Loading...
HomeMy WebLinkAboutBuilding PlansTERMITESPECIFICATIONS: R31S.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES" 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A.COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C925 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH. SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR 01787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATMRESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703A FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION WALL WITH A SEALANT COMPLYING WITH AAMA SEALED AT THE JUNCTURE WITH THE BUILDINGL PRODUCTS SHALL BE E 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 ATTHE 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. • 1 , CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-10 A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON G DE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL E NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70( OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FO DTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TE VIPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOT NG REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE, 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING kDHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -I- OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN HESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACE WITH 3000 P.S.L. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WE G HT, GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI Iin = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM 270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" T011".CONTINUOUS MASON Y INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL B AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL B HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL M 05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEA . PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAYBE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER A5 A STOP IS PROHIBITED, 8. TEMPORARY BRACING AND SHORING OF WALL TO PRO 1IDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACIN SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS R (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS P1 R CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE D P OR DETAILS. IF CON ICTS OCCUR BETWEEN PLAN AND DETAILS THE STRONGEST MATERIAL END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN FL , SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED. FOR DRY USE ONLY (MOISTURE CONTENIT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. ' 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CXB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. `. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb.= 2400 PSI . MICRjOLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG 0 G W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48�24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. S OR 15 32" RATED OSB EXPOSURE 1 WALL SHEATHING: 7 16" STRUCTURAL I OSB EXPOSURE E 1 A / p A MINIMUM 1/6" SPACE IS RECOMMENDED BETWEEN ANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL P NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. H . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS SIZES D DETAILS SHOWING MEMBER BRACING, ANC ANCHORAGE, CONNECTIONS TRUSS LOCATIONS AND PERMANENT BRACING AND/OR BRIDGING AS REQU RED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL NGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SP INS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, A 4D ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. I FLORIDA BUILDING CODE 7TH EDITION (2020)RESIDENTIAL FLORIDA FIRE PREVENTION CODE TTH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70.17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR FJOIST*** LL/480 TL/240 *TL MAX 2" UP TO 401FT SPAN * *TL MAX 3/4" ***Ti MAY 'I P>- GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DIL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD OIL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 1.25 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARDRAIL 0 HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF' ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) 'DOT NOTES 1. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. '. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISKCATEGORY 11 BUILDINGTYPE V ENCLOSURE CLASSIFICATION. ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 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 O O (+) 27.6 (+) 27.6 10 (_} 29.9 (-) 37.0 (+} 25.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 50 (+) 24.8 (+) 24.8 04 (.} 27.1 (-) 31.1 t�l� YYY W 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS B AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES It 1 SHT NO:I TITLE 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 SA DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC lttllilllll////I .. U Fi A,Fs i,,, E J : vC10 6� 1• UU.I = CV fslIt tt Ec "m N W � g g 89C V (0 ano w S�fA°H g 0i co n Vm li LL ti 5� a pN E . P 2 .m�m5� 8 �4 SLL 96 a w rn 4 Mffl¢"g13BJ o V'�Wy2 p r O g W@ 'ELI Of 2 m S a;Z� 8 a. apppJeB oz,V J N sa www.rnsavacoM ❑ ❑ ❑ U � z M z N 8 - FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. it Is the Intent of Designer/Engineer listed In the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" 11TEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVEPRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 4" R 2. FOR MISSED VERT. DOWELS, DRILL A 3 DIAMETER 0 / n # R INTO LE EEP AT T E LOCATION F THE OMITTED REBAR AND INSTALL A 32 LONG 5 BA 0 0 6 D H0 0 4. DO NOT SCALE PLANS. DIMENSIONS ARE BE OLLOreq TO FOLLOWED AS INDICATED.p prevent error. r. 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 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS =ROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Desfgner/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO URE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL .undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 TO FOOTING). VERT..IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE GONT.. construction, All construction MUST be in accordance to the information found in these documents. Any questions regarding the - KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL .OF THE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2W' TrrENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE. information found in these plans should be directed to our Quality TRUSS FOR UPLIFTS MASONRY AND 7 -10tl NAILS TO TR. FOR S SS THAN 1720# . IF CORNER STRAP IS SS THAN 860 LBS USE 2 MTSM16 R UPLIFT LE )Immediate ( () OF FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, Q n Assurance Manager ' I . N a k willconsidered O b C ChB e5 I be MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM S AND 5 4" x 2 1 4" TIIENS ONE EACH SIDE OF TRUSS. 0 W/ (4) 1/4" x 11/2" SOB SCREW O1/ / SITE, MATERIALS, ORE EQUIPMENT, FROM MOISTURE MOLD FUNGUS FIRE THEFT VANDALISM TRESPASS OR ANY OTHER WITHOUT IMITATION THE RESIDENCE CONSTRUCTIONS TE TO PROTECT WI L Q For reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANYTIME, 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 FOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND EOR. HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. FLORIDA CONTRACTORS UCENSE NO. CRC1330146I 3000 GU LFBREEZE PARK , FLORIDA 3,WAY GULFBREEZE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED R 2NO FLOOR JAMS STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SI PSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. ® Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STU LOCATIONS. MASTER REVISIONS DATE DESCRIPTION DAMS eaT=jMNW1=V=t11Of HOMES - Northwest FloridaIIIIIIIII 3000 F'`EEZE PARKWAY GULFBREEZE, FLORIQA :32563 MCIDEL ).. REVIEWED I -OR CODE COMPLIANCE ST. LUCIE COLF' r BOCr FILE COPN LO LLJ w n � � M m L U) a 3 N ® 1L11�Ln a ® ® Model Name / Number: 1820 ® I Plan Issue Date: Friday, March 19, 2021 ® KA PROJECT NUMBER: 21-2999 Sheet: I Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(p10 BW1 18" (2)16d TOENAILS TOENAILS SPF NO UPLIFT BW2 SP2 W/ (8}10d E12116d / (8}10d SPF 402 18" STUD, (6) 10d PLATE (4) 10d PLATE BW3 18. (2) SP2 W/ (6)10d (2) SP1 W/ (6) 10d SPF 803 STUD. 161 166 PLATE STUD, 4 10d PLATE B1W4 1 16". (2) led TOENAILS (2)16d TOENAILS gyp NO UPUFr SP2 W/ *10d SP1 W/ (6}10d BW5 18" STUD, a 10d PLATE STUD 4 10d PLATE SYP 439 Btflf6 (2) SP2 W/ (6) LOd SPL W/ (6}10d SYP 878 18" STUD 8 10d PLATE STUD, 4 lOd PLATE BW7 12" (2)led TOENAILS (2)led TOENAILS SPF NO UPUFr F SP2 W/ (6)-10d SP1 W/ (6F10d BW8 12" STUD, (6) 100 PLATE STUD, 4) 10d PLATE STE 535 SP?6) BW9 12" STUD) iOd)PLATE STUD, (4) 10d PLATE SPF 1070 BW10 J2" (2)16d TOENAILS (2)16d TOENAIL SYP O SP2 W/ (6)10d SP1 W/ (6}10d BW11 12' STUD, (6)10d PLATE STUD, (4) SOd PLATE SYP 585 (2) SP2 W/ (6) 10d SPi W/ (6)-10G 13W12 12" STUD, 46 10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED OUBLE 2X TOP PLATE TOP OF WALL ,4 SEE PLAN 1� MASONRY WALL OR ICF WALL. SEE PLAN 2X STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S1 FOR NO UPUFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS by TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN W-O" SCHEDULE ABOVE F.F. SEE FOUNDATION " MORE 2x P.T. W/ 1/2" A a ® 32" O.C- EMBEDMENT OR 1/2- A.T.R. W/ SIMPSON SET W/ .. SW-- SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. : 'r REQUIRES MIN ALT.: SIMPSON 112" TITEN HD 9 82' O.C. 7/16- OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 411oo SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME N4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 01 OR SPF *2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP8 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "DIN" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORE). SEE WFOB/53.10R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO IS ONLY) FlRSW-ISINT FLOOR CONNEDTHEWIONS. (IS CONSIS DEREDA SHEARYPROIED REQUIRES MIN. B.IF"SW"S INDICATED THE WALLIS CONSIDERED AT 4- FELDARWALLAND (2)SIDE WALL. 7/16" PLYWOOD NAILS AT 4° OATH IN AND EDGE L1) SIDE 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR ATTACHED NA E EXTERIOR S / FOR PER NAILING SCHEDULE S FOR STUD SPACING AND GRADE WALLS SECTIONS ACT SEE PLAN AND WALLS aW4, BW7, THESE WALLAARE ONLY 9. IFTHE REARING WALL IS INDICATED THE DWI, S E BEARINGSHEARWALLS,WALL DWITHON THE STUDS ARE TOE NAILED TO THE HAVE UPLIFT. TUDS OADAND TA NOT HAVE SUPPORTING THE FLOOR LOAD E A HAR PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR SOLI ATTACHMENT IN THE BEARING WALL SCHEDULE. THE STUD 9. SP1/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE D INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10t1- O.SA8" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) C1 is)2 X4#2 SPF (4)-led TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8). 1/4" X 11/2" 2145 SDSSCREWS C3 (3) 2 x 4 SYP #1 OR- (4) -16d TOENAILS O (4) 2 x 4 SPF #2 DTT2ZW/ 1/2" WEDGE ANCHOR* & (8)1/4" X 11/2" 2145 SDS SCREWS C5 4 x4 P.T.#2 ABU44 W/5/8'AIR** G=6665 U = 2200 gyp POST & (12) - led NAILS 6 x 6 P.T. #2 ABU66 W/5/8"ATR** G-12000 CB SYP POST & (12) - led NAILS U - 2300 8 x 8 P.T. 02 ABU88 W/ (2)- 5/8" ATR*' G = 24335 C7 SYP POST & (18) 16d NAILS U = 2320 CB 3.5 z 3.5 P.L. 1.8E Rr-2400 PSI HOU5SDS2 5 W/ (14).1/4' x 21/2 $OS WS & 5/w EPDXY 5645 (WOLMANVED IF EXT.) ANCHOR, OR ATR** x 5.25 P.L. HDUMDS2.5 W/ (1411/4" x ED3.5 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8' EXOPY 5645 WOLMANIZED IF EXT. ANCHOR. OR ATR" 0 z 1.8E Fb-2400 PSI HDU&SDS2.5 W/ (20) 1/4' x 21/2" SDS WS & 7/8 EPDXY 6970 (WOLMANIZED IF FJIT.) ANCHOR, OR ATR*** r3.5 Ec-lu� 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU843DS2.5 W/ (20)1/4' X 21/2" SDS WS & 7/8- EPDXY 7870 (WOLMANIZED IF ENT.) ANCHOR, OR ATR- *-7 x 7 P.L. HDUS-SDS2.5 W/ (20) 1/4' X C12 1.8E Fb-2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT. ANCHOR OR ATR**- COLUMN NOTES 1 gEEFLODRPLANGENERAL FOR WALL WIDTH, STUD PACKSTOMNTCH mDNO 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/6-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 0" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8- ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1,8E) MAY 6E 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 OLk-LENGTH NAIL SPACING ad 0.131" X 2'k" 0431' X 2'A" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148"X3 0.131"X 3" SEE PLAN BLOCKING &TOE 0.148' X 3 VV 0-131" X 3 A4" HAILS & TOP PLATE 12d 0.148" X 31A" QA31° X 3 JA S" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d. 0448" X 3" 0.131"X 3.. 8" O.C.(ODMMON) STUD PACK 6" O.C. UN NAIL COLUMNS led 0.1B2" X3W' 0,131"X3'A' (2)180(COMMON) ISEE PLAN (3)160 ( GUN NAILS) HEADER SCHEDULE MARK HEADER. SIZE REMARKS Hi (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP W/112"FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2)"2X10#2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2)- 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) -1 3W X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X 31/2' H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS 0 1&- O.C. TYP. EACH SIDE (2) - 13/4' X 9 1/4 ATTACH TOGETHER WI(3)ROWS 1/4"X 3112 H6 LVL 2.OE Fb=2600 PSI SDS WD SCREWS @ 18' O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END. EA. END EA. END 1'-0" - T-il' (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN S. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED_ HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULTPLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" ox, ALONG EACH EDGE OR (3) ROWS IF 240 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 FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TIP EACH SIDE COL U.N.O. ON ROOF PLAN. (2).2 x 10 #2 SYP W/ 7/15" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) BM 050 FUTCH PLATE. NAIL BEAM TOGETHER USING (2) SIMPSON HB20 TO WOOD POST ROWS OF 12d NAILS CA 1?' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH 510E COL. U.N.O. ON ROOF PLAN. , I� . 2 x 12 #2 SYP W 7/16" CONNECTION: PROVIDE l 2) M 050 FLITCH PLATE. NAIL SIMPSON LSTA24 OR 2 BEAM FNA USING IM 2 TO D POST SIMPSON HTS20 00 2- ROWS OF 12d NAILS ®12 OF 1W OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE ,COL U.N.O. ON ROOF PLAN. (2)- 1 3/4' x 111/4" LVL 2.0E R7=2600 PSI. NAIL BEAM CONNECTION: PROVIDE 12) SIMPSON LSTA24 OR (2) M4 TOGETHER USING 12) ROWS HTS20 TOWOOD POST 1/4° x 31/2' SDS WOOD I OR (21 SIMPSON HETA16 TO CMU OR SCREWS 016" O.C. TYP. 001- U.N.O. ONJWOFPLAN, EACH SIDE. - (2)-13/4'x117/8°LVL CONNECTION: PROVIDE(2) M 2.DE 1`13-2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) Rows 1/4" x31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 4? 36° O.C. TYP. OR (2) SIMPSON HETA16 TO CMU :COL U.N.O. ON ROOF PLAN. EACH SIDE " 4"X1 LVL 2-3 4E Fb=2600 PSI, NAIL BEAM CONNECTION: PROVIDE (2) (V] TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SOS WOOD SIMPSON HTS20 TO WOOD POST WEWS 016" O.C. TYP. OR (2) SIMPSON! HErA16 TO CMU KACH SIDE CO 0. ON ROOF PLAN. , L. U.N GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN Iron TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R.. { \B./ oG Qu © 25 SH PRECAST SOTTO ®6'-8- - - - - - - - _ _ _ `. EGRESS EGRESS 12'-10* HOSE BIBB 4 wp wQ ¢� OWNER'S LANM BEDROOM #2 VAULT HIM u+� VAULT CEILING: a¢ _. 07 VAULTED CEILING DCEIEDROOM rr 3 o DD o - - - - - - - - - - - G.T. - - - - - - - - - S01 C S2 �. - - - - I 12%4" - - 5,-0" 7'-2" 3'-8 • 2'-0" 7'-2" H1 H2 (2) 3050 S ' I r 2868 0 2668 "I" 2668=- 2'-2"' r w 8' CLG `a ' O c°g z - - - ' BW2 ti 11 , 1R/ASH w W/ BASE PLATEit gr:. gFl LNO ATTACHMENTSbo GET BRG. WALL d 4° dD BATH2DETAIL 0- F76-111 VAULTED CLG 001 zD$B FAMILY ROOM 5-s" M-772s68 ro I t 10' CEILING 0 0 v W.I.C. On 2668 2x6 WALL VTR 10'CLG. ¢ 00 I 00 lit 60 PF 1, -___________________ _______________ -_ ------ ON N•N - � N 1': 1R/ASH ' ' ,BEDROOM`#3 4 � � VAULTED CEILING ti O 31$" 3.„ _4 -0 2'-8"1 4,„ � 13,_4„ f 12._8„ A O wo OWNER Z SA„ 9 4" N w LF.G. a BATH 3.5 uN N Y w iv VAULTED t I-G. tV i ` 'r, 36"FLAT BAR 5068 I I r - , / \`. TOP ON 341h" as 8' CLG.. iv WALL fr1 A/C io i -- - is N - - - 1R/ASH NGE/ D/W _ - ODD De COD ' SINK PROVIDE PLATFORM N FOR HVAC UNIT W ; VERIFY SIZE WITH. J KITCHEN MFGR DINING ROOM ©� , VAULTED CLG. i VAULTED CEILING N.ioF w 9,_3,; Z- 3,$"6'-7" , 7'-4" ' 12'-10" N w N N © - W °p J p � _ 26� ; z o VERIFY � REFRIG.rMM q LOCATION cq W BUILDER NOOK VAULTED CLG. I �: --� tc - O ' fc 10' CLG. rz -' N _ a oo I a$ I DEN.DRYER 868 VESTEP BEDROOM #4 W.H. THRU ROOF - N BOX DN. !YYER 10' CEILING VAULTED CEILING MAX LGT_35'-0" 36" AFT ro ADD INVERTED PULL ONE STAIRS HIP w/ B ELEV. i 22%- X 54"LO a 5 S3 OP NOTE: BUILDER TO PRO IDE H1 ' APPLIANCE PROTECTION IF A M I REQUIRED By MUNICIP ITY. SEE SHEET 4 FOR DETA 12 1 0 ' GRESS W/(z)NS. 2 CAR GARAGE EIt & TRANS. PE o0 8' CEILING ELEVA I LN`1 20.0" S-1 6,-4„ `s3 4 ENTRY a EGRESS N 10' CEILING ,�I SEE ELEVATION FOR LINE OF GARAGE DOOR ----------------------------------- <1111 ELEV. M3 �' ■ O WINDOW SIZE &STYLE S-3 O M 3 "B" & „D" C 16" SQUARE CD04 ' COLUMN TOP Q 9'-0" '-4" 2'-8" 9'-4" Y ' CD21 ' Si S-2 T S-2 N HOSE BIBS I � 16 x 7 OVERHEAD DOOR 2'-0" 16'-0" 2' 0" 6'4" 13' 4" 20'-0„ FLOOR 'PLAN SCALE: 1/4" -1'-0' ALL ELEVATIONS 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 +24.8 / 31.1 ® +24.3 / -21.5 U +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BFARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 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 aide. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12,7mm) gypsum board or equivalent. 4.R312.2.1 Window sllls in dwelling units, where the top of the sill of an operable window opening Is located lase than 24 inches above the finished floor and greater t u than 72 Inches above the finished grade or other surface o s below on the exterior of the building, the operable window shalt comply with one of the following (3 listed methods). 5. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 6. Ceiling 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. es Ceilings for exterior entries and covered porch to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The DEB 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 %EVIEWED FOR DE COIMPWxU�AE- LUCIE COUNT" BOCC AREA CALCULATIONS 1sit FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. \pppN I93I1/)rr 0 TOsi GLIdS S No Z * SS 00 Sslot,;U1 5�- N a Lo w S�IC103 to to 00 € M 00 ti 3 R aQ 8 4e U is C l683 `Y S(„t 4 �'R S y W`�/1a1 :Cq u a w V) .2F U9W-LL .\'I� h.T RIF. K Z� a5 YY Y yy O rF 5 g 0 dM8 OZ U 1 N N' !f VM"N.WSENMOOM ❑ ❑ ❑ 0 u2 z M - w Z LrY 7 L M � � w ,r V O w� V) c G Brij v, � mN U E m q t IQ U d 2 0nm ME C4 O0 a.N A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO, CRC1330146 3000 GULFBREEZ.E PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Fj Job Information: Ln c a) o 05 M LLJ i o as °rl° Z® -/�jr'A ' Li:D „J LJ.d v J ( J ® IVlodel Name /Number. 1820 Plan Issue Date: Friday, March 19, 2021 IF KA PROJECT NUMBER: 21-2999 Sheet: 2 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. (-) 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. „ 8.1 VARIES GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE L�PEDMIN. MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 6" AND SEALED, REINF. OPTIONAL CURB FOR T- GRADE SEE PLAN MASONRY@ ELEV. 0'-0-,-F.F. ; ' 2 4j 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM 75 LECS W/ (1) - #5 BAR CONT e � Of FIBER PER CUSIC YARD RBERMESH/RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/.MANUPS INSTRUCTIONS AND NER-284 FOR RBERMESH OR NERAJA FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR PIER& TREATED FOR TERMITES. LF ZTr(2) 2 STORY: 20" X 20" 3 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO REINF. W (3) - #5 CONT. BWELS/17� #5 REBAR GRADE 40 U.N.O. TYPICAL ,. SLAB. HOOKED FiG SEE PLANREBAR EMBEDMENT W/ 25" EXf. A OVE SLAB. () BAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR REARING RECESSING 5 U DOOR SILLS OR SLIDING GLASS DOOR SILLS. ERIOR SLABS SHALL SLOPE I/12"PER FOOT AWAY FROM HOUSE P N.O. ON LPN. FM01 SINGLE STORY FTG 1/2"=1'.0" FM02 SECTION @GARAGE 1/z"=r-0" 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED WN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SEE PLAN SECTIONS R403.1.4 9 SON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT ;ROUGH SLAB W i�- 10 P(20VIDE 4' STEPDOWN TO SIDEWALK FROM ENTRY B" (1) #5 REBAR 11 2SUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION CONT.Z000 REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE E14GINEER 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) IN EQUAL LIFTS NOT TO EXCEEDING 1.2".THE FOUNDATION SIZES INDICATED FM03 THICKENED EDGE 1/2' = 1'-0" = 1 -0" 0 THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL B ZARING CAPACITY Of 2000PSF. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 12 C I JNTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE IF GREATER THAN 24" CONTACT FOR OR S GG (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR REFERENCE FMASW FOR STEM WALL OPTION IN EXTERIOR CONDITIONS), CONTROL JOINTS TO BE 1/e" SAW CUT A DEPTH .OF1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ PROVIDE 13" WIDE RONT WALL ,?FOR"USE '_'-"^-'•Tf°APPRBVfiB�M2B,-� RECESS AT GARAGE F GARAGE LGAR DOOR. EXTEND 6" BEYOND GRAVIIbaTY F.O.M. EACH END, TYP. FIN. FLR. MARK SIZE DEPTH REINFORCING CAP. •" " �.. ! 171.0 1',0•. X CONT, 1'-0" 2 #5 E.W. Bat. 2000 • •' I F2.0 2'-O" X 2'.O". 1'-0" 3 #5 E,W. DOT. T200 ALIGN DRIVE W/ BOTTOM OF. RECESS & PITCH DRIVE tQI 1'.•e 2STORY: 20" X 20" W/3-#5CONT. F2.5 2'$"X2`15" 1'-0" 3#5E.W.SOT. 11000 4"CONC. DRIVE W/1/2"EXP JOINTS 10' O.C. TYP. i6' (2) #5 REBAR Fs.O T'0"X ww 1'JJ^ 4#5 E.W. DOT, 15600 FM09 SECTION @GAR. DOOR 1/2" 1'-0" =1'-0" F3.5 li-6"X3'-0" I'D- 4#5 E.W. 60T. 2J 50D 2xBRG.WALL F4.o 4.0"X4'W 1.0" 5#5E.W.Bar. 28000 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE F4.5 4'$" X4'$" 1'4^ 5 #5 E.W. BM. 34500 INFORMATION) F5.0 5'-0^ X 5'-0" 1'-0" 6 #5 E W. BDT. 42500 F6.0 - 61-0^ x 61.0^ 7 #6 E.W. BOT. 61600 ; SEE PLAN EE PLAN LEGEND -INDICATES 31NGLE3TORY FOOTING 8' 4" -INDICATES TWO-STORY FOOTING 4" 16" 4" 2-#5 REBAR -INDICATES PAD FOOTING FM11 I STEP DOWN BRG. 1/2" = vv FM12 STEP DOWN NON BRIG. 1/2" =1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN CURB 16" mo N - TYP. SEC. ELEV. 0'-0" WITH (1) 45 BAR CONT. (G.C.. VERIFY) w • REINF. i i0 F.F. .(SEE PLAN) 2#5CONT. 2 #5 BENT BARS W/ INSTALL LINING ` MATERIALS PER * ° .. N awi .'" MIN. 25" LAP SPLICE FBC A P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN MIN. FM14 I SECTION @ RECESS SHOWER 1/z = r-0" MIS TYP. STEP FTG. DETAIL 1/2" = 1'-0- ALTERNATE: REINF THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNERFND#5 CONT REINF BY COLD BENDING THE BAR WITH QUANTIN SANTIT FOR " MIN. BAR LAP OF 25" °D #5 X 25" X 25" - CORNER BAR ONE o c N FOR EA. HORIZ. cq REBAR,TYP, U.N.O. -- (2) #5 REBAR A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3)-#5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=r-0° FM23 TYP. FND PENETRATION 1/21 1'- 0' STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'4"-2'-0" 8". 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"3'-4" 10" 1011 20" 24" W/ (3) #5 BARS 674# 5'4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-O" >4'-0" - 5'-4" 18" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 ®18" O.C. TRANS,. 1162#. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NnTF.q' � r SEE CHART ABV. -MAX. F.C. + + '� P SPACING (0'C.) GA W.W.M. TO BE TIED TO #5 CONT.REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4,-0" (1) #5 HORIZ. CONT. TIED TO " a a EA, VERTICAL REINF. B FIN GRADE e" MIN, - In TO TOP OF n �s STRIP FTG. • - COMPACTED CLEAN FILL IN MAX 12" DFTB STRIP Fro. W/ QTY OF "MIN. COVER 0 REINF: PER SCHEDULE FMASW I STEM WALL SCHEDULE 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE T . 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION TION C BETWEENSLAB AND WALL WHEN STEM WALL EXCEEDS W-0" FIBERMESH.CAN NOT BE. USED AND F.C. ABV. FDN #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO AN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT MIN.4'-0" INTO SLAB/ STEM SEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #s CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEMWALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @J 16" - C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0' h . TALL (TYPICAL ALL CORNERS) c. 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. • 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS ,.SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. S. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS 00 ED- COMP. UNIT Irr�iLi�. � m in ro ;t HOSE+ BIBB , R" _ 4' 0". .- 3' 8" .. 4' 8" 4 73'11"TYP. L� CORNERS ■ ■ 1 16 ■ ---------- ■ ■ ■ ■ ■ ________________________ ' I ,____ ' -------------- _____ ______ HOSE i 1 1 : BIBB FM03 ; FM01 ; I 3 ' FM11 i FM 3 3 1 1 ~ 1 , F2.5 I N F2'S. it 1 ' - O 1 1 I RE O , 1 1 STEP DN. 4". ro , 1 , 3 1 1 TUB ; W.C... 1 UNIT: l ' a ��LAV N 2' 8" 3' 1 _ Tn �(t) 1 , i0 11, 811 4, W.C. " ------ Q ■ r.F --- 00 I r'''� '1 `�� I iir ' ■ I TUB S;F LES VARIEBI 1 I VERIF�DRAIN I I LOCAITION Q 3X4 1 F•G.- S_HW_R r I I 2' 2" 12' 10" . - - 24' 811 rr _ n, 1 or D r ,J SINK` ( � 00 ; � : 1 12' 11" ; o ROVIDE CHASE ' 1 FOR HVAC UNIT ' VERIFY LOCATION 1 0 FMOi , WASH `7 -------------- -----------_'� I--------------.� LI _ J 1 O I STEP ON. 4" 1 ;W.H. , FM12 FM11 ; , 3 1 � ' -------------------- ' a STEP DN. 51i1" i : I E NE 20' On I 6' 4" i 1-' m 1 1 , Iv w v 1 , 'tiI C J cD ` ' xo CL 1 1 1 , 1 1 Fr I FM03 : ' 1 � a o F FILE 1 FMO9 I : 1 i0 3 i0 : ------------------------- I � , ------------------ --'. J. (2) #5 BARS W/IN u EACH F.C. TYP. ®EA. FOUNDATION PLAID_ SCALE: 1/4" =1'-0" ALL ELEVATIONS COPY tTOq ( ✓��� .�0, Qp•G NS`• c. i S� , w 9T 4 • (y v LL Ao- to 0 N In g j 8 IWg ti ro m r ti WJi ¢ 3 2• N O - @ wLp UI R+10m� iIL Io J e6 ® O ¢d fn p. r£ c WWW.RI4ENG.CDMu ❑ ❑ ❑ � Z g Z ay a r In z " N co w o _ m + © w f inn tO U =cmE W t U e r; ryNry o C N 6 o M Q bD �W ®, DAMS '''HOMICS FLORIDA CONTRACTORS UCENSENO-CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: Of CD T LLJ c n i cry � � N LCI `0 1 LLJ : 2 __j cf) Model Name j Nurnbet: _ 1820 ® Plan Issue Date: Friday, March 19, 2021 FKA PROJECT NUMBER; 21-29919 Sheet: Of, FOUNDATION PLAN A LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820x 3 5460 APPLIANCE CIRCUITS RANGE 9500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000. DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10.000-10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 4096 OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B' = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 M USE 2 RED HEADS—/ TO ANCHOR WALL ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) FM24"1IALTERNATIVE PROTECTION BARRIER N.T.S. 11/2- VTR TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR GFI D WP I jSCO�NN�E W I_J VERIFY LOCATION IN FIELD �x U ¢w J w RIBS ------------------- INSTALL FAN Qc BOX PREWIRE WP INSTALL FANOXPREWIRE. GFI INSTALL FAN '-------- ------------------------ --- ---- BOX PREWIRE. - ---- n I I ' I _.emu , , I � I .,.,4+.. II o GFI ,i I ' .Ni FI 0 1 0- =� L - ----- ------- -- ------ -�_ GFl I \., _ '-' \ I t t I C DgVQ_� FANNSTALL FAN PREWIRE I ' N 1ai1 BOX PREWIRE �c ` 0 \\ �A ' Y I I I , I , I , e I GFI GFI - �20 - G FI FI GFI __ ____ _IGFJ 0 - ISP . 220 r — ------ - --- !I! MICRO/ HOOD I I I I ` GFI CEN. OF WALL dd _` 0 6d Z 3 � I 3 1 I 0220 I I , I r - I GFI .. \ GFl I dl GFI @ ELECTRICAL PB W.H. 220 42" AFF -- -- PANEL CM JITTIC ELECTRIC = IF REQ'D BY CODE o "n mw� o°�8 / J aZo-,/ - < /DOOR BELL > !� GGFI@ I GFI WP 42" AFF GFI Z > a w m FOR GARAGE `h{ iti ap DOOR OPENER Hm °6 n O m \ u •------------------------------------------------ , u � I COACF / LIGHT , I /I —--— -—--— - — - — - -— - COACH COACH LIGHT LIGHT , , , , , --F 1 INSTALL FAN L.1 BOX PREWIRE I I I I , I , I I , I , , .'� NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE:. REFER TO ELEVATION FOR TRIM. BIBB ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16- AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 B. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER. RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075,.GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315A.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12 FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH //`� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE ff==u TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET o 110 VOLT SPLIT SWITCHED OUTLET I,L W GROUND FAULT INTERRUPT 0 Lu '2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET DISP O DISPOSAL FT.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING ( BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L,E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONALOVERHEADSERACE VERIFYFINALAMPSNEEDED FOR SAMEA$ UNDERGROUND WITH ELECM CAL CONTRACTOR 200 AMP SERVICE '.,_;'1 P L y b1 N II,., tELECTRICAL = M 2" CONDUIT COPPER 4- -U :. 5^3 O 1H9YW .METER ®occ lJ D A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY#14 COPPER TO LIGHTS AND OUTLETS TYP912 COPPER TO APPLIANCES AND GFI # 10 COPPER TO WATER HEATER# B COPPERTO RANGE INTERSYSTEM#BTOHVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTIIF",�I�.EI: COP)' ELECTRICAL RISER ��G 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. ADAMS HOMBS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: c .-I � O0 y � cof trj IL W N J 0 t-�Um N N ® o J W Z M ' O D _Im(nw VI Model Name / Number: 1820 vF Plan Issue Date: Friday, March 19, 2021 KA PROJECT NUMBER: 21-2999 Sheet: /■ Of: ELECTRICAL PLAN VENTILATION CALCULATION 111111® DP OF BLOCI LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR. 25 SH BEARING @ ENTRY _ TOP OF BLOC FIN. FLR_I_ - 48" OFF RIDGE VENT 12 TOP F BLOCK W'DOW HEAD HGT 0 iO FlN. FLR. 25 SH (2) 3050 SH 4811OFF RIDGE VENT 48"OFF RIDGE VENT ■ ro to 33/2 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" DBL 25 SH ■ ZD DEL 25 SH — 25 SH 48".OFF FUDGE VENT TOP OF BLOC. 9 60 LEFT ELEVATION "D" SCALE: 1/4" =1'-O" 12 6 TOP OF BLO LITE TEXTURED DECORATIVE CEMENTITIOUS COATING IN. FLR a RIGHT ELEVATION °'D" SCALE: 1/4" = 1' 0" 12 6� FALSE DECO. SHUTTERS SEE DET. ON THIS SHEET 4X 12 BRACKETS IIgIE iv o DENOTES FLASHING LINE TOP OF BLOCK q R N FIN. FLR. 16' X 7' 32 PANEL OVERHEAD DOOR I I mill 11,11111 3068 DOOR W/ (2) 1068" S.L. AND 16" H TRAIN. ABV DOOR STYLE MAY VARY REFER TO SPECIFICATIONS exhaust 1uVJEW C FOR CODE OO PLIANC T. L CI /�C UNTN IBOCC BRIG. 0 ENTRY --- FILE Copt 0 � m m DBFI ---- -—- - — - —I - N. FLR. LITE TEXTURED DECORATIVE CEMLNTITIOUS COATING FRONT ELEVATION SCALE: 1/4" =1'-O" ``�0 TORP.E��s�� S E fe eTQ 1C) �a6N fi LU 41. oorA'. . L 09, . y4c; -Z mac+ 'O 'C LL s � U) � °�° G .r ��3$ phMgs` i a ul N a g C Ix IL S$2w m 0 J @ a E$F LL Mg gZj 0 3 w ¢ 0 WWW.FDSENG.COM ❑ ❑ ❑ U � z $ a J d — N ' z r n Ln m LnLn C Ln m fa _ w E �0ZS 0 4D c ¢ N o °o DA S' HOM �' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Fj Jab Information: e4 c � a N e LID 3: F-YUmma N �' ® 0 Gi Z) m o Fl Model Name / Number: 1820 Fl Plan Issue Date: Friday, March 19, 2021 KA PROJECT NUMBER: 21-2999 Sheet: 5 Ot: ELEVATIONS ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED(32/16 IS THE SPAN RATING. THE SHEATHING 20'-0' MAX 20'-0" MAX LTHICKNESS IS 15/32".) IF 15/32" IS SEE DET. TBO3 - USED, THEN THE ALTERNATE BLOCKING 1 IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR( BLOCKING" W APA RE( 1 FOR SPAN F 7/16" OSB SEE "HIP R BLOCKING" o D COMPLY ONIENDATIONS ATING OF DGE ETAIL BEEN IN mill C k C C JS C BOTTOM CHORD GABLE END BRACING @ ZOP CHORD 2X4 42 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 15" D.C. MAX FOR FIRST (4) BAYS NOTE! 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WINE) SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) �123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND AREA (SQ FEET) WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION HIP ROOF >20 TO 45 DEG, [4:12] [12,12] a=oft I,a AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 -51.06 5t06 � 10 GABLE 37.00 _ L -37.00 -58.99 58.99 58.99 -76.03 ROOF NAI LING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6"O.C. ON EDGE AND 6" O.0 INFIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (1Dd) NAILS @ 4" O.C. ON EDGE AND 4" CEC INFIELD r ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q• Q SHINGLE:1132 EXP. 1 (4220) TII F" 11v" EXP. 1 (a20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 is x 0.113") NAILS tot 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532 , SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 1 Od (21R' x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 42 SYP BLOCKING @ 1 a- O.0 FIRST 4 BAYS WITH. (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS Is 0 r ,"y ��1" a,4R ROOF > 20 TO 45 [DEG. [4:12]-112:12] W1 BLOCKING PER NAILING. SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO SE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES A MINIMUM 1" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Is". O NAIL AT BASE 2 ROWS @4"O.C. W/Bd COMMON NAIL. ONAIL AT TOP PLATE TWO ROWS D 4"O.C. w/Bd COMMON NAIL. NAIL OPENING PERIMETER WI (2) ROWS 04° O.C. w/ Ed COMMON NAIL. O NAIL INTERIOR AT 6' O.G. wl ad COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL ® IV' O.C. w/Bd COMMON NAIL O PLYWOOD SPLICES OI HEADER- NAIL SHEATHING TO HEADER w/8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT- © (2)Ed NAILS a T O.C. TO EACH TRUSS END OR O VERTICAL MEMBER IF GABLE END. 15132. OBB I II II EXPOSURE 1 I II O II SHEATHING I II II PROVIDE BLOCKING 1 II H I AS REQUIRED PER I If If I SECTION X-X IF NOT o FULL HEIGHT SHEET ----'--' - n FLOOR SYSTEM NOTE; Ed NAILS FOR WALL SHEATHING MUST BE MIN.131`X 21W. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN's" - (2)- 2. TOP PLATE BEYOND /� 1513Z' 038 EXPOSURES / SHEATHING T T II II II- II II I N II II 11 II 1 SCLID2XSLOCK1NG � p F I I 11 IN 11 1 ®ALLSHEATHING m III III II II 11 1 III EDGES x 1n� 111 UI II II 11 I III II 1 II I (SEE SECTION X-X) pt_ 111 IIl II 11 II I 79� Ili C III II D ii I I 0- IN III OPENING 111 II II II I II._ e iii I C X ii ii auk III III ul III IIII -Tl----- I 11 IIII ul u 111 JI II II I II II 11 2x STUDSBEYOND. W l�i IIII IIII I I I II III I1 11 IIII 1 I( 11 II JI II 11 I SEE PLAN D= � IIII I11I I I II 1 IIII 111 II II II I II II l I 2 IIII IIII II II 11 If INS I F It IIII N II I I II II II I 1 p Nz IIII IIII I I II 1 IL 11 1111 111 N I I II II II Iu 1 LN ALL8HEATHING Zx RIBBON OR BLOCKING \/ BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 8" �w�fri OC� N LL N � LL `Zx4 P.T. &SEPLATE BEYOND SEE LL. RAN ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 32 SPF TURNED VERTICAL W/ ME" FLITCH PLATE TO W/ (2) l2d TOENAILSEA. END. NAIL FLITCH 3/B• "S" = NAIL PLATE TO VERTICAL WI (4) 8d SPACING NAILS 314" 1/2" Q 1/2• -I 9 8tl NAILS ®3° D.C.S STAGGERED S 2" VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES-. 1820 ELE-VD 7'7S,S BEARING TRUSS ACTUAL CONNECTOR ID = CONNECTOR UPLIFT .EASi@NEA�v ` :. '. NOTES.., '. .. POINT UPLIFT DESIGN RATING_ C,3.1/ C5V"EY,E7U ,H7y 11-# �307#Or15&S HETA16/PERTRUS$MFG, 13310# `(5)!Od x1-4/V` .J.!'AQ$ AOb',t(i0§,A11),g01,Op3 '1/R `'-804#.grlgss.•i ;: WFTAi@IHdATe-; $1P#11RY0 " "�1'6dat4-k/2" ` A11 A24 L `M R / # 1 5 -33 qr 3 2 @ Ai H1OA H A1a HFT 6 /> ET / 10ari# 181 5fi ..', . / '1310# (9)10dxi-9f2"' 18 lOd X'i'1 2 ( ) I (9)10dX111f2It BOSH � L/YL;, .-'8�4#DTIeSg' � H OAI HFTA38 lt)40p/3R70#... IslOn1a' ' 1z " ( / 9014 d1A,a11&15#4r H10AIHETA167 HTA16' 104D#/1610#/. ` ,.1dX 1=yl2' 3#)10 (8)idax l-1/2" , i i8141+ 1d / () , HETA16/'(2IMTS12{(2)MTSit/ 1(2B)1t}t1 i: .. ,.. .. NkfiA #fi810A. x1<1f2" 910dx 2 1 ' ADS =` Lltv(IM/R 1859'#pr ISE9 :(2)HETAld/12)Hi'S7A /;(2)WY5zll # 'i52U#12Fzo j XK '14s)30d, 3/2 ." f;(3)Hk'TA16 2G OtT/ TR20# (43) t0a X 1-} f ,. ., '1 (i0)10dxi if2 TRUSS MANUFACTURER : PJ(OBUILD DATE OF LAYOUT. ;DA,EQf TRUSS,GUT$HE TS:-', yij/2g19' ` C= LEFT; R - RIGHT & M = MIDDLE BEARINGS. ' BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS ALL CONNECTORS ARE SIMPSON PRODUCTS '- C TYP. A� OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 r I c F 2 RAK BR T FR WI X > N CID NME ILLS -0mj F EA > cq tr•I M AJ 3/1_ 2_VLT 10'-0" CLG 3//12 VLT (2) D 4 DD 2) 3/12 VLF 10 -0B CLG 10'-0" CLG 3/12 VLT . ODD SPACE 3/12 VLT 101-0" CLG 3/i-12 VLT 81-0" CLG C 10'-O" G ODD SPACE ti N M i _ 1 10'-0" CLG BRIG. 8'-0" AFF C WWW/ KNEEWALL O 10'-0" AFF TRUSS LAYOUT "D'1 81-011 CLG GE21 S4 ►N SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPT SYP CONNECTOR&FASTENERS SPF SYP HETAIB M(9)IW x 1 VT OR HTA18W(10)10tlx112"OR OFRAMEM MASONRY I£TA20 W(9)1 Od x 1 V7 1810 HTA20W 10)10tlz1T2" Ind 1870 OFRAME TO FRAME F25AW(I(HWNMLS 53% 565 RTTAW(i%80 NAILS 515 5% © FRAME TO H1Mw/(18)1Nx I IW 1018 MIGA.M71101x11M' IM 102G FRAME HIM2W(I8)I0dx 1112`AT 2MYTRU66E6 E 2 W(IS)IMx 112'AT2MYTRUBSES an 1080 O O. FRAMETO MT912WAI41IWxit2"IAT EMERIOR am TWl2W(14)10dx1l0(ATEXTERIOR FRAME LOCATION IN♦CLNOE 9 I2d TOENAILS) OCATION INOLUDE(3) 1M TOENAILS t016 1196 OFRAME TO M13TWI 10d NNLSANDE/S' ATA. W1r N2) "34 T.R.M =Mg 3130 44M MASONRY EMBEOAENTWBIMF80N'8ET'EPDXY DMOI0d SIMPWDMSr' EMBEDMENTW8IMPBON'BET'EPDXY OF FPAMETO HTE20W*4)l0dx1l2'(ATEXrENgR JMW HTW20W124)IOdxl1/71ATEXTERIOR FRAME LO TIDN NCLIIDE e)12tl TOENAIS tly8 OCA ON INC UDE )12tl TOENARS t206 IND 1 ® FRAME TO (2) HTS2DV(4S)t0dx l tlr(AT EXTERIOR 2260 ) HTW20w949)tOdxi l2' SAT EXTERIOR 2570 3080 FRAME LOCATION INCLUDE 12tl TOENAILSA (B)TON IC DE I2d lOENAIL3 E4 N w ) BR2AME ITJ HGT2W/(18)1DMENT AN)(2)5/8'AT.R. WT2 W(1610tl NA1LSA10 (2)Sla"A.T.R. MASONRY WIT EMBEOMEMW31MP90N'9ET' Wir EM9EOMFNTW MMP9CV'9EP 1020 9A0 F-PDXY(HOTJFOR33LY) EPDXYBAIGTSFOR3-PLY) OFRAMETO H FGTRW(I8)V4".Y" WOmmREWS "m 4726 RFUSW(12)WS3W000SQREWSAND 7100 MASONRY AND (2) 12' x 5'TITEN HD ANCHOR SOLIS (4)S4'x6-WmGEd0LT 6E LGT2.1 6 1SINKERS J1 FRAME M A(7) W'xS1WITTEN 2 17M 2DAD MASONRY SEEN 86B LOW 2 © FRAMETO MA MASONRY/ DDLenw/(8R)1m SINKERS&(14) IM°x2IWTTM(2A_YTRUSS) MOURN! 0"lM-xTWEO(iE-BIXT(2 (ULUGT2W(22)1Sd3NKERS&It% PLVTRUBB) 3100M FRAME OR PW 10d MNKERBFggFMME (EP) 0240E 3779.E O1(82)16tl 81NX548 FORFgAME(EA) a99UF 4MDF 620.E FRAME TO (4 LGT3W 41/4'x3'9D99CREM9 (27 4 i30M �.,NFM wgT3W iM'x2 ilT WE26 ( 21 oN) N 80�M ]060411 Q MASONRY/ 818�&B'x5 TRENNR.Y TRJS�)x, 60.0E BB60f ��� 814aW8'x 4 WBI2 PLVTRUB&) ��F ]ry0-F O MASONRY/ MA6.)- IJB B U81135 (12)1l4"x23/4'TAPCONS ITO MABJ U11030 UOBSD FRAME ORF2)Rn21'16tl 81X23/4"TITEN1ro 8)10tl IFOR FRAME) P SYF SYRM ORn21 iM6lallN(FDR FRANE) SYRF SYP-A r� HETA180FT� HETAN (2) HTAISOPT(2) HFA20 ®FRAME IL] 1-PLYwKYW(dxtd CA 1365 1920 1-PI.YW(t.(12)Id 0R 18)0 BtA80NRV 2RV W 112)16tl 2345 ]SIBS 2.PLY W 112)1Bd 2430 HTSM19 w/(%1W NULSAND (0)tta'Y11/4" 98y 1110 HTWMI6W(811N NAM.SAND (4)1/45d Y4` 1146 122E M TA OF. WEDO O mAscR� RBOLT HT9M20 w1(mItN NAILS A. (4) V4121/4' CSS 11W TWM20wlp%10tl NALSNND 1471Mk10/4' TAPOON9 WEDGE-BO.T 114E 1226 OFRAME P TO H10SW(MEdx1,2`NAILSAo)D)3A3W' 780 910 MASONRY TITAN NO TO DTT2Z"Y (8)1/4'x112'SD9 WOOD DT wf(B)1/4AIMWS16MOD OFRAME MASONRY SCREWSAMD(1)t1V8AT.R.WOKIEDw/ MMP9CN'8ET SEE NOTEbI 189E 2N5 SOREWBANDo)12"SA.T.REPDXImwI SIMPSON'SET" EENOTEN 1510 JIM FRAMEro HT'IBM(26)151#1(r NAILS AN01f) ST 9 HTT4SW(21u I6tlx211T'NALSANO01 ® MASONM ATA.EPONIED.161MPBON°SET' 437S SON W-RA.i.li SPOKEDWSIMPSON°SEP - 5005 SEE NOTEMBELOW) ISEE NOTEM OELOV7I FRAME TO HITGWI RID 16C Y2 IYC NAILS AND Ft SUP 0 HTT45W(10) 16dx212-NAR.SNND(1) © MAEmRY AT.R.EPDXIEDw/SIMPSON `SET' (SEE NOTE44 BELOW) NO 42M WV&T.R.WOXIm WSIMPSON'SET. ISEE NOTEM BELONS - 4'.60 OFRAME Tq H109 w/(24)16dxI 1,2 NgIL9 S10 LUOTI W(23)8tlx112'NAll3 076 iW6 FRANE .TINS IMRKTW(4)1N'k1 la-SD8W00D RTIGM W(9) l0dk112' NAILS& OMWETO V MA9oNM 6CREW68(81114'x21/4'TpPCONS 760 ]B0 IQ Ita"z19M"TAPCONB 130 INS FRAMERS W DAT.R. OV MASONR (11)W' a EKDDE DWMO3OMDPS9C0RN£T ' 8666 4940 Wir MIN EMBmMEM TO (2)LtiTW(a2),taxr SDS WOOD SCREW$ ©FRAME MASONRY &R)WSATRE XHDMSIMFSDN film 710E °8EIi 1"w/ MIN. EMBEDMENT MAMEM V(dTM nn 1/4'xr SDS WDOO$CREWa& MUGT15W1221lOd NNlBb HTMS w/(18) O FRAME HDU4SD925W(/0)1WVI17'6D8WOO7 32S6 4565 10d NVL9 & p) SB'9A.T.R 41M SCREW88 (1) 6l8"BA.i.R TO (2) HTFB W 02) IW*2l? NAILS & (2) H1T46 W (�) i6tl421Y7 NAILS OFRAME Y FRAME 11)52•S ATR(BCE NDTE n41 497E 5090 xN1vrt'RATR IRFT NnrFEn - 5005 neueou nnuuenmR unTeR. 1. CONNECT ALL FLOORTRUSSES TO INTEROR 2. KLTRUSSTOTRUSSCd4FECT10NSAREM 3. (AC. MAY USE OTHER SIMPSON OR" CONI 4. FOR SINGLE PLYTRUSSES. SCAB aN FULL If 6- 1Z'NBN.A.T.R. EMBEDMENIT'M CMU BOND SE) 0- SGS TRUSS CHORD04'4T2x91742IMATCI (21 ROWS 1W ID V FROM END 4' O.C. AO MINMAL CONFECTORUNOON FRAMING%AN i. CONNECTION FOR ALL ROOF/ FLOOR TRUSSESTO MASONRY WALLIS LINTELB/IOF WALLS UNO ON PLAN 2. CONNECTION AT 24"OR 82'0.0 PENDING VFATOALS FOR ALL R=R TRUSSES PARALLFL TO MASONRY WALLS SEE DETAIL MINUS3.1 FOR MORE INFORMATION.. S CONNECTION FOR ALL HIP JAO((OWNER JACK) TO MASONRY WAL.LSUCF WAL1,S)LINTE05 4. CONFECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 2r O.0 MAX. M(2) AT EACH CORNER. O.C. TO VERIFY LOCATION DOES NOT CORR.K!T WFJI (IF APPLICABLE) LAYOUT 5. CORRECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WA1,8FAM5.1(2) 12dTORAHS © MIMMALCONNECTORUNOONFRAMINGPLAN 1..� CONNE"014FORJNXTRU9STOWOODWALLORSEAM `OJ. MINMALOONNECTORUNOONFRAMINGPLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING- SEE [RSHI SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS. BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE. FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP. DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS 1E TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS AP %ISSR UIRED;"UNNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. 9(,,,�� OMELL v FOR TRUSS BRACING AND ADDIT{ L ROOF INFORMATION SEE SHEET C.M.U. OR1CF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 1 1/24 LONG T-NAILS 0 2'-0" O.C. SECURE J-CHANNEL 0 12" O.C. 0 FILE Copy -METAL DRIP EDGE + -2 x SUB -FASCIA o I. CONTINUOUS VINYL /ON G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLAgbING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" 1\\Ol a R R s o 751 11f°°P``, ro li s5- KD 10 m w ODGoo e Q 12 le x e = mmi mgii �nn� W d mN`61eo a a W� a w , P 22a z L 3 11.0 3 H ggs8 Wh °m� a o 'fE�SA'B@ W��xa m p4J7 PJ--.. IL5ai,n� z�V d &>• F °S a. B tip N O Him m N VZ WWW.FD3ENG.COM ❑ ❑ ❑ U O z N Q Q fn Q a - n nn'' z � y V1 w M c tA _ �A �m I. U -E O Op Ny = pPCi c YDo AUDAIMIS HO 198 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information! 0 L0 LU O fn (3 }/ M 2 N o a m4i CL °00 X: 3 d • C N V' 0JLLIZ 1m/i o CL ® Model Name / Number: v� 1820 ® Plan Issue Date: Friday, March 19, 2021 VI KA PROJECT NUMBER: 21-2999 Sheet: 6 Of: ROOF PLAN D LJNTELBEAM: - 1 COURSE LINTEL BLOCK W/ 1 # 5 NONSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25'� LAP (ACI 530) TYPICAL SHEARWALL.SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25- (ACI 530) FOR MORE INFO , rL TOP OF SLAB MS02 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S,L 01 W/1 #5 REBAR CONT. SIMPSON SP4 WAS) -1GO X 11/2 SP8 OR SPA FOR 2X6 AND 2a8 WALLS DOUBLE 2x TOP PLATE I' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 I • P.S.I. CONC, W/1 #5 REBAR VERT. •T INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ 13) 1/2" X 8" "1" BOLTS OR (3)1/2" X 8" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR +' (8) 2 7/8" HILTI T%DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO n ni. ri, n N.T.S. 20" MIN. LAP #5 REINF. BAR P #3 OR 44 REINFORCING 7 /8' BAR #3 Ai#4 1 AP SPLICE �. 25" MIN. LAP #5 STD. 90° HOOK —Ai #5 REINFORCING BAR #5 LAP CPI IeE SCALE:1"-1'-0" 36 MIN LAP 1, A #6 REINFORCING BAR • ORADE,40 U.N.O. 6 LAP CPI ICE MS051 REBAR SPLICE DETAIL - GRADE 40 1 N-T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2x4 1/4-X2%" 12"O.C. 1 2 x 6 1/4" X 23A" 12. O.C. 2 2 2 x 8 1/4" X 2s/i" 12" O.C. NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST .LINTEL a i (2) 2X P.T. i BUCKS W/ 1/2' O.S.B. i BETWEEN FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER 15 USED, USE 1/4"X 4 1/2" TAPCONS- SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T.S. O O O ALL ELEVATIONS w 551 AT IDP MN. NWAS }ly CLigR aeon m l ooMM Ai 0,01 0 tic uxna aavlx Egnon 22+xxDxd^x1 sae"Acvu rww�x a uvra NARItlI a'NOMM�UrJFN TYPE DESIGNATION P. FILLED WnN aROJF/Y.YW1LLEp 011flllrr Cf w pl:eyi AT li 0" Isms."vet S1rFI6-1B/IT xb'nNNo U1 J L�416YtITY Gx ro NIX1MK XEKAIi REegle AT TL4 MATERIALS J. fc precast lintels = 3WO pat 2. Tc oa5tIsina d lintels=6000 psi. 3. tic grout= 3000 pal w/ maximum 3/8" aggregate. 4. Concrete masonry Units (CMU) per ASTM C90 w/ minimum net area compressive strength a 1900 ea. 5. Raba provided In precast [Intel psr ASTM A815 GR60.. 6, Flad rather par ASTM A815 GR40 or GI<SD. Phi ..Ing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM AS10. S. Mortar per ASTM C270laps M an S. GENERAL NOTES 1, Provide full mortar head and bed Joints. 2. Shoe filled AMels as.1.1fid. 3. Installation of Ilmel must OOVY with the archltecWml end/or simclaal dmwing.. 4. Unlels are malutectured with 5-L/2" long natrhas at the ends N accommodate Vertical Cell reinforcing and grouting. 5, All lintels meet or exceed L/380 warrant collection. except Lintels 1T-4- and larger Wldt a handled height Of 8' meet or exceed L/180. 8. Bottom field added reb s to as located at the bottom of the ]Mel cavity. 7. 7/32" diameter wire stlrups are welded to One, bottom steel for mechanical am homge. 8. Castleplaceconcrete may be oovlded in composite lintel In Ilea of concrete masonry units. 9. Safe lose ra1MgS based on rational design analysis per ACI 318 and ACI b30 10. Untel min. depths are celled out on hinted plan. If contractor installs a deeper llroal than Indicated on the Plan, doing this Increases the strength of the limn and Is reproved WIMort arWnsering letter. It a amaller Ionia is natalbtl contact FOR for Approval. SAFE LOAD TABLE NOTES 1. All vskaa based an mlNmum 4' bearing. Exception: Safe lose. for untilad Inhere must W radioed by 20%If bearing length Is less than 6-1/2". Safe loads for all recessed lintels based on 8' nominal be r ng. 2. N.R. - Not Rand. S. 690 load$ we total sueedmposed allowable load an the section specified, 4.. Sete loads based on greets 40 or grade 60 field rotor. S. Adcitlonai Islas load cepadlY can be obtained by I" designer by pmVH11g addlonal reinforced masonry above the precast 11"el. 6. One #7 tabor may be substitute" for two #5 moors in W lintels only. 7. The desgn- may avelueta umeaRreled loads from the safe least tables by Uslalatirg the maximum resledng moment and Shea at "am fmn the face of support, 8. For( composte lintel helghts not shown, use safe load from nrxt lower hell", 9. All ask loads In wits Of PUMiga Per linear faa, REVIEWED EOF ODE CO PLIAA CL ST" L UCIE COUNTY OCC LINTEL W/ 3GOOP8I CONC. FGROUT SHALL BE FLUSH SEE GENERAL CONCRETE WITH TOP OF WALL IULE FOR REQUIRED HURRICANE R R R ANCHORS ` �� ij (NPJ `f .T, ai�.q.. REBAR ON BOTH SIDES. OF OPENING U, N.O. ANGLE 3000 P.S.I. CONC W/1 #5 D . REBAR PROVIDE KNOCN-OUT - BLOCK FOR FIRST ^• COMPLETE CMU COURSE ^ BELOW SILL& FILL BOUD W/ (1) #S BAR FOR ALL ' WINDOW OPENINGS G' W AND LARCE Wall. .. CMU U.N.O. Lit , SEE FOUNDATION SEE FA O4TION PLAT PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT pVY in g N ¢ N.T.S. TYP. BOND BEAM 8'XS'x18"K.O. LINTEL BLOCK RLLW/3WO P.S.I. CONC. W/1 #5 DIA REDAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) >sL>&9E1/tTOf ff > SSE .. �� A yea m, o p,:lVec r`�✓�90 ��SS•L�NP�,,`w � a N T3 LL b 'I F E.y5 aF F UO OD n e 8 8 a a 9cV Qe d d S� sIi .BraGb WW''oor $ 0. a m It 8 w EE a L°zW 4,61Pcn E S H.c, ¢ o ILW mCC 2- al a Qa G 21Be, Z T) m,6 d J p t°-2,6 � YAWV.FDSENG.COM ❑ ❑.❑ z Z10 opt Z N z V � a x to Z 1, M T6 o L c I N +L. (n =1 c Eq V —N Vc Q:N O pD iw DAMS HOMES LN FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI \Job Information: O F IP 67 C N b i W N 00 2 D D If LO ONj J r r r (N (n ®_JLuZ) M o J m U) (1) o a VI Model Name/ Number: 1820 ♦ I Plan Issue Date: Friday, March 19, 2021 VI KA PROJECT NUMBER: 21-2999 Sheet: Of: m LINTEL PLAN o SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) W'x5" SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1l2" STEEL LAG BOLT i. W/ WASHER. MIN. 6 PER / ';, " r-: •t TRACK TO JAMB. °c'• ' !' (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o II ,I II II ,I " "J" BOLTS WASHERS SET IN o n FILLED CELL W/ #5 TYP. FILLED CELL „ VERTICAL MIN. 5 PER JAMB. SECTIONAL ® OVERHEAD DOOR o WOOD S P 2" X 6" o 1 s. Q �4Y`�`QI-T '9 TRIM .: •` <;�Ns= I. 2"x6" P.T. WOOD JAMB 4H " ,i a• 0 E DOOR AND CONNECTION PER `* GARAGE DOOR MANUFACTURER q GARAGE SLAB `r, FLOP TYP. GARAGE DOOR 'er F�asio�' TRACK MOUNTING DETAIL ,11I i{ITLW o o `- NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.Ts. CD21 ENTRY CMU COLUMN/BEAM N t�0 o §C'PC u� m LL LL LL Ain Lo D8 W _8®� 033N8s w a me s_ -- BLOWN -IN R-30 INSULATION PER FBC c AND ENERGY FORM SUBMITTED WITH 8 "6 ? r a Oki � "� PERMIT APPLICATION PROVIDE BAFFLES BLOWN -IN R-301NSULATION PER FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR w �.� m �' m to m 2 m d m - o 12 WITH PERMIT APPLICATION EAVES SEE PLAN TILE ROOF (PER ELEVATION) OVER UNDERLAYMENT p c a g BLI PROVIDE BAFFLES AT APPROVED Z rn SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA W c ; o PRE ENGINEERED WOOD ROOF SHEATHING •SEE SCHEDULE- ,- lwJ4Y.iO3ENG.CIXN ❑ ❑ ❑ FIBERGLASS SHINGLES TRUSSES @ 24 O.C. [RSH] - ON FRAMING SHT. FOR IO � TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT -,r-�-�'x 'x-�� -. SHTG & FASTENERS. /� U (w) ' r z PER FBCR 905.1.1 OVER APA ROOF SHEATHING -SEE SCHEDULE- PRE-ENG. WOOD i TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR o a Z N 0 Z [RSH] - ON FRAMING SHT. FOR TRUSSES @ 24" O.C. _ _ _ BRG, HT. Q� SHTG & FASTENERS. 1/2" DRYWALL a N , TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FELT PAPER OR METAL DRIP EDGE • ' v TRUSS PLATE FACE r •V 3/4" P.T. NAILER 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP t .�--- ----- — %�r SOFFIT. SEE ARCH. 1/2- DRYWALL CORNERS min (3) 2x4 OR DBEAM.`!•� )� PLANS ' +METAL DRIP EDGE 1/z" DRYWALL CURTAIN NAILER r 8 x 8 x 16 K.O. 1 x 4 P.T. @WINDOWS n 11 LINTEL BLOCK 2 X 4 P.T. PLATE END F SUPPORTING KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" O W — �+in CONNECT ALL 2x STUD 6 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. n p.ry. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. TO TOP PLATE WrrH (4) Lsd TOENAILS SOFFIT. SEE ARCH. " SEE ELEV. 3000 PSI CONCRETE a "U" (TYP.) ALL SIDES / i �y.\ \ (TYP.) FOR COR- O U _ N E PLANS PRECAST LINTEL u Qo �� °o \OO HERS FOR NON LOAD \ w s o !. 1/2" DRYWALL SEE SCHEDULE u / a ° s v BEARING SIDES NAILED v \ ccoo '® _ 1 SEE PLAN FOR HEADER SIZE N v i/o, ° °. ° w/ 16d NAILS @ 8" O.C. r O n iz v o �p \\ N o U�0 MM OPTION 15/32" OSB EXPOSURE 1 ON 1/2" x 8" J-BOLTS \ ' / / MAXIMUM OF (3) - 2X PLATES MAY BE O'H' EXT. WALL W/ ALL EDGES BLOCKED. \ (TYP.)4 COURSE HIGH A.F.F. CENTERED / �1 ���� HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. It SIDE w/2 WASHERS \ / CMU BASE FILLED w/ CONIC'= PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" n (TYp) w/ (4) VERTICAL RENF W/ NAILS AT 6" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON „ FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE N0. CRC1330146 ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI „ ALLLOCATIONS CONIC. ALLLOCATIONS PLAN Al-A1 OF COLUMN REVIEWED 3000 GULFBREEZE PARKWAY „ SHOWN GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN H & FLOOR PLANS 7. M1e�r^ E I C � DIVISION LOCATION: (G.C. TO VERIFY w/ FLOOR PLANCOMPLIANCE LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO K SIMPSON LSTA30 SEE FLOOR PLAN � T T" . PORT ST. LUCIE OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC, ♦ Job Information: STUDS ARE REQUIRED). r & TO FRAME BELOW BOCCI NOTE; 44" MAX. SILL HGT. ON / ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW r W/SCREEN WINDOW STOOL A CEMENTITIOUS DECORATIVE B PER SPECS n PRECAST CONIC SILL - FINISH 7/8" TiICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 H O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL u PER FBC AND ENERGY FORM EXTERIOR FINISH MORE INFORMATION). SEE TBI3 1/2" DRYWALL ON SHEET 6 - SUBMITTED WITH PERMIT (SEE ELEVATIONS) Ln FOR NAILING INFORMATION FOR APPLICATION Z (D 0) O) C +� R -13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #Z SYP. BASE PLATE 1 x 2 P,T FURRING FTG. DOWEL #5 DIA. REBAR ��\\ 17" IN CONCRETE - 25" 1 x 4 P.T. EXTEND (ACI S30) ABOVE FILE C O P I� W V) Iv7 m W Ih d AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. OR 1/2" x 8" TtTEN ( BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 00 t1 m a Ib Lo WITH PERMIT APPLICATION HD) w/2" WASHER AT O.C. WOOD BASE ON FOUNDATION PLAN Al , Al BUILT-UP CORNER MIN (3) 2X4 w/10-10d TO COLUMN y e•1 3 a: SEE WOOD BASE MIN, 6" FROM END -SEE W507 POST OR 4x4 POST w/ 2x4 UNDER ' EACH END OF BEAM V m 04 SEE FOUNDATION PLAN FOR TERMITE SHIELD ; SEE FOUNDATION PLAN FOR SLAB INFORMATION , J w � m o FOR SLAB INFORMATION TOP OF SLAB _ TOP OF SLAB NOTE: �, ' 2 X 4 P.T. PLATE � Lo EL BOTTOMSTRAPS MUST BE � % -J INSTALLED ON INSIDE OF ♦ Model Name /Number: GRADEGRADE COLUMN. DO NOT BEND L - o STRAPS UNDER PLATE. 1820 CLEAN 's W 'SEE PLAN FOR - PLACE STRAPS IN FILL ♦ Plan issue Date: COMPACTED d ':.� ^+ IRE -BAR QUANTITIES '" CELLS w/#5 REBAR - r (TYP.)4 COURSE HIGH CMU BASE ." " - FILL •. ". m -;�� ,.•, �! • �. , �'°; FILLED w/ CONIC - SEE PLAN FOR • •: SIZE. TOP OF COLUMN BASE - Friday, March 19, Z021 SEE FOUNDATION PLAN—�.'� SEE PLAN SEE FOUNDATION 2'-0" AFF ♦ KA PROJECT NUMBER: 21-2999 16" FOR FTG REQUIREMENTS PLAN WS01 TYPICAL WALL SECTION 8" CMU 3/4"=l'-o" NOTE: DETAIL CD21 I S2 MAY BE SUBSITUTED FOR THIS DETAIL -UNLESS NOTED OTHERWISE Sheet: 111111 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: R-191NSULATION AT EXTERIOR ' SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. STUD TO BOT PLATE: SIMPSON SP4 LINTEL'", 1/2" X 8" NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL .` WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"" e PEE o -1'-0N PROVIDE 2x4 ON TO ✓' r•L•O. OF 2x8 TO BLOCK OUT 2 ROWS 12d @ ieb� S S I:0� ® Ru OUBLE 2x4 `- TOP PLATE ATTACH w/ 3" O.C. PgI Li 1111 `io (2) 12d NAILS O.C. TOP PLATE (a(SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 4g" v \\ `\ 7/16" MIN. NAILED W/ 8d 2x4 STUD MAN, \ ` COMMONS @ 3" O.C. @ \ EDGE & 6" O.C. FELD RUN PER PLAN \\` \ FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE \ \\ BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 \\ `\ TO TOP PLATE W/ (4) 16d TONAILS (2) ON A. TOP PLATE SEE GE05 FOR N SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD STANDARD \ GABLE END \\\\ I \l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING 7\ I\N TOP PLATE W Ed 21 2" x 0.131 NAILS (SIM. w/ 2x6 & „ _ w c o NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF , N \ 12d NAILS @ 3" O.C. g a B I ` ` WOOD BEAM SEE 8a GOi m ` TOP PLATE TRANSITION PLAN FOR SIZE HUC210NHUC4100R(2) 's9 ao N # 4k `\\ \\ Z I E Fbc Do bm It ii PIPE OR DUCT w/ OUBLE 12d i' TO BUILT-UP COLUMN • + +I \\ ` ua] TOP SPLICE, = PENETRATION THRU (3) 2x4's OR 4x4 W/ (2)-10d Q SUPPORT COLUMN BUILT-UP MIN. 4 +I n TOP PLATE w/ MORE $ LL u I o THAN 50°.6 OF TOP (SHOWN AS 4 x 4) .e Z g a a a o 0 2 ROWS 12d N NAILS @ 8" O.C. EACH PLY g= " . LL m 5 2X TOP PLATE TO I 3 @ 3" O.C. , g „- = - R ` o PLATE WIDTH INSTALL GABLE END W/ 16d > SIMPSON PSPN516Z O £ . s I q8+ w/(12)-16d EA, TO COL, B � � � m m d NAILS @ 6" O.C. a. w/ (12) 16d NAILS TYP. m �m of J tiljh, *'� ALT: (2) MSTAM36 STRAPS s E' Z °' ii d a TOP & BOTT. TYPICAL BLOCK - CENTERED W/ (13)-10d NAILS a Z o In a + --- - +-+ 070M SPLICE a NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS WALL �,. �� Ea TO COL. + +I + + OVER STUD - �&&s •I `n TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. o.. TIE BEAM s 5 SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ . 9 _ r � 3 � WWW.FDSENGCOM ❑ ❑ ❑ 2X4STUDS @ 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 0 PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED z `O SHEATHING z o 0 COVERING NOTE: fff'''��� ` Z i Q PLATE LENGTHS MUST. BE AT LEAST 8'-0" LONG. TYPICAL GE15 FALSE BEAM AT GABLE END N.r-s. WF17 TOP PLATE SPLICE DETAIL 3/4"==1'0" CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. W I —� v ' z N N L J{ 1 �1 2x8 SYP #2 4 W a TOP & BOTTOM 0 ATTACHED W/ �o = d u (1) ROW 16d 2x6 SYP. #2 �� ° m NAILS @ 16 O.C. RIPPED U BOX HEADER DETAIL c r U 00 0 1" tb" 14h * CRIPPLES MAY/MAY NOT BE PRESENT. a N Q m *� IF ONLY (1) KING 7/16^ O.S.B. VERIFY HEADER ELEVATION A ClAMS HOMES (1) JACK USED AT EA, SIDE Q EACH SIDE OF OPENING G.C. TO 2X BLK'G. W/ 2 W 2 -8d INSTALL (3) TITEN HD. EA. END 12) 2 x 4 LAMINATIONS W/(7) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.145", L.v 3") DR EQUAL (ONE INTO EACH OUTSIDE FACE) D t ' L-342" OR EQUAL ZONE INTO EACH OUTSIDE FACE) ID=0162' L= 3 1/2") OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADERANCHOR NAILED TO TOP PLATES, HEADER&JACKREVIEWED FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NO. & SIZE OF FOR HEADER SIZE RAFTER TIES m 3000 (iULFBREEZE PARKWAY &Gw,oE 40P� GULFBREEZE, FLORIDA 32563 EACH END GO, SEE PLAN FOR -,�'�.�' b,��aT BEAM 5 ZE (2) LSTA 30 DIVISION LOCATION: F" 3 PORT ST. LUCIE NOTES (=0-_6 I -I I CONNECTOR REQUIRED 1) ADIACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4 rDIA. x51/2"LAG SEE PLAN Job Information: OPPOSITE SIDES OF THE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) SP4 AT (3)16d 2X CRIPPLES 016, 0 C. SEE SCHEDULE 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR COMMON THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. I 2 A „ O.C. FOR WLL W/ SIMPSON SP2 TYP. ' Y NAI LS(TYP) �GT TOP AND BOTTOM 2-ROWS 12d NAILS WF37 TYPICAL COLUMNS DETAILS N.T,S. STAGGERED@ I FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR ti.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS 7 REINFORCEMENT REQUIRED) •r" F.F. OVERHANG CMU— FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- M ©ATTACHED i0 PAO �`M�.. / �'.�� /1i/% • �F'� p���ll 161, • '• • •, NAILER F/r, ! • • • ! TO . •• Cd NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ROUND/ SQUARE TRANSOM BOX HEADER EACH END 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) 101-W - 1A, 3 4 3 4 * WHEN STUD LENGTH 12" C/C EACH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 O STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 #2 FILE COPY z STRAP x 0 0 S.Y.P. HEADER W/ cr) 1/2" FLITCH PLATE w cp lad NAILS @ HEADER- (U.N.O.) O 0. 8" O/C TYP. � L0 y J 2 FILLING AND BLOCKING AS RQUIRED FASTENED TO > � N N DOUBLE x 4 ~ CRIPPLE STUD HEADER W/(2) ROWS O JL/L� M '0NOTED TYPICAL (U.N.O.) OF 12d @ 16" 0/C UNLESS 1 rLO 0- M OTHERWISE _I v/ V!�� VIModel Name / Number: 2 x 4 STUDS TYP. 1820 SIMPSON HTT4 W/ (18) CMU 16d NAILS & A 5/8" Plan Issue Date: EXPANSION ANCHOR Friday, March 19, 2021 W/ 6" EMBEDMENT U.N.O. OA FNlNG `: OR 8 1/2" AT GARAGE -� STEP DOWN V KA PROJECT NUMBER: 21-2999 * * HOLD DOWN P.T. BOT. PLATE NOT REQUIRED 0 BEARI GS NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D.I I WALLS WITHOUT UPLIFT Sheet: S /� V{ Of: WINDOW OR DOOR OPN G MS18 RETROFIT WALL OVERHANG DETAIL N.T,S, WF39 TRANSOM DETAIL AT ENTRY 1/2 1'-0' WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2)16D NAILS EA. END. SEE [RSH] AX 9" UNSUPPORTED SAME SPACING AS BOTTOM CHORD LATERAL BRACING -- SCHEDULE FOR SHEATHING ATTACHMENTS.. IF> 9"2X4 #2 SYP IF> 9" 2X4 #2 SYP TO BE LESS THAN � OR EQUAL T045° (MIN. FIRST 4 BAYS) BLK'G @ 18" O.C. BCK'G @ 16" O.C. ' MINIMUM 2"x4" - Sd NAILS @ 4" O.C. IF 9" CONT. 2X4 #2 SYP W/ (2) SEE STRUCTRURAL NOTES AND NAILING CROSS BRACING - y ,, -^� � l0D X 0,1310 8" O.C. EA. SIDE WALL AND ROOF �� SCHEDULE FOR i IF a Q CONT. 2X4 #2 SYP i i � (SEE PLAN FOR a �. J = SHEATHING SEE TB13 SHEATHING DETAIL / W/ (2) 10D X 0.1310 8" ' LOCATION) , ,,.� . . -' , �..-. BLOCKING FOR SPECIFICATIONS O.C. EA. SIDE 2x4 SYP L BRACE. FOR 2x4 SYP OR SPF CROSS BRAG GABLES TALL / i I 2X4 #2 SYP BLK'G @ 16" . i STRUCTURAL SHEATHING 15/32" j OR 7/16" MIN. W/ 8d NAILS @ 3" APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR L B C FOR THEN 4S" O.C. AFTER.-NAILw � GABLES 6'-0" AND TALLER. O.C. W/ (2)16D NAILS EA. i i O.G. EDGE & 6" O.C. FIELD END. SEE [RSH] SCHEDULE . i i I _ ,•-'� . g12d @ EACH FEND & CROSSING AT 45 ANGLE. ATTACH L BRACE w/ FOR SHEATHING ATTACHMENTS: i' i' . i i 2x4 L BRACE FOR GABLES 3'-0" -. (NOT REQ'D WHEN GABLE IS FASTEN (1d 12d NAILS @ 4" O.C. (MIN. FIRST 4 BAYS) ,TO 5'-11' TALL, 2x8 L BRACE FOR r BRACE CONT 2x4 SYP OR SPF SPANNING (4j COLLLBPLA7E ` ' I GABLES 6'-0" AND TALLER. ATTACH L BRACE W/ 10d NAILS ( ) AGO wS 10tl @ 3" O.C. TRUSS BAYS 8'-0" NAILED /(� 2X4 SPF CROSS BRACE `.`�. AT 4" O.C. 3 12d w/ 3-12d TO CHORD MIN LO PL ( K�NAIL GABLE TRUSSPER APPROX. 8" FROM RIDGE JOINT 4 BAYS)TOTOP PLATE W/2x4 THEN 48" O.C. AR'ER. NAIL1ST LATERAL BRACING- 16d NAILS @ 4" O.C. 1 2"x8" ANCHOR BOLT �/ 2x8AT w/ (3)10d @EACH END & @ . ' I GABLE TRUSS CROSSING AT 45°ANGLE.BETWEEN NAIL OVER X-BRACE AS SHOWN- �----4 BAYB 48" O.C. MIN.CONTINUOUS SYP OR SPF BLOCKING TRUSSES @ 48" KNOCK OUT COURSE (NOT REQ'D WHEN GABLE , INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR MAX. FASTEN TO EA. IS 4'-1" OR SHORTER)CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP W/ (3)12d @ EACH US TRUSS w/ 3-12d NAILS EA.MASONRY WALL END ' `� `� ` I JACK TRUSS TRUSS WEB �` �` I SEE PLAN FOR CONT. 2x4 SPF SPANNING CONNECTION (4) TRUSS BAYS (8 FT) NAILED NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TO 2x4 BLOCKING @ 4" O.C. T613 FOR ATTACHMENT TRUSS w/ 2.12d AND 1 OVER JACK TRUSSES, SEE W/ 12d & (2)12d TO CHORD ` 1ST 4 BAYS) TB01 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON H8 w/ . 10-iOdxl1/2"NAILS PLAN. (MIN ,` ` '' FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x11/2" ` 4�NJ O TOR/3EO S •'' SOS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" 2x4 SPF BLOCKING BETWEEN NAIL TOP OF "T" TO 2x4 BLOCKING W/ .' ,mob ••• N S E • Q ' PROVIDE 2X4 MIN. BLOCKING AT TO TOP PLATE M / TO GABLE TRUSS w. 2-12d FFAMED TRUSSES @ 48" O.C: MAX (2)12d TOENAILS ; �. 9 6A CENTER LINE OF HIP/RIDGE, TYP. WALL OR BEAM AND 1SIMPSON HE (2}62tlT&(15 SIMPSON ti $� TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS HE W/ (10) 10d X 11/2". MASONRY WALL/ LINTEL NAILS EACH END TO TRUSS TOP NAILS OR WOOD BEAM/WALL 4BETWEEN CHORD @ WOOD FRAMED WALL @ DUTCH GABLE SEE PLAN FOR MORE INFO°., - p IN : (MASONRY SHOWN) � � L• TRUSS ALTERNATE TO BLOCKING G9E21 SECTION @ DUTCH GABLE 1/2" = 1'-0"�, A PRE-ENGINEERED VERLAP TRUSS BRACING �E®1 GABLE END BRACING N.T.S. o ,,s��TTlo WOOD TRUSSES AT LEAST ONE TRUSS 8" 0 RLAP' A---'-- TRUCTURAL PACE G.T. SHEATHING , m ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACKOF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSEHIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" D.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR E_ m o SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING 4 11..£ W IN Ln a 5 �, .PLANS g�wPg '.o Ili dI`d ro Ail 46 u u LL 2X4 BLOCKING �� �g"'Nm w BETWEEN TRUSSES HIP TRUSS & = o E UL °- g Uj SECT. AA Q O�LL? P it o TB03 HIP RIDGE BLOCKING DETAIL NI.T.S- TB04 TRUSS BRACING OVERLAP DETAIL TYP N.r.s. y<D_ OV J In 0Z �Be! J $ N °g 3 ❑ ❑ ❑ wmv.FlSFNG.COM F 4'T�Bj z TRUSS NOTES: O + a 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 a BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT Z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT dJ H EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. W g 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL _ LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. U 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. O w g 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5 PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. Ln m SEE TYP. TRUSS BLOCKING DETAILS U co N Fl SHEATHING � '=' � 0 3 TO 4 TRUSS x4 S SHOWN TRUSS SPACES ALT NATEyo DIRE T10N Q N o m 440 M RN A \DAM $ HOMICS VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS 12} NAILS OR HCLR/LL IN PLACE OF (4)10D SEC'ION TO TRUSS FLORIDA CONTRACTORS LICENSE NO- CRC1330146 REQUIRED 0 RAFTERS GREATER THAN 8'-0" &B 3000 GULFBREEZE PARKWAY SEEPLAN OUBLETOP DOUBLE SEE STRUCTURAL NOTES AND NAILING ^; a ""' ' FOR GULFBREEZE, FLORIDA 32563 PRE -ENS. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS VARIES w/ ROOF DIVISION LOCATION: 2x STUD WALL SLOPE .\ /, PORT ST. LUCIE SEE PLAN � ga, a."+ " LU%01 �a"a�FI a CONY. FRAMED RIDGE \ \ \ / / / °' ® Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 IC X642d 2X4 SPF BLOCKING \ / (4)12d WHEN IT LANDS SPF O.C. W/ d 4 " O. \ BETWEEN TRUSSES 7 NEXT i0 PREENS. TRUSS 2x$ BW NG. NAILED EACH TOP b(1M OR HB \ \ @ 48" O.C. MAX, SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN CE OF (4)12tl REQUIRED RAFTERS GREATER e REQUIRED w/ (2) MT812'S \ \ / THAN B''D" \ 2x4 SPF BRACE / • \ @ 48' O.C. - NAIL w/(4) 000 COLLAR TIE !I \ \ 12d AT EACH END & ( SHEATHI EVERY 3rd " RAFTER \ \ ALTERNATE DIRECTION CB \ 2X4 BLOCKING BETWEEN BEVEL CUT "%47) ai TRUSSES W/ (2) 12tl NAILS (OPRONAy ® EACH END, COM. EACH BAY B 18 2X4 SPF W/ (2) #TX3-i/2" / / TRUSSES L p ALTERNATING DB WOOD SCR EACH TRUSS SEE PLAN BLOCKING OR HS®48 O.C. / / `tl'Uj FILE COPY C O d �' .7 PREENS. TRUSS \ / DD = 0 J CONT. ROOF SHEATHING AT TRUSS TOP \ / / LC 7 STRUCTURAL SHEATHING. CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / /Y/� �' W CV N SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / / "— U)'^ 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}12d NAILS (4 DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM (USP MP4) ® \ \ / 2'-0" ON CENTER 2X4 SPF BLOCKING P� LM O_ V / EACH END AT 8'-0" TRUSS MAX 2x8 RAFTERS ®2'-O^o.C. \ A / BETWEEN TRUSSES Y V ® ModelName /Number: MAX. W/ (3) 12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM / \ ( 24" O.C. ND (TY (3)12d EA. END (TYP,) (SEE PLANS FOR TYPE) 2x4 RAFTERS FOR SPANS EBB THAN 4 Fr 0 2%0' O.C. MAX W / (3) 10D, / , ,\ SEE PLAN 1820 CONC. MASONRY — — 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO FUDGE BEAM VI Plan Issue Date: i & B CHORD BEARING SUPPORT Friday, March 19, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2"SPACE ® KIN PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-2999 2x4 S.Y.P. @ 16" O.C. Sheet: S ,A Of: T806 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS Q M THERMA-TRU INSTALLATION \\\\\\\\\\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma•Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P,T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3„ 3r, 3„ 3, 3" 3" III - — - — r1I Q r 1 ( r 3„ r 6' DOUBLE DOOR W/ SIDELITES )A IE I I" 61, 'PACE .VENLY '" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011' IN FRONT OF MECH. OFF APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. o TOP OF SLAB h m 00 Z I 'll III °1 I°.Ih�II° I 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. VpOto�` ....a 8, 8"....... -8 9" • SEA Ni NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/a' MIN HEADS.6 PER SHINGLE. Unyat� Rsy�� ,oyy° dGWrse �`� Rake r M go DD "mod' Sala 7^ oleces to use m 51hau valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT. SEALANT APPLIED ALL LEVEL VALLEY iTEXTURED, PAINTED BEHIND FLASHING OVER. WALL FINISH AND LOCATIONS) MINIMUM OF 6' ABOVE 9' X B" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL BASHING CONE. AT MEEWAI TENTRY PLASTER ST SEALANT ROOF SHINGLES A�. FLASHING CONT.-� > ,. FLASHING DETAILS NOTE: THIS DETAIL�IS REQUIRED usnauc AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION ,PACE VENLY INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP " w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK 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-'e.' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY °a 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 X 1dOOb FRAME11/ :FABF?ED T BY OTHERS Uk70>? %CRF1U, CAULK 8E'i TEEN ' FEN AsHEAT'FIEI<+i6 E TOR 3!#" MIN: Ew FENISH DISTAIJCE BY OTHERS CAULK SHIIIII`SPJusE BY OTHERS O.A. WINDOW HEIGHT INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R905.2.8,5 DRIP EDGE. PROVIDE DRIP EDGE AT SHINGLE ROOFS. OVERL OF A. (7oun). SAVE M Wn SELUw SHEATHING ROOF A MINIMUM OF 21, SNALLBEPERMITTEOT OVER OR UNDER THE Uh Madmum Fa9anarSputig (Jamb; Mead and Sill) M10 wawa Mounfing Etterkr View of Wall Freon N2Spvice/Pine/fU Or Nato Silicone l till) al-1/2" Screw Minimum causing Dead 1.3/9•. C roxsectic n V few Mnlmum � yr Silicone f EhderldrabeaMing Slept Measure m be sue the opening isWr to 1/2" larger than the windily slag both vatica%y and horltmhgy. ' You may wish m pre 01 the instaWMn hales in the fin aC this the rya PrialkYrOtEd Mir M the MM&W IR as ft one not f*Cm M Sty 2 Apply a gerheroa bead of slllcahe m the backside of the mounting fin, Use enough 51 iane to gOiC my fill all wills between the fin and the wag sheathing. Step 3 Inset the whom are the opening from the ouWde. The window is labeled "inside" and "autalde, but W these labels have been , Me glazing bead should always be to the of the Snip 4 IIr� ll shares under the snit, adjustng them untH the iunt He plumb building, one opening. Shims should be Ybtdged anchor the illl away 2 feet, `p0�91O 1Tf�� +3l The window should be casual centered In the with ro more tan 1/4" a between the window and wag fnari �� PAL "• 's °�i Stop 5 Imklfa a10a 1-V2°screw 4^ from the comer of the fin o each "it of the head, sill and GN bathambs. a,� JE step install the remoom g fastens; in IF incrimentafrom the cotter screws to the caaa of each seem mamber. use are nitro over- U.j �G 1g6A' tghten the screws and put dhem through the fm.Also, make we The screws 90 in straight and do not muse the from to bow. M+�.'v O a •••(t. Wall framing should bee miniahMh oM25PthzefMne/Rr a —1 N sp U.J Fasteners should be *10 screws of sul6dent length to achieve 1.318" abate, ineothe will and no law than 112" from edge of (ramp - O CVD z Faatelher ouantlgx needed In each ate of (mmetoadaewet d "•• L of rYar4 Menke 10" r 18- 26" 34- 42" 60" 111 66" 74" 82" 90" 98" i �• ` Numbs of Fatener; 1 2 1 3 1 4 1 S 1 6 '7 1 8 9 10 11 12 1 13 Sall 7 Relhowl genes, sH100" our from around the fin WHI Inspect for Mks or vvds. Use against to fill my voids. °°O! " F •�.P1.,"• `A~ Step 8 Ddesired, a roam Insulation on beapplied to the interior gap between the windrow and wag frasning. If gipped, M6'nwatbm the NON EXPANDING TYRE FOAM. (gll fill t ttt Step Sim these windows arc typically used in moms with high WNW Is, bathrooms, it is recommended that the Memor gap between the window and waft framing also besedled with sHkrorhe and racial so as nor to thereon, with the Imtaialmn of wallboard, file or trim. Step 10 Once all consauction Is complete, remove the bubble wrap 0pm the inside and outside of the window. IT neassey, dean the U' blocks with a mid deer and warm water using a soh doh. 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, e o 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATIONS$C103 m eo " d° 3; � ft ft SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION e _�g� - W AND CALL OUTS. aa� '•E£� 0 W¢W� a W to Lo Product Approval Submittal Affidavit d$3�Zt 3 0 Building Address: Contractor: a0 rn m ° Building Permit: aProduct Design Manufacture Model # Attachment Approval # a Pressures Method rs�� YAw1.FDSLNG.COM ❑ ❑ ❑ I Roofing: DADE 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z tt. NAILS. 3/8" MIN HEADS..6 PER SHINGLE. Z g n W/ 3/8" MIN PENETRATION THRU SHEATHING Q ROOFING VENTS: d DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING. NAIL, LO COUNTY APP. P oducts I 'd ve t" A D C. FL21580.1 R-2 Un ROOFING UNDERLAYMENT: N y a-•t w c. 1�* 1st Choice TAMKO BUILDING TAMKONo.30 UNDERLAYMENTSHALLBEAPPLIEDAND fo a PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL1232&R9 V _ W R905.1.1 0 w Overhead Garage Doors: ^ "' 1st Choice 1 +30.0/-30.0 CLOPAY 18 x 57 2"x6" P.T. WOOD JAMB WITH FL16546.8 53W5 (5)1/2' DIA. x 8" "J" BOLTS 2nd Choice 1 +30.0/-32.0 CLOPAY 8 x 7 FL15279.84 Swing Doors: �a o �m THERMA TRUC RP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 Q 1St Choice +67.0/67:0 FIBERGLASS DOOR LITE SERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 +67.0/-67.0 THERMA TRUCORP. SOLID AND MIN, 12' O.C. THEREAFrER, THE DOOR FRAME SHALL FL20461.1 I )A s HOMESI FIBERGLASS DR BE ATTACHED WITH 3/15" X 3" WOOD SCREWS MIN. FROM I 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" 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 ll GULFBREEZE, FLORIDA 32563 Sliding Doors: MI WINDOWS & DOORS SERIES 420 SGDVI FL15332.4 DIVISION LOCATION: 1st Choice ql .r Inror SERIES410SOD V' PORT ST. CLICHE n MI WINDOWS &DOORS glum. reinforced FL15332.12 I Job Information: Windows: 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION U " N 1st Choice +40/-50 MI WINDOWS Singe Hu (fin) ANCHOR WITH MIN, IAA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.9 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/30 MI WINDOWS Single Hung (flange) OF SUFFICIENT W6TAIENTION THROUGH 568' M E EMBED. WOOD TO WOOEW D BUCK. FL 17894.2 3540 SERIES SUFFIEfNT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT +50.0/-50.0 MI WINDOWS Single Hung (fin) Fl.17676.2 IN WOOD SUBSTRATE. 3500 SERIES Single MI WINDOWS Hung (finless) frame FL17894:4 Mullions: U1 M-1926 Vertical FOR ATTACHING MI WINDOWS, MULLION SECT5796 CUP INTO CONCRETE FL.18504.1 C) 1st Cho Ce MI WINDOWS MUlllon 3 16" TAPCON ANCHOR WITH SU C E GTH O AC IEVE A 1i p It NI-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH i" MINIMUM M i0 EDGE DISTANCE FL 1.5804.2 M y N Rxed Glass:FILE-Copy> to 3 3 Z St Choice +50.D/-50.0 MI WINDOWS MI 3640 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 M a > WITH MIN. 1 4" EMBED. MALL FACTORY DESIGNATIONS r� V •kr� WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD r 1 U W M 'tC BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE ® �W/� �/� Ir) EL 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: ® I Model Name / Number. Standard vinyl Staple 10" on center In direction 1st Choice +66.0/•71.6 KAYCAN LTD of length FL16503.4 R5 n 820 Plygem /. Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 10 Double 5 standard standard Vinyl staples solid 144 vs. d • 145 rL12194.2 ® plan Issue Date: Hurricane Panels: Friday, March 19, 2021 1st Choice Dade County App. SHUTT RE&GLACANSS Storm24" PanGa.els 24 GA. STORM PANELS FL18293 R3 ® KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 21-2999 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 5616 Sheet: S of: Name: Luis Pablo Torres Certification Number: FI. # 87864 MATERIAL Name: Certification Number: REFERENCE INFO (PSL) I MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING �WEATHER RESISITIVE BARRIER FOLD UP WEATHER / RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER DOQR ROUGH OPENING WOOD FRAME CONSTR.II EXTERIOR SELF -ADHERED FLASHING 3/4".1' EAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESI VE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAM 6". USE LIQUID NAIL BRAND - - OR.E L WEATHER PROOF CAULKING R\ \WEATHER ELF -ADHERED FLASHING RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING HEAD FLASHING TIE-IN INSTRUXTIONS: , - 1. Cut, told up & temporarily secure weather ' resistive barrier above headerto allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive burner back over head flashing and seal with tape SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER R EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING � m- 0 (SEE DETAIL WP07) SUBF1 SELF -ADHERED FLASHING 2 Scale: NTS ESISTIVE BARRIER I • ` ,N PO i SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR: ADHESIVE TO F APPLIED UNDER / THRESHOLD OF DOOR AND RETURN f/ UP JAMB 6". USE LIQUID NAIL BRAND R EQUAL WEATHER PROOF AULKING / O OU � 1 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING - -- NAILING FLANGE 1 SELF -ADHERED FLASHING HALF ROUND WINDOW r SELF -ADHERED FLASHING / DECK PROTECTOR SINGLE JOIST U� SELF -ADHERED FLASHING \HO.8362x;DECK JOIST O 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) W IPO4 SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST EXTERIOR CEMT. FIN. BUILDING PAPER SLOPE -0.3 (0.6. 1cm' 30.5 cm) SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD WIRE LATH BUILDING PAPER SELF -ADHERED FLASHING WINDOW UNIT SELF-ADHERI SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL 10ld )HERED FLASHING 6" FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include Hashing as described in Section R703.4. WINDOW UNIT R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 03 in :12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 cm: 30.5 cm) SELF FLASHING /� T C ®DUCTS D E A I L 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 - -ADHERED R 1 V asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where EXTERIOR 7 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 -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive CEMT. FIN. fl PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a described R703.1. manner to meet the requirements of the exterior wall envelope as In Section R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The Individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ®in each detail that corresponds to the to the water -resistive barrier is directed between the layers. BUILDING numbered Items In the list Of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater 2. Install flashing and weather resistive barrier to form water shedding laps absorbing layer or designed drainage space. O3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, Rashin Flashing. Approved metal flashing, vinyl flashing, membranes and mechanically attached flexible with the flashing shall be applied shingle -Fashion or in accordance with the manufacturer's instructions. Metal flashing shall be d o minimize a hesive la er -for ease of installationan i n embedded in the dcorrosion layer)pp scoring cuts with manufacturer's m m r n 6 shin shall ae a Bain accordance th the resistant. Fluid -applied Bea membranes a ee used a5 a e a COr 0 g PP o penetration of manner to prevent the ant of water Into the wall cavil r instructions. All flashingshall be applied In a P PP P entry Y SELF -ADHERED FLASHING W P03 CEMT..FINISH SILO 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 shah comply with AAMA 111. An exterior fenestration products shall be sealed at the juncture with the building wag with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" Minimum) with AAMA $00 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in RUBBERIZED ASPHALT RUBBERIZED ASPHALT ADHESIVE 6. Fold as Shown b aTowS y exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved 'lashings shall be installed art the following locations: ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the Flashing accordingly to fit tight t0 Comer 8. Mechanically fasten as necessary 1„Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface Of the Mechanically SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. RELEASE PAPER attached flexible flashings shall comply with AAMA 73.2. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: r (BEFORE FOLDING, SCORE RELEASEPAPERTOEXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed In the ADHESIVE AS SHOWN) 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. MECHANICAL LY 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 pan flashing shall incorporate flashing or protection NECESSARY CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 1.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 24. WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the intersection of Chimneys Or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 4 17 3. Under and at the ends of masonry, wood or metal copings and sills. 6 Continuously above all projecting wood trim. S. Where exterior parches, decks or stairs attach to a wall or Roof assembly of wood -frame construction. 6. At wail and roof intersections. SELF -ADHERED FLASHINGIWPO6 INSIDE CORNER 7. At built -In gutters. 1 " 2 4 5 ® /p P 0 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) iN V ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE INSTALLATION OF THE BUCK/RECEPTOR. Fwpo6 WIN DOW UNIT SLIC PE 0.3 in: 1210 jn (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WI E LATH BUI DING PAPER 0 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in :12.0 In (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER Cement Plaster in accordance with ASTMC926 over wood 2nd floor 'Cement Plaster over block t at floor Note: The building pap(.i, and metal lath must be installed over the top of the weep screed. - 7/8" Cement Plaster in accordance with ASTMC926 /- Fell backed metal lathe in accordance with ASTMC1063 i- Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/7' Unperforated Flange 7/8" Weep Screed '---- Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Slab OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 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 caulk bottom joint only Metal Flashing 3-1/2" Unperforated nge 7/8"Weep Screed 1/2" Cemeni tlous Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish FILE C'OP 21/2" Perforated Flange 1/2" Weep Screed �!-Install bottom / edge of weep screed 1" below finish floor TTT�yTerlOF l4[Ilrr'r Q fG �i ir'• No L iol�'F is lok N :a bt cc t swat sl LO m Q � a ea a o8�m rL mn 9e W €nnr aa,� wwfm. M a ID um m gal ` a a A o �Q�• N p Z V J y 'UM a 'NWM FDSENG.COM� 11 0 L) z o Z $ $ Z Q a N ri - m z t^/11 M QJ N LL W O O m U. _� w � U :? I� U - tmN E y x o r- aO�Y caI . Q to O OB ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: 6J... 0 T1 al Lo $ 0) UJI m o- m CL 1i O 3 U N fn J m In a Model Name / Number: 1820 III Plan Issue Date: Friday, March 19, 2021 KA PROJECTNUM13ER: 21-2999 Sheet: -r Of: WATER PROOF DETAILS 5" bath duct to roof cap 2 SH t TE�OS BEDROOM ED CEILING Ir.. 0 1. -6 14x8 lwcd 200 Iv 16x16 rag/ f:11�8n LANAI VAUL CEILING II DBL 25 SH<H'?', 2868 16x16 rag Sj DETAIL 14xl4 FAMILY ROOM "tr 25 SIT BEDROOM #2 VAULTED CEL-I G I m � r / /155 12 2 rag 14 1 wcd 2" ` � I S„ 26s6 -8' CL,-. 0u 1R`1SH w/ standard 70 0..' 10' CEILING � cfm bath fan W.1.0. 14x81wcd 8x4G . 5d 150 i,,.. N 10x1 I Y N \ / 0 6 1wcd O 42•.. 8. 5" e\\ OWNFF' 14" N VAULTED CL=. -- RANGE j D/W HOOD DR w Si 8 Z 42X42 A/C SLAB 14x81wcd Q ` KiTOH N B Y B L D R MIN 150 VAULTED 2' FROM WALL m I Z REFFIG, VERITY LOCATION NOOK W/ BUILDER < \ rj. 3 U LG 10 cLc. E�x4 1 cd 4" dryer duct 40 \� to roof cap 2868 \` w/dryer vent box H\ _ srFP DN m 2 _OAR GARAGE 8' CEILING LINE OF GARAGE DOOR 16 x 7 OVERHEAD DOOR 3.0 TON W/5KW 0240V 1PH 18x13 plen scale :1/4"=1'0" platform by bldr 9- N 7" -FD CFII IN(-' 10x6 lwcd 70 � 5066 I� 8' CLG. 1R/1SE 9 DINING ROOM VAULTED CEILING 145 12 1wcd 5" bath duct to roof cap w/ standard 70 cfrn bath fan 12x12 rag FOYER 17x12 rag 10' CEILING 0 H1 DER/■' BEDROOM__4 30 w/(2' 12 S.L. I 12x6 1 wcd & TRANS. PER 170 ELEVATION N i ENTRY LLI 10 EGRESS 10' CEILINGS —° o M I �j ELEV. v NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 FLOOR PLAN/ SCALE: 1/8" =1'-0" ALL ELEVATIONS AREA CALCULATION'S) 1st -LDOR 1820 S.F. TOTAL LIVING (AC`, 1820 S.F. GARAGE 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. FILE C Rating U O O NZ N (Y'1 yJ 0 N (� O�- - O C S — V V A vI W 0 U) W LU Q Q W � z W 0 O L IC/) V 1 0 < 0 O �-y-� LLJ ( Q CV O Z - 00 C1p O 1 }- Iz _ L.LI �% Z 0 Z Q LLJ J Q m 1-- Q OII Q a-,W ry�� /Pl_I J /, /]� V/ 0 0 Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.