 4495 IN MASONRY EMBEDMTw/SIMPSONSEP'EPDXV 1T EMBEDMENT w/SIMPSON"SET'EPDXY FRAMES LOCATI/(24)10dx1 t12"(AT EXTERIOR HTW20 wA24)10tl z11/T (AT EXTERIOR F 1125 285 1530 1310 1 O LOCATION 312d TOENAILS O 112dT NAI S FRAME 1 1 LOCATI N NCLUDE OE L 2 IFIEW) w/4810d x 112" AT EXTERIOR 2 HTW20w 4610dx11/2" TEXTERIOR FRAME TO () ( ) ( LOCATION N ) (A Q 2260 2820 2670 3080 FRAME. LOCATION INCLUDE 16112tl TOENAILS LOCATIONINCLUDE IB)12d TOENAILS (EA) FRAMETO HGL2W61610d NAILS AND 2 51T A.T.R. HUGT2W/ 1810d NAILS AND 2 618" AT.R. w/12"EMBEDMENT w/SIMP30N"SET" W/ 12" FORS -ON SET' O 10690 1 7020 9790 MASONRY EPDXY (HGT.1 FOR 3-PLY) EPDXY (HU1373 FOR 3-PLY) OFRAME TO FGTR W(18) 1JVx 3' BOB WOOD SCREWS RFLJSw/(12)WS3WOODSCREWSA14D H MASONRY AND (2) la' x 6' TITEN HO ANCHOR BOLTS 3400 4125 (4)3N"x B'WEDGE-BOLT 7100 O. (1) LGT2 W/ (16)16d SINKERS FRAME TO J1 &V)1/4"x2114"TITEN2 1750 2MO MASONRY SEE NOTE#6 BELOW FRAMETO (2)LOT2 w/(32) 16d SINKERS 8114) O 360OW 44SaM (2)LUGT2 w/(32) 16d SINKERS a(10) 3100-M 3100-M MASONRY 1W z21W TITEN(2 PLY TRUSS) 32f 3T/0F 114 xS"WEDGE-BOLT 12 PLY TRUSS) FRAME AD OR 16d SINKERS FOR FRAME(EA) OR(32) 1 Ed SINKERS FOR FRAME (EA) 38D0-F 4520-F FRAMETO (2) L3T3,d(24) 114"x3"SDS SCREWS (2) LUCIT3 w/(24) 1W x 21/2'WS25 5010-F4 6960-M BA80-M 7D50-M J3 MASONRY/ &(2) 16d SIMEEN(2RFRAME(E SCREWS &d SINKERS SFO FRAME FRAME OR(52)i6d SINKERS FOR FRAME (EA) 5010E 6960-F OR(56)16491NKER3 FOR FRAME (EA) 8480-F 7710-F O BEAM TO HU410 OPT HUC410 w/(18)16d&(10) 1W OMEN H0410 OPT H04101FV(W) 16d&(10) tad G#SOBO BEAM NAILS U#1895 NAILS U#1950 BEAM TO HU410 OPT HUC410 w/(18)TREN G#4503 HD4100Pi HD4101F w/(20)1/1'x3" G#3385 MASONRY 1/4°x2 ffi4"&(10)tOd NMLS UA1800 WEDGE -BOLT 8110)IOtl NAILS U#860 ©SEAM TO HU46 OPT FILI W I6)1 Dd NAILS & G11540 G#3000 HD48OPT HU46w/ (6)10d NAILS & GWI625 GE2015 MASONRY/ (12)1/4"x23N"TITEN(TOMAS.) U#980 U#1136 (12)1W x 234"TAPGONS(TO MAS.) U#1030 10850 FRAME OR (12) 10d & (6)10d FOR FRAME) SYP-F SYP-M OR (12)16d & (6)104 (FOR FRAME) SYP-F 3YP-M OFRAMETO (2) HETA16 OPT (2) HETA20 1920 1920 (2) NTA160PT(2)14TA20 1570 MASONRY 1-PLY w/ (10)10d x 1 112' OR 2365 2365 1-PIUV Yn 00) 100 x 112' OR 2430 2-PLY,/(12)16d 2-PLYW(12)16d HTSMi6 w/I8)10tl NAILS ANO (4)1l4°x21/4" 968 1110 HTWM1Rw/(8)1WNA1LSAND(4)IP1W54" 1145 1226 OF O FRAME TO TAPCCNS WEDGE -BOLT MASONRY HTSM20 W1(10)1 Dd NAILS AND(4)1/45,21/4" 955 1110 HTWM20 w/(10)10d NAILS AND (4)114-.1314- TAPCONS WEDGE -SOLE 1145 1225 OFRAME TO H108 W118)8d X11/2"NAILS AND (2) 3l W" 780 910 MASONRY TITAN HO FRAME TO DTT2Z w/(8) 1/4 x1' 12" SDS WOOD DTE-TZ W (8)114 x112• WSIS WOOD Oq SCREWSAND Ili 12. 0 ATR EPDXIED wI 1835 2145 SCREWS AND (1) ifY B AT.R.EPDXIED w/ 1510 1835 MASONRY SIMPSON 'SET (BEG NOTE#4) SIMPSON"SET" ISM NOTE#4) FRAMETO HITS w/(20) 1 Bd a 12" NAILS AND (1) 51" 0 HTT4$ W(26) 166 Xd la' HALE AND (1) ® A.T.R. EPDXIED w/SIMPSON"SEP' 4375 5090 508 A.T.R. EPDXIED W SIMPSON"SET" 5005 MASONRY (SEE NOTE ttl BELOW) (SEENOTE#4BELOW) FRAME TO HTT4 w/(18)1W x21/2" NAILS AND (1)$/8" B HTT45 w/(18)1Bd xi! 1/2'NAILS AND 0) O AT.R. EPDXIED WI SIMPSON"SET" 3640 4235 51VT AT.R. EPDXIED w/SIMPSON"SET' 4180 MASONRY (SEE NOTE#4 BELO" (SEE NOTE *1 BELOW) OF AAFE O HI US wl(24) 1 W x112"NAILS 785 910 LUW1 W q3)W x11/7 NAILS 875 1045 U FRAME TO HM9KT w)(4)i/41112"SO$WOOD O ]80 780 RT16M w/(9) 10d x 11/2' NAILSB 1385 1385 MASONRY SCREWS i/4'k 114"TAPCONS (4)1/4"x 13W TAPCONS FRAME TO VGT w/(16)1/4"x3• SDS WOOD SCREWS V MASONRY (1) 50"B A.T.R. EPDXIED W/SIMPSON"SET' 3556 4940 W 12"MIN. EMBEDMENT FRAMETO (2)VGT w/(32)1/4'5& SIDS WOOD SCREWS O MASONRY A(2) SWE A.T.R EPDXIED w/SIMPSON 5170 7185 SET"w/12"MIN. EMBEDMENT VGT w/ (16)1/41.4-SDS WOOD SCREWS a OFRAMETO NIX3T1$ w/ (22)10tl NAILS 8 HTT45 wl (18) FRAME HDU49D92.6W/ 1)51SE012"TITS WOOD 3280 4565 10d NAILS&(1)5/8'O A.T.R. - 4160 & SCREWSa (1)s/6' a A.T.R. O FRAMETO (2)HTTSw/(52)l6LIW 12"NAILS& 4378 $p9p (2 TT45w/(52)i5d• 1M.NAILS 5005 FRAME (1)518"E AT.R. (SEE NOTE #4) 8 I1)6/e'2 A.T.R. (SEE N07E*4) ICFI4FRAI r:RNNFCTtlR NMFA i. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARINGW OD WA F 0 ANUFA TU / 2 12A TOE NAILS. w 1 ) 2. ALL TRUSS TO TRUSS CONNECTIONS PROVIDED SV TRUES m MANUFACTURE U-N.0 ON PLAN. R. 3. FOR SAYUSELYT RU SIMPSON OR FULL CONNED GHTION3.SEE FRAMING SSPLAN FOR CONNECTOR CALL OUT. 4. FORSINGLE PLY TRUSSED.S CMUBOND BEAM U.N.O. 12"x4"TO TRUSS VERTICAL WEB wI(2)ROWSOF IOtl WOLB@3"O.C. STAGGERED. S. 1T MIN A T R EMBEDMENT CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD ENTER T 0` 2x SYP 92 CONNCTORLATCHCH AS LUMBER SIZE) w/(2)ROWS 10d @4'FROM END &CO.C.. MUCH A STAGGERED; EA AT CONNECTOR LOCATION AS MUCH A9 POSSIBLE, O MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTIONFOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS LINTELS/ICF WALLS ONO ON PLAN 2. CONNECTION AT 24'OR 3TO.C. PENDING VERTICALS FORALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEEDEIEAIL FB12/53.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSACF WALLSLINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3T O.0 MAX w/(2) AT EACH CORNER G.C. TO VERIFY LOCATION DOES NOT CONFUCT WRJI(IF APPLICABLE). LAYOUT 5 CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLISEAMS W12)12d TONAILS BO MINIMAL CONNECTOR UNO ON FRAMING PLAN 1 CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM © MINIMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AN)/OR BEAMS SIMPSON- CONNECTOR SCHEDULE ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTE M EM (SEE ARCH.) SHEATHING -BEE [RSHj SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) SEE [RSH] SCHEDULE THIS SHEET 2. THE EXTERIOR CEILING FOR TTiE 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 Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1.1 - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CUENT DESIGNER OR ARCHITECT TO / USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 ST" L UCIE 05 OU',0""� ,: SIMPSON- CONNECTOR SCHEDULE ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTE M EM (SEE ARCH.) SHEATHING -BEE [RSHj SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) SEE [RSH] SCHEDULE THIS SHEET 2. THE EXTERIOR CEILING FOR TTiE 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 Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1.1 - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CUENT DESIGNER OR ARCHITECT TO / USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 ST" L UCIE 05 OU',0""� ,: REFER TO ROOF PLAN & ELEV'S. FOR °--".� FILE COP"' D �+-METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL +--ALUM FASCIA SECTION 2X2 #2 P.T. MIN. FASTENED 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD EVERY - _ OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. BLOCKING w/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ JCHANNEL SECURED AT 24% D,C. FASTEN TO CMU W/ 3/16"xS" TITEN 2 AT 16" A.C. (IF WOOD WALL, FASTEN W/.0.148"#*A" AT 16"0.C.) I(**) ALUMINUMFIT1'SOFFITS> 1'A" BLOCKING REQUIRj6" l (N**) VINIYL SOFFITS> 1'-0". SHA4.2LL HAVEI FOR SOFS < -4"MID BLOCKING NOT REQUIRED l MID BLOCKING PER R70.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4-="-0" t,S11113T"r7Jtt/y 0 r • irT � ••` H`c-1� e � • to rr OF N� O FL 011 L 0 C O Q) '8 " 0 I" a K`Pi K� In g g 3 KO m I(O cH- 6 wd�£WW m S88K`� 75 om3=NM1 W CL $gB� Ipmw�6 O. - ' fig O QNioLL. W IO y a e6 'Lrg a O 0 In FBI ZN O say F°, a WM FDSEAGCOM. ❑ ❑ ❑ Z a z SOON z J to � a to C4 1- Z N m 4­1c I o LIJ I c U� t6 - N E _CO - DAMS HOMi� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: V z C }l LO O (n \w In M / M CL ED ED N i d ; zF-- �' U,I m Lo a ® _I LL J LAIC) O _ImU)0 ♦ Model Name / Number. 1512 VI Plan Issue Date: Wednesday, June 9, 2021 ♦ KA PROJECT NUMBER: 21-8340 Sheet Of: ROOF PLAN B MS03 57AN`DA'RD LINTEL$ APPLIED,SAFE OF GRAVITY LOAD LOAD (# (# PLF) 322 405 739 352� 1Ei8 1624 168 520 1Ei8 108( 739 270, TYP. TIE BEAM W/3D00 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(B) - 10G X 11/2 SP6 OR SPS FOR 2x6 AND 2xS WALLS � Q DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO r TYP. FILLED CELL W/90D) P.S.I. CONC. .r W/1 #5 REBAR VERT, ,.r INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL r 8" C.M.U. 2'x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "Y' BOLTS OR (3)1/2' X6' EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILT[ Ti NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO RAMS (EXT/BRG/SHEAR) WALL TO N.T.S. #5 REINF. 2U' MIN. LAP BAR q #30R#4REINRORCING 7) BAR /'9' 43 R #4 LAP SPLICE 5" MIN. LAP 05 R #5 STD. 90 HOOK #R I AP SPI ICE ENFORCING BAR SCALER"-1'-0". P #6 REINFORCING BAR * rRAI M 40 11 N OJ #6 1 AP SPIACIF MS05 I REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2rA" 12" O.C. 1 2 x 6 1/4" X 2aA" 12' O.C. 2 2x8 1/4-X2%" 12•C.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. LIPRECAST- --_-- _ NTEL (2) 2X P.T BUCKS W/ 1/2" O.S.B. -BETWEEN. FASTEN PT NAILER TO MASONRY i IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED LINTEL BEAM: R AR 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN, 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK CELLS WITH 3000P.S.1. GROUT ONE #5®LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB II> MS021 TYPICAL SHEAR WALL SECTION N.T.S. ON PRECAST "U" LINTEVS) FILLED SOLID W/ INSTALL MIN. 25" LAP SPLICE 3000 PSI GROUT (SEE UNTEL PLAN FOR BETWEEN WALL REINF. & LINTEL MINIMUM SIZE & REINFORCEMENT .& TOP STEEL AT EACH SIDE OF LOCATIONS FOR REQ'D. CONT. LINTEL OPENING WHEN TOTAL OPENING OVER MULTIPLE ADJACENT WINDOWS) GROUT TO BE WIDTH IS Ei OR LARGER HURRICANE ANCHORS FLUSH WITH PROVIDE SCREEN WHEN N.T.5. TYPICAL SEE PLAN TOP OF WALL 1P• BLOCK BELOW IS NOT HOD REQUIRED TO BE FILLED. CrYP, STANDARD 90 DEGREE HOOK HOOK LINTELk REINFORCING INTO If ., -� '. a . r w TYP. BOND BEAM SIDE VERTICALS, , , • ., :• e ; , a 8" x 8" x 16" K.O. WHEN TOTAL +? '+ N m LINTEL BLOCK i w O FILL w/3000 psi OPENING WI[ITH IS 6'-0" OR LARGER CONIC. W/ (1) #5 DIA. REBAR • .`. PROVIDE 3"X3" HOLE IN BOTTOM OF PROVIDE STD. 900 PRECAST LINTEL TO EXTEND WALL REINF STD. 90 DEGREE HOOK W/ MIN. 25" LAP '.•� THROUGH AS REQ'D. ANGLE 3000 psi SPLICE ON EA. END r.. CONC. W/ (1) #5 WHEN NIUL OPENINGOPENING REBAR BOTH SIDES . REBAR BOTH SIDES DIA. REBAR is w4y, OR LARDER OF OPENING U.N.O. OF OPENING U.N.O. 12".OR LESS ..'.•, PROVIDE KNOCK -OUT •,^ INDICATES BLOCK FOR FIRST ' •+`a' "' ''• "a .I FILLED CELL COMPLETE CMU TOTAL OPENINGWLDTH ti FROM FTG. COURSE BELOW SILL & w... FILL SOLID W/ (1) #5 BAR WHEN TMAL OPENING B BEAM w/ (1)) #5 BAR IS 6•-0" OR lAROER V< ' • t i•. e" x.8" x 16" CMU U.N.O. MS11 2x BUCK DETAIL N.Ts. TYP.. DOWEL ,.i !i 25" MIN LAP I(AC1530) q. J. •p. 4• •' nI. Y . A. SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION MS01 BLOCK WALL REINFORCEMENT N.T.S. W 0 LINTEL PLAN ELEVATION "Al" & "Bll SCALE: 1/4" = V-O" GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O, 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F _FILLED WITH GROUT/U-UNFILLED 6 REBAR ATTOP MIN. 11)fl Q'D R-RECESSED 1.1/2 " QTY.UF#5 CLEAR REEA0. BBOTTOM+III RMEAR EE L CAVITY UNTELLBLOCK T mid up =I'LINTELCAVITY COURSE F16-1B/1T 1 GROUP n OMINALL `QUANTITY OF WIDTH REBAR AT pg MgAR AT TTOM OF NOMINAL TOP o. HEIGHT BOTTOM REINFORCING 75 8"ACTUAL PROMDEO IN UNTEL (YMIES) TYPE DESIGNATION B"NOMINAL WIDTH CFNFRAI CONCRFTFLINTEL MATFRIAt R QCNFRAI INCTAI I ATION NOTES 1. To Kocma leads_ GEM psi L provide full mortar heed and Gad joints. 2. fc prestressed Illinois_ 6000 P.I. 2 8horeltlled lmele acrequime. 3. grouted per ASTM "76 fg a 30M Pal w/ 3, retaliation M Intel must comply wtM the archtectural and/err structural draMrse. 4. maximum 3/a• aggTeeggone and 6" to 11• slump. 4- U-0mals ary manufedurec with SS/2" long ncttltea et the elide to emommotlafe S. Concrete rcasorry v,f[s(LMU; Per ASTM CGO w/ yadlcel call lelnforoing and grouting, minimum net area comPmasrveetmngth=2000 NO. B. NIIlntale maset or aeo L/360 vertical deflection, aspect lintels 17'4"and 6. Rebm perMTM A815 Grade 60, longer with A nominal heept of 8" meet or exceed L/180. Prestressing strand per A3TM A4168ade 6. Bctlam fled added reGer to pal located at the bottom et tine Iinual cav'ry. 7. 270low relaxation. T. 7/32" diameter rem stirtps ere welded to the tattom steel for mechenicel anchorage. 7/32 wire per MTM ABIO. 8. Cast I.Piacs emombel me,ere provided In composite lintel 0 Rau of concrete a. Mover per ASTM C270 type M or a.. masonryunkt. G. SaN load now beasci on rational deshin analysis. per ACI 318 and AG 530 10. Honda Proyuct Approval No. 158.1 11 The amsdOr surface of i is Installed In exterior concrete mercury walls shell time a mating of soul applied In acoommw with ASTM CO26 or other epRove l mating. U. Umels balled simultaneously Wth verltcal hhavly, and vplmj and hodmmal flaterel) load. rhoud be checked for cdmbma loading s th the tollming equabi Appiistl vemcal load F Applied horizontal ball < 1.0 Ses varUcal load Safe Mrlmnial load 0 0] 8RF6-0B/1T 8F8-0B/1T O © o HO 8RF144B/ST 8F18--1T6/1T 'D a:)E-1 8F2016/10T -. O''O O 0..-0 O (�. BRM-116/1T 8F2''4 • -�111B/1T a:)E� 8F2818/1T O O IT 8F32— IS/ L REVIEWED FOR CODE COMPLIANCE. ST. L.UCp�IIryEp4P��COUNTY FILE COPY QQ FORM & GROUT SOLID W J e- V 8F12-1B/1 5 BAR CONT. IIM85 12" LINTEL DETAIL 3/4"=T-G" 'ffi a tD V' O. a$ � R N f0 S W 00 �. f W Q N V � �t HIS 4J �xj 4 L I-. ai San 'e(s -`a n'cca r`SS y O aSg ow=% RfR Rm� M u5 WE(�NVB m m IQ— to Ey 3 aN. 6 Q a F-. 3y ER@ fx a CQ O BB �3v 2r W U = N °g 95 Wft.FDSEA000M ❑ ❑ ❑ z Z a Z N Z _.�. Lq�I rmw a h Z N 1 N w c f (DO w� t�i�IZ'D= � JI U IN E —0 C) N o 0 cos Q A DA '1S HOMES B M ii FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: Cr. O lass— O U) 0) W CO 4+ N W d L � ` i N L F_ `, �✓ M 00 N d _ O _I L1J ZD M o JmU)(1) UT LL Vj Model Name / Number: 1512 Plan Issue Date: Wednesday, June 9, 2021 KA PROJECT NUMBER: 21-8340 Sheet: l. II®I Of: LINTEL PLAN ° 2x6 #2 SYP P.T. W/ (2) %"x$' WEDGEANCHOR O OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA, x 8" 1/2" X 8" A.B. W/2" "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. t VERTICAL L_ SECTIONAL @ OVERHEAD DOOR P.T. #2 7 '.. WOOD SYP 2" X 6° a t" •,; 0 ®SI4f }Pfttt®® i a v TRIM t E. o 2"x6" P.T. WOOD JAMB C t,o DOOR AND CONNECTION PER GARAGE SLAB f O ; •T GARAGE DOOR MANUFACTURER ®✓,'•, r, C aT TYP. GARAGE DOOR TRACK MOUNTING DETAIL ' ° %a°` a oC .ro ;df3:I'EBJ1a Is MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.Ts. F f3 WW f� 0 80 "�'E co m .s F ¢ " G: a c fr $ $ BLOWN -IN R-30 INSULATION PER FBC z��a� 2 8 l g ' AND ENERGY FORM SUBMITTED WITH Q =:2� a O ~ i BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES i? $ n W `R E W M m O -u �'°LL AT EAVES (FOR VENTED ATTICS) ZN FBC AND. ENERGY FORM SUBMITTED 12 WITH PERMIT' APPLICATION 12 FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) 'S�aI?sL � � a O. � 5.9 ®� ° Z p PROVIDE BAFFLES AT EAVES $EE PLAN VENTED ATTICS) SEE PLAN OVER APPROVED UNDERLAYMENT \� "eg .� rn 9 gam_ Z "a (FOR PER FBCR 906.1.1 OVER APA o' 6 a �W W.FDSENG.COM ❑ ❑ ❑ � � FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD ROOF SHEATHING •SEE SCHEDULE TRUSSES @ 24' O.C.ERSH) - ON FRAMING SHT. FOR IDOVER APPOVED UNDERLAYMENT _ SHTG & FASTENERS. M I ZPER FBCR R APIA"�Ir O �� R ROOF SHEATHING SEE SCHEDULE- PRE-ENG, WOOD ON FRAMING SETT. FOR �, ,� TRUSS ANCHOR (SEE PLAN) x..J`J�h..n.... Z _. .. TRUSSES @ ZV O.C. CRSH] - SHTG & FASTENERS. L.�.A__A SEE PLAN FOR - — ' 1' — - — - TRUSS ANCHOR (SEE PLAN) I • � • BRIG. HT. . 1/2" DRYWALL FELT PAPER OR • a � u� Z N i TO BE INSTALIID ON OUTSIDE • ," ETAL DRIP EDGE TRUSS PLATE FACE - — - — - — - — - — 3/4" P.T. NAILER ZX SUBFASCIA • .fir SOFFIT. SEE ARCH. �.� 1/2" DRYWALL PLANS •j-) ! r METAL DRIP EDGE 1" DRYWALL CURTAIN NAILER ! 8 x 8 x 16 K.O. c-- tA w CONNECT ALL 2x STUD 2K SUBFASCIA 1 x 4 P.T. @ WINDOWS LINTEL BLOIX 1 x 8 P.T. @ S.G.D. ^ O.H. W/ (i) #5 DIA REBAR & tA c m TO TON PLATE WITH (4) 16d TOENAILS' SEE' ri 3000 PSI CONCRETE SEE ELEV, " U - rm`+ E ~ U e PLANS PRECAST "U" LINTEL lllf 1/2" DRYWALL _ SEE PLAN FOR HEADER SIZE SEE SCHEDULE " N 4 u 000 ©� Q < ' DAMS IOMg3 OPTIOW 15/32" 058 EXPOSURE 1 ON O.H. - EXT. WALL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) - 2XPLATES MAY BE SEE ELEV. SEE T313 FOR NAIL ATTACHMENT. f ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ T' O.0 EDGES AND FIELD. h FLORIDA CONTRACTORS UCENSE NO. CRC1330146 NAILS AT 8" O.C. NOTE: 44' MAX. SILL HGT. ON /I FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI 3000 GULFBREEZE PARKWAY CONC. ALL LOCATIONS GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN SHOWN ON FOUNDATION DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN N & FLOOR PLANS u PORT ST. LUCIE LOCATION OF v EXTERIOR WOOD WALLLLS.I IF NO OPENINGS ARE INDICATED, FULL' V lob Information: STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW - r' W/ SCREEN WINDOW STOOLPER CFMENRTIOUS DECORATIVE PER Iu'"TM SPECSFINIS„ PRECAST CONIC SILL C-926H7/8"THICK C 926 98A r H t°1 C�yy�q REVIEWED 1-VI1 PAPER BACKED FOIL R-4.1 INSULATION AT CMU BLOCK WALL N 0 2X STUDS (SEE FLOOR PLAN FOR V CODE COMPLIANCE MORE INFORMATION). SEE TBI3 1/2" DRYWALL PER FBC AND ENERGY FORM l EXTERIOR FINISH - 7 ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) ST. LUCIE CC'UtI�T' L Lb FOR NAILING INFORMATION FOR APPLICATION B N O) R-13 INSULATION AT EXTERIOR WALLSHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE FIG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 17" IN CONCRETE - 25" x P.T. p /•��a GIOI.�Ss W \ N AND ENERGY FORM SUBMITTED w/ 1R x 8 A.B.B(OR 1/2" x 8" TREN PERMIT APPLICATION EXTEND ACI 530 ABOVE E ( I BASE NAILER SLAB. ALL LOCATIONS SHOWN / .c a al WITH HD) W/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN WOOD BASE MIN. 6" FROM END - SEE WSD7 - U FOR TERMITE SHIELDSEE SEE FOUNDATION PLAN FOUNDATION PLAN FOR :D w •C ® � L1J � � �7 FOR SLAB INFORMATION - _ - TOP OF SLAB _ _— i SLAB TOP OF SLAB J m u7 _ —' ; 7 - rt =fir " • } \' . 4-. x `-sue " '•it-.--e-.,e..=.,, V Model Name Number GRADE GRADE _ 1S12 w CLEAN v o I N SEE PLAN FOR - V �'�� COPY Plan Issue Date: N m w ..�'l COMPACTED •,'FILL REAR QUANTITIES' TF=11= S 1, Wednesday, June 9, 2021 18",vtl;. • SEE FOUNDATION PLAN SEE PLAN ` FOUNDATION P VI KA PROJECT NUM13ER: .�-�. FOR FTG REQUIREMENTS LA 21-8340 Sheet: Of', —�- WS01 TYPICAL WALL SECTION - 81, CMU 3/4" 1'-0" . d r� WS02 TYPICAL. WALL SECTION EXTERIOR FRAME l 3/4"=1'-0" I TYPICAL FRAMING DETAILS I / �I \Tzz..eefseeeersrr , gjo 04 , V C.) PROVIDE 2x4 ON TO OF OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE 'BS erB BABii to N (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d ti7/�y 3 ` COMMONS @ 3" O.C. @ 2x4 STUD ` EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE - ` BOTTOM OF FALSE BEAM OUBLE 2x8 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR �` \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON A. TOP PLATE STANDARD ` SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END \\�� \l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN H FRAMING T� I\� TOP PLATE W 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 ` ` * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF Z H ;:�'� W N 0 \� STUDS) STRUCTURAL SHEATHING i �\ �\ 12d NAILS @ 3" O.C. q � , , iI ~ 00 � 00 TOP PLATE TRANSITION w �g `\ \\ 12J Z PIPE OR DUCT W/ OUBLE 12d ! g = 0 8 c �' LL LL LL E 3�� Dou`'imd 9 m Y �' toM°fE PENETRATION THRU Sm° r a a + +I TOP PLATE w/ MORE TOP SPLICE d m W ' VARIESW ROWS 12d �� �:, ZAgaa w Y THAN 50%OF TOP - ROOF SLOPE o ° €" W 'ncn �. O 0 a m 2X TOP PLATE TO o PLATE WIDTH INSTALL @ 3" O.C. v z,E r `¢ a N `° 0 _ WOOD WALL OR GABLE END W/ 16d i SIMPSON PSPN516Z TRUSS. SEE PLAN 2X4 CONT. W/ (3) 12tl NAILS @ 6" O.C. a W/ (12) 16d NAILS TYP. LL W N o J COMMON NAILS EACH TOP & BOTT. STUD TYP. T&8 1--- —+—+ €� €' 13 0m < U) NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE G ° e n ° o J `� ,t; +I TO TOP PLATE W/ (4) 16d 70NAILS (2) ON EA. OVER STUD d " $' 2 w n v.G W SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ °" ; ° r WWPJ.FDSENGOOM ❑ ❑ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS V' a PLATE W/ PLYWOOD NOT REQ'D. WHEN QT SYSTEM IS APPLIED z SHEATHING ,/// TRUSS OR ROOF SYSTEM COVERING NOTE: z o PLATE LENGTHS MUST BE AT a Ik..lj LEAST 8'-0" LONG. TYPICAL LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. GE15 FALSE BEAM AT GABLE END N.T.s. WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-D° z N VV m U+-.. 2x8 SYP #2 w a TOP & BOTTOM U — m uoa V � V w m m ATTACHED W/ �� m (1) ROW 16d 2x6 SYP. #2u 3 m NAILS @ 16 O.C. RIPPED tJ — N E w � ° I . g,. u _� BOX HEADER DETAIL Q PC am * CNI CRIPPLES MAY/MAY NOT BE PRESENT. QIF ONLY (11 KING 7/i6" O.S.B. VERIFY HEADER ELEVATION 11 ®AMS HOMES (1) JACK USED AT EA. SIDE Q EACH SIDE OF 2X BLK'G. O.S.B. OPENING G.C. TO W d INSTALL (3) TITEN HD. EA END (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIDNS W/ (2) ROWS OF STAGGERED 166 (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16tl 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 106 COMMON WIRE NAILS (D=0.148",L=J'90R EQUAL COMMON WIRE NAILS EACHOUTSIDE AQUAL COMMON WIRE NAILS INTO DE FACE) PER SIDE INTO CMU AT TO HEADER, NO BASE EDGE VIEW (ONEOI 160 3-1/2")OR D=E0162".L=&L/2I' OR EQUAL JACK HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 2) (1) (2 >4' BUT <9' (2) (3) (2) M 10'-0" - 16' 3 4 3 4 HEADERANCHOR NAILED TO TOP PLATES, HEADER&JACK FLORIDA CONTRACTORS LICENSE NO, CRC1330146 3000 GULFBREEZE PARKWAY NO. & SIZE OF HEADER SIZE &GRADE RAFTER TIES GULFBREEZE, FLORIDA32563 EACH END - SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE NDTFC, CONNECTOR REQUIRED PORT ST. LUCIE 11 ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY. PROVIDE V4"DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLYI (3) 16d CHOR EE PLAN SEE SCHEDULE . Job Information: 2) ALL THE NAILS PENES OF THE LAST IAMINATOION. 4) REFER TO NIS ADDITIONAL INFO COMMON IS.3 FOR SP4 AT COMMON2X CRIPPLES @ 16" O.C. 24" O.C. COMM NAILS(TYP) WILL W/ SIMPSON SP2 TYP. WF37 TYPICAL COLUMNS DETAILS ( GT. TOP AND BOTTOM STAGGERED ED NAILS N.T.S. STAGGERED @ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG .,� CMU :r. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" III 1 , • . • LOCATION • /1%� MAI II / I • C • dNAILS �. 1 �1�� • TO • •' `:�vot 1F1�2x W/ (2) 16d TOENAILS �I /EACH • !-2x4 SPF CONTINUOUS BLOCKING! ©ATTACHED TO • :r NAILS. SEE DETAIL ABOVE SEE =ELEVATION FOR ROUND/ L SQUARE TRANSOM BOX HEADER EACH • WALLS 12" 0/C EACH * WHEN STUD LENGTH 3-ROWS FAC12d IS LESS THAN 12" USE 12d NAILS STAGGERED NAILS @ 12" O/C FOR 2 10 G G, YY G REVIEWED FOR LSTA30 STRAPS AT EACH x r O STUD WRAPPED OVER OR GREATER HEADER C ^ w /� CODE. COMPLIANCE TOP PLATE &NAILED III. TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 #2 ST LUCIE. COUNTY C 1 z 1-4 x STRAPLn S.Y.P. HEADER W/ BOCC O � 1/2" FLITCH PLATE W co d' c0 10d NAILS @ HEADER. (U.N.O.) (q ,� 0 o 8" O/C TYP.. > m li a 3 U_ FILLING AND BLOCKING AS LO N DOUBLE 2 X 4 REQUIRED FASTENED TO ~ 0. CRIPPLE STUD HEADER W/(2) ROWS 0 J TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS 'w^ ��I1 LG J Ill ( NOTED OTHERWISE V / J VI Model Name / Number: 2 x 4 STUDS TYP. 1512 CMU SIMPSON HTT4 W/(18) 16dNAILS&A""' FIL "• COPY VI Plan Issue Date: EXPANSION ANCHOR Wednesday, Jure r 2021 W/ 6" EMBEDMENT U.N.O. �FltyG GARAGE KA PROJECT NUMBER: STEP DOWN /1 21-8340 * iF HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WITHOUT UPLIFT P.T. BOT. PLATE NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. —a�.w R WINDOW OR DOOR OPN'G Sheet: S A of: MS18 I RETROFIT WALL OVERHANG DETAIL N.r.s. WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1'-O" WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP SLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2)16D NAILS EA. END. SEE [RSHI SAME SPACING AS BOTTOM CHORD LATERAL BRACING . - , SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN (MIN. FIRST 4 BAYS) 8LK'G @ 16" O.C. IF> OR EQUAL TO 45° :. 8d NAILS @ 4" O.C. " CONT. 2X4 #2 SYP W/ (2) - MINIMUM 2"x4" 10D X 0.131 @ 8" O.C. EA. SIDE CROSS BRACING * ,;-- WALL AND ROOF (SEE PLAN FOR 1 SHEATHING SEE T613 - LOCATION) `:.,v'� j—BLOCKING FOR SPECIFICATIONS ,. r -. 2x4 SYP L BRACE FOR ' " 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'41" TALL. i APPROX. 8" FROM RIDGE 2x6 SYP. L BRACE FOR THEN 43881ACH FNDI 6wl L TALLER. 2d ®Ea CABLES T/ ACH RACED CROSSING AT 45 ANGLE. ATTACH •• (NOT REQ'O WHEN GABLE IS ASTEN (1) SIM ON HGA10 12d NAILS @ 4" O.C. 4 -1" OR SHORTER) \ RACE CONNECTOR FROM GABLE TRUSS CONT 2x4 SYP OR SPF SPANNING (4) ' TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. O 12d 3 _ : w/ 3-12d TO CHORD (MIN BLO K PLATE NAIL GABLE TRUSS , PER JOINT , � 1ST 4 BAYS) TO TOP PLATE w � 0 16d NAILS 0. . _ �_ 2x8 .T.PLATE 1/2"x8" ANCHOR BOLT ��— CONTINUOUS LATERAL BRACING- ) 2x4 SYP OR SPF BLOCKING 4 BAYS AT 48" O.C. MIN. NAIL OVER X-BRACE AS SHOWN- BETWEEN TRUSSES @ 48" • " KNOCKOUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN, INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. TRUSS w/ 312d NAILS E MASONRY WAIL .' SYP w/ (3)12d @ EACH ND TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE T813 FOR ATTACHMENT TRUSS w/ 2-12d AND 1 SIMPSON H8 w/ I OVER JACK TRUSSES, SEE '�, `,` : 10-10dx11/2" NAILS PLAN. T11301 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. l FASTEN (1) SIMPSON HGA10 -,-Hi @ 48" D.C. w/ 81/4"x1 1/2"SDS IFS 2x4 BLOCKING w 2-12d TOENAILS NAIL TOP OF"T" / s, ••••••• PROVIDE 2X4 MIN. BLOCKING AT END TOOTOP PLATE / BEAM TO GABLE TRUSS w. 2d CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON w 6 B A BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. lOd x 1 1 NAILS ; ,-�;° fy ST �.(•• NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE; N CHORD Of S�pj , A. TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. •",o �, �`SQ F' WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP [ (}N I !0!!l8 A TRUCTURAL PACE d11lITT,� ___-- G.T. ..SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 3 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING CK OF HIPPED TRUSS W/ SPAN FROM EXCEEDING HIP 12d NAILS 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d 16 ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SYP TRUSS BRACING * SPACED AT 10'-0" MAX m a g.ggP s m ti m r- SEE PLAN a AI`3 j." p N J J 2X4 BLo LOCKING BRa mlD�Ym is a o. BETWEEN TRUSSES HIP TRUSS A , 41 AQ - - a o. a';FCT-A-Atl�pLL� 2 i. My O gr� TBO3 HIP / RIDGE BLOCKING DETAIL N.T.S. TBO4 TRUSS BRACING OVERLAP DETAIL (TYP) N.Ts. m 'L f LL N Q Q Q y k0 . M W.NSENG.COM ❑ ❑ ❑ z g Z o # N •D TRUSS NOTES: EL - 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND OF Ll - BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE ACCIDENT Z M IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMBED r,/T (4 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 ANYONE AREA THEY SHALL BE SPREAD OUT � H A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVENLY OVER 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL O.C. MAXIMUM. LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'4" 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. (U DO BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT C '. C ADDITIONAL BOTTOM CHORD ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. J SEE TYP. TRUSS BLOCKING DETAILS _ V ' N £ e._..._. Ip a SHEATHING 'y�j " 3 TO4TRUS5 x4 AS SHOWN L) pp g Y dNo� TRUSS SPACES DIRECTION iW ` SIWIf/ DAMS 'HOMES RU VERTICAL SCAB 2X6 #2 SPF 48" D.C. W/ (4)12d TOP & BOTTOM OR H5 LSE FTRUSS 2} NAILS N TOE TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF (4) 1D REQUIRED ® RAFTERS GREATER THAN 8'-0"S�, 3000 GULFBREEZE PARKWAY •• zi SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN ouBI.ETDP oou,., PLATE SECTION B-B TOP TE PRE TRUSS T"`�'"' SCHEDULE FOR SHEATHING DETAILS 1 DIVISION LOCATION: -ENO. VARIES w ROOF / — SLOPE , PORT ST. LUCIE 2x STUD WALL SEE PLAN ,.. Job Information: _ CONY. FRAMED RIDGE / \ \ \ MAYBE NAILED W/ MIN. VERTICAL SCAB 2X642 (4)12d WHEN B LANDS SPF 48" O.C. W/ (4)12d 2X4 SPF BLOCKING \ \ .BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 InG. NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d REQUIRED w/ (2) MTS12'S REQUIRED ®RAFTERS GREATER \ / B THAN 8'A" \ CE \ 2x4 SPF ANAIL / \ @48" O.C. w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY3rd SHEATHIi RAFTER \ \ ALTERNATE DIRECTION \ H 2X4 BLOCKING BETWEEN CB BEVEL CUTS � (OPTIONAL) • �:. ST" L Z r-7> t TRUSSES W/ (2) 12d NAILS N EACH END, CONT. EACH BAY TB / /' TRUSSES U) 0 B 2X4 SPF W/ (2) #7X31/2" i.L0 / / SEE PLAN W y0 V DB WOOD SCREW EACH TRUSS ALTERNATING OR HE @ 4W O.C. / / - � 2 fY) N 4) M :� BLACKING PRE-ENG. TRUSS \ / / > N d1 U) IL CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / \ / / ,�-i � �'A/� � 01 _j U W 0_ \ SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / � Q J LI,J = M o e (USP MP4) ® \ \ / / LL 2X4 P.T. BLOCKING BETWEEN DIAGONAL # 2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS @ _ " 2'-D" ON CENTER \ ^ / / 2X4 SPF BLOCKING Model Name / Number: SS EACH END MAX . 2x6 RAFTERS 02'-O"O.C. \ BETWEEN TRUSSES Y v MAX. w/(3)]2d COMMON WALL BELOW TOE NAILS To RIDGE BEAM (SEE PLANS FOR TYPE) 4 FT @ 2'O' D.C. MAX W / 32X4 RAFTERS FOR SPANS S 1 DAN \/.. \ ( )12dEA.END(TYP.) SEE PLAN COPY COPY 1512 CON MASONRY COMMON TOE NAILS TO RIDGE BEAMOL FILE i . Plan Issue Date: L' 2X4 CONT. AT STEEL OR WOOD _ T & B CHORD BEARING SUPPORT 1/z^ sPACE Wednesday, June 9, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING � KA PROJECT NUMBER; 21-8340 SEE PLAN FOR MORE SHEATHING INFORMATION 2x4 S.Y.P. @ 16" O.C. Sheet: 4 Of. ROOF FRAMING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N'r•S. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T. s. AND BRACING DETAILS ze 11 U, I 6" M \� THERMA-TRU IN TALLATION��� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Thermal rough opening dimensions. Use only a maximum of 1/4" thick shi Tis. Predrill the jambs and headers using /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 placeme t 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 J. 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 P OVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AP D HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MA 33ONRY JAMBS. 6" SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES rN 6„ 3„ .. _. 3" " „ 3n 3" 3' 3"E I I I I i„ l 3„ 3" Y3-3„6 6 DOUBLE DOOR W/ SIDELITES " E ,'PACE :VENLY i" DOUBLE DOOR LOCATION OF BARRIER TO BE 19-011 IN FRONT OF MECH. OR APFI. WHEN REQUIRED _ 4" DIA. CONCRETE FILLED PVC, PIPE. ® TOP OF SLAB 00 — ", f - If - Ir I 16" MIN. DIAMETER CONCRETE FOOTING 5" SPACE EVENLY m R0-r o.1" I 7" _ s Lo use In 51h WnR s- ................................ a SEA N L E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. S PER SHINGLE. Pool Oaow 1 se 3&OOaut� / G v� H us if SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED; PAINTED BEHIND FLASHING EXrER. WALL FINISH EXTENDING LOCATIONS) MINIMUM Of 5AND ABOVE S"xe"HGALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING cots- AT KNEENI TENTRY PLASTER sro SEALANT ROOF HINGLES Es 6' x 65H GALV. T FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED ` 6• HOR¢. I. AT ALL VERTICAL WALL INTERSECTIONS \ WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET ,/ KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW 4y AND/OR SGD FRAME MIN,) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" •"y x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU :" THE W'DOW FRAME INTO MASONRY .` \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S t , I I �.. - ®11 T �r 505.2.8.5 NIIP EDGE. m0MUE DRIP EUGE AT EAVES AND ANNULS OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM 3F 31. (761 SAVE DRIP EOGE6 SHALL ErEND Min BELOW SHEATHING AND EXTEND BACK ON THE iDOFAMINIMUM OF 21n. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED 011191 )VER OR UNOFR THE UNDFMAYMEYT. IF INSTALLED ]VER THE LFD YMENT, THERE SHALL BE MINIMUM 4e, W DTH OF ROOF CEMENT INSTALLED 3VER THE URIP WOOL FLANGE. DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 121n ON )ENTERW11 ETHEVaWASMTERMNEDIN %CDORANCE WITH SECTION 11301.24S IS 110 MPH ITT KM/FO OR GREATER OR THE MEAN nmOF HEIGHT :XCEEDS n FE17(10.058 men) DRIP EDGES MRIM1 EE MECHANICALLY FASTENED A MAXIMUM OF 4INCHES M CENTER Minimum fastener Spading (lambs, Had and Sill) 54ewa. Mountn9.. F1111 BRenta Raced VIEW VMd OF y, Wall Framing; #2 Spru eni ne/Fl Or Getter �Slllmne #10a1-1/2" Minimum PMetradon aladn9aead Crose Section V dew IV MNdam i 1 fir Silicon EAvlot Sheia ing variation in codes and building types, It Is left up to the and user to determine the presser lnafe/bt/on o/fhOW hems LEAVE THE BUBBLE WRAP ON) Before instdtirtg your W Widow, the bubble wrap may be peeled back for mspecdory but please restick the Wrap to . pl'Otel the Woods fren stratdles and Other dome" Drug-dlnsblktM isamplete. Step Measure tip be an the "thing Is3/8`toIII larger than the window sin both verfloaymtl Mdamtaly. • YOU may wish to predrill the ifftialWlkni Wes in the fin at this WRI Disynigird the nchedhaks A, the fin as OW are not Step 2 Apply a germs,' s head of silKae W the backside of the mounting fin, Use enough s t=, to suflkiady All all voids between the fin and the wall sheathing. Step 3 insertthewindow Into the oeenlng from the outside: The window Is labeled "made" aM "outslde", but If these Mbels"been removed, the glazing head should always be to th inside of to building, ♦' ` ., t / ' °ri, Step A. Install shims under the sill, adjusting than unit the wit S:plumb M the opening. Shims should be installed under the sill every 2 feet. The window should be baslartly centered in the opening with no mom than 1/9" gap between the window and wall harts San 5 frecata#SOX 1-12'screw a"from to comer of the On at each ad of the head, sill and both iambs. " 1 .- ._7-oI q.jO cia: Step 6. Instal the remaining lasterners In 6" Incrmcents from Me comer screws to the cutler of each lame member. Use care not to oven- tighten the smewsand put them I)** the fin. Also, make sure the screws go in straight and do not musethe frame to bow. Waft fraNngshould beanarrow of#2 SpTuce/PIne1Fe. Fasteners should be #10 screws of suffident length Be achieve 1-316' metraton bhtothe wad and no less train 1/2" from of Tram iE '''' f FastanenWamides neededln mchsldeof hemeto aduew A" ', •'" J.( �• b ,;� \Q° •(? LengthofFimne thvMar 30" 3/° 2I' 34" 42` SO" 1 ere" I 66" I 74° 82" 90" 99" Numherof.Eastaftels 2 3 4 S 6: 7 a 9 10 11 12 13 Step 7 Remove excess slicone "squemse out"from mound ma fin and Impact for holes or wilds.Usesiliannetufflanywits. rh"1 L 0 f N C Step 8 If desired, a foam Insulation can be applied ro the intedur gap between the wiMaw, and wall framing. If applied, this mirst be I!re NON EXPANDING TYPEFDAM. Step 9 Since these windows are typically used In rooms with high moisture, I ; batlVooms, B is recommended thM the gReda gap between the whI and wall framing also be sealed with sillowe and tided an as not to Interfere with the ImlaBation of wallboard, the or trim. Step 10 once all construction Is complete, remove the Whbk wrap from the annNde and aalside of the window. If necessary, dean the WOCIO with a mild detergent and warm water using a soh loth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAT. AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. �sM toa� JI• 'r4' IL P l(D W W B B �`r B : IRE Eti �a U$""WMAW o ti tJi ri a�mP 1 1 Product Approval Submittal Affidavit13 a� N 11: w 3 R3j Building Address: Contractor: ;_ Building Permit: ' LLL zN , - G Product Design Manufacture Model # Attachment Approval # la Pressures Method -° 2�� W ANTE)SENG.GOM ❑ ❑ ❑ Roofing: DAD _ 1st Choice COUNTY APP. IKO Industrues, Ltd Cam dge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 f z g NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Z N •o __ W/ 3/8" MIN PENETRATION THRU SHEATHING Q ROOFING VENTS: a DADS Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED.RING SHANK ROOFING NAIL, ti COUNTY APP. Products, Inc. - vent" 1" FRO EDG AN " O.C. P A AX. FL21580.1 R-2 474 M ROOFING UNDERLAYMENT: T v 7 LL ru ID 1st Choice TAMKO BUILDING JTAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL12328-R9 5 _ a ': R905.1.1 O W Overhead Garage Doors: M j _-__ 0—NE Oo 1st Choice +30.0/-30.0 CLOPAY 16 X 2"x8" P.T. WOOD JAMB WITH FL16546.8 F L $ " +30.0/-32.0 CLOPAY 53W5 (5)1/2" DIA. x 8" "J" BOLTS vAlk FL15279.84 x �' DD 2nd Choice a x 7 . 5 001 " Swing Doors: O° a a O¢0 /�Wgyrm Q N list Choice '167.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4"FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 +67.0/-67.0 THERMA TRU�ORP. SODD AND MIN.12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 .DAMS =HOMES FIBERGLASS DOOR FIBER LA DR BE ATTACHED WITH 3/16' X 3" WOOD SCREWS MIN. FROM 1 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. Is- O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights THERMATRU FL20461.2 g PLAT PRO FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS &DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: 1st Choice Alum. reinforced MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 PORT ST. LUCI E n Alum. reinforced V Job Information: Windows: +40/50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Si le Hu (fin) ANCHOR WITH MIN. 1IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS H-00/-50 MI WINDOWS Single Hu (flange) OF INSTALLATION TtLTH. TO PROVIDEHROUGH 2X BUCK USE #5 W000 SO WOOD BUCK. FL 17894.2 +50.0/-50.0 EW OF MI WINDOWS ?.540 SERIES SUFFIENT LENGTH TO ACHIEVE 1V2" INCH MINIMUM EMBEDMENTFL17876.2 Cf Single Hung (fin) IN WOOD SUBSTRATE. MI WINDOWS 33500 SERIES Single FL17894.4 Hung (finless) Name �+ - HC�°rHZN ' CAULK �BI�ETWEVyE�NP� FtN 1rIS# sG ATHiI ILT EXTERIOR " FINISH "'� g"Y OTHERS, - PERMETEi F4AULK BY OTHERS, O.A. WINDOW HEIGHT jai: TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3C+i" JLIIhI. DISTANCE` - SH ipMIX.EWSPAC REVIEWED r°Oi, CODE COMPLIANCt ST. LUCIE COUNTY BOCc Mullions: I" "-� z 1 , ' LIj Z o +, y � ty) ; a 3 . a N � � U Ll.i = M O aye ' ^ r ^LnIP LO v 1 'C 1St Ch01Ce MI WINDOWS M-1926 Vertical Mulllon FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETEFIL 3 16" TAPCON ANCHO T SUFFl NT:LENGTH TO ACHIEVE A ILA 18504.1 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE FL 1.5804.2 Fixed Glass: 1St Ch01Ce +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. YA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK FL18644 R-6 Soffit: V I Model Name / Number: 1st Choice +66.0/.71.6 KAYCAN LTD Standard vinyl Staple 10" on center In direction of length FL16503.4 R5 1512 Plygem / Variform Double 5 standard Plygem Double 5 standard vinyl 1 Double 5 standard (vinyl) 30" I staples solid 144 vented • 145 19L12194.1 FLi2194.2 V1Plan issue Date: Hurricane Panels: Wednesday, June 9, 2021 s - e Dade County App. ALL E C SHUTTER &GLASS za^ Ga. Storm Panels 24 GA. STORM PANELS FL16293 R3 KA PROJECT NUMBER: I have reviewed the above components of cladding and have approves) their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 FILe �,OPY Name: Luis Pablo Torres Certification Number: FI. # S786ti_ Name: Certification Number: — 21-8340 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS - NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING i-WEATHER RESISITIVE BARRIER FOLD up WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING 314"-1' BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY61N. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING \WEATHER~ SELF -ADHERED FLASHING RESISITIVE t l BARRIER SEAL TOPS OF JOISTS I -, UNDER DECKING I SUBFLOOR (SEE DETAIL WP07) SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather - resistivebarrieraboveheadertoallowforflashinginstallation 2. Self -adhered flashing plus head Dashing under weather w \ III resistive barrier �✓IIIiIJ//'// 3. Fold weather resistive barrier bade over head flashing and seal with tape 2. Scale: NTS SELF -ADHERED FLASHING WPM EXTERIOR DOOR WITH SELF -ADHERED DECK HIS CTIONA NG FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER NDER EXTERIOR SHEATHING EXTERIOR SHEATHING 3W'.1" BEAD OF CONSTR. ADHESIVE TO F APPLIED DOOR RETURN NDER THRESHOLD OF DOOR AND RETURN f/ UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAU REFER TO TECHNICAL LKING f LETTER ON CHEMICAL .COMPATIBILITY , SELF -ADHERED FLASHING DO NOT. BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD SECTION -A -� (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING - NAILING FLANGE 1 2 SEAL TOPS OF JOISTS 8. UNDER DECKING (SEE DETAIL WP07) IWP641 MIRED FLASHING DTECTOR JBLE ST @ WPO7 EXTERIOR CEMT. FIN. BUILDING PAPER SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) WIRE LATH BUILDING PAPER SELF -ADHERED FLASHING WINDOW UNIT 2) 3) WP10 SELF-ADHERI 7 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL RIM JOIST 2 2 1WP02 INST LSE F-ADHERED FLASHING AMS & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF"ADHERED FLASHING, EXTEND A MINIMUM 6" 2 WP05 t SELF -ADHERED FLASHING PATCH )HERED FLASHING FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather-resista„t exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT - - R703.1.1 Water resistance. The exterior wall envelope shall be designed and c.mstructed in a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 0.3 in: 12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 cm : 30.5 cm) SELF ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 16 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied) horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-malstive 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 PER ( ) material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -biased 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 a Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R103.4) 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 saps O3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, selfadhered membranes and mechanically attached flexible paper embedded in the adhesive layer) -for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. FI iapPIlea membranesesu flashing shall be applied in accordance with the manufacturer's s SELF -ADHERED FLASHING IWPO3 scodng cuts instructions. An flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" Minimum) with AAMA 800 of ASTM C920 Class 25 Grade NS or greater for proper joint expansion and c&!ttractlon, ASTM=81, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid applied membranes used as flashing in RUBBERIZED ASPHALT RUBBERIZED ADHESIVE 6. Fold as Shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ASPHALT flashings shall be installed at the following locations: ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer vary, adjust folding of the flashing accordingly to fit 1 tight CO COmr3f 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window, and door openings shall extend to the surface of the SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: (BEFORE FOLDING, SCORE RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the SHOW) nnHESIVEAssaowN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing instructions or details are not provided, pan flashing shall be installed At the sill of exterior window and door openings. MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner As to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pair flashing shall Incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides. SELF- ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. �1v\ 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ W DMA 300 or FMA/AAMA/WDMA 400. 2 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. 7 5. Where exterior porches, decks or stairs attach to a wan of floor assembly of wood -frame construction. G. At wall and roof Intersections. SELF -ADHERED FLASHING 1WP06 INSIDE CORNER 7. At hunt -In gutters. 1 4 5 ACCORDANCE AWITH TI TOTHE MASONRY OPENING (HEAD, JAMB,SILL) IN W P08HE NG MANUFACTURER'S RECOMMENDATIONS, BEFOREPPLYA LIQUID W P INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3in: 12.0in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.31n : 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING. PAPER Cement Plaster in accordance with ASTMC926 over wood 2nd floor 'Cement Plaster over block ' l st floor .r Note: The building paper at it] metal lath must be installed ovel the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper - 7/16" O.S.B. sheathing - Metal Flashing - 3 1/2" Unperforated Flange 7/8" Weep Screed - Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Slab 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1 /2" Unperforated nge 7/8" Weep Screed 1/2" Cementltlous 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 l:Up Y 1/2" Cement Plaster Finish 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor OPTIONAL DEEED FOH CQDE COMPLIANCE WEEP SCREED DETAIL ST. LUCIE COUNTN SCALE: NOT TO SCALE BOCC yfltttfli tf 8t/A. T O/3- J. 11 4 't., 0190 -JK s 1A H: r O� N R „per y. P . e Oak ' ,ca'•. . l Oti�P� fzr I11111 ttv N 4) 3 �g F N" me- ,� dg Min j. '�j` Mv Q a a a 6 u $F w �SLLo y"ul 6 ,'A N oN�3 M 1w® � X a 0 li M�ti� LL GO 11 2-1 O O y. = U Scs g If CJ J N a yMw.FDSENG.COM ❑ ❑ ❑ G Z o z $ � a - " ^ Z m 141 w •d (1)el o W wo fli m O - N E ® am n V U N� a a10 ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: z (DLO UIJLO 0 LO `�01 � � M tM 4) 0 h L N y U > m LO a - CN ®JLIJ� M 0 m U7 0 VF FModel Name / Number: 1512 VI Plan Issue Date: Wednesday, June 9, 2021 WT KA PROJECT NUMBER: 21-8340 Sheet: Of. WATER PROOF DETAILS 2 i 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 5" bath duct to roof cap w/ standard 70 cfm bath fan —Fight 5" bath duct to roof cap w/ standard 70 LAW 120 12x6 .1wcd 18x18 rag 14x8 1wcd / zoo GREAT FQM ' 1.; 6 110 cd 4 18 rd 18x18 fbrag „g 1Ox6 1w 8" 105 cfm bath fan Ian` 1 Ox6 1 we 4' 45 4" - j 40 $x4 1wcd 8x4 wcd 10 ,.-- rF l 7 �I Yf ICI � _________ 4" dryer duct to roof cap w/dryer vent box 6 1 Ox6 1 wcd 60 1Ox10 rag = 5" bath duct to roof cap —,/ standard 70 4• cfm bath fan 8„ 20 �yryry��i�pp 8x4 1 wcd Fa�c+ru ------------------- 12xl 2 r y„ 12x12 rag ---------------------------------------- ! Ky ENTS 1 12x6 lwcd I 145 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Cade—M1602.4 b lanced return air. EXCEPTIONS 1-3 License # CAC032448 II Must have a minimurn clearance of 4 'noes around the air handler per the State Energy code. All duct has an r=6 insulation value. REVIEWED FOh CODE COMPLIANCE ST. LUCIE COUNT BOCG Rating 5 0 CZ C) co <C v N o Q s � C m O U) LU w Q � z O O = LU W {f) Q Q � 1: Q _ _ E CV Q Ln Z 00 O I i _ m w > z z oLU Q J < m -1 O Q mm__jU)®o