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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL. APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTMC1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.% LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787,.OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE; OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESIST IVE BARRIERS. APPLIED OVER AND WHERE BE INSTALLED AS REQUIRED IN SECTION R703.2 BARRIERS SHALL WATER -RESISTIVE WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. TH E 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 N0. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE S STIVE 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 DES CRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED 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 PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER 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. ` ;k DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAIN AENT, 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" AR UND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTI OR 1.1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A- 064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON MADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHA BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A701 OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR DOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY 1 EMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. 1`303.4.10011CRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHTi,GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f m = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTI C27i 14A. . 3. COARSE GROUT SHALL CONFORM TO ASTM C476-1 WITH AMAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP S" TO 11•. CONTINUOUS MASO RY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL, BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 1.92 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLAC ED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL ASO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND B AM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPEF AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PF OVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACI G SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALL 3 FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS,1 SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE THE STRONGEST MATERIAL L H I AS SPECIFIED IN PLAN OR DETAILS. 1F CONFLICTS OCCUR BETWEEN PLAN AND DETAILS END BRACING SHALL BE EITHER R IN 2 ALL WOOD STRUCTURAL FRAMING MEMBERS EMBERS SHALL BE S.P.F. # SHALL BE USED. ATA MINIMUM, 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTEND BD FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY Of THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS AT HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA_SHALLHAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBIN I 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 SEL CT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED 0 STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH RTH 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 ENG INEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MI ROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEA I WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED ( /24). SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. OSB EXPOSURE RE 1'.OR 15 32" RATED EXP THING:? 16" STRUCTURAL EXPOS WALL SHEATHING: / A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH. HURRICANE CLIPS OR ANCHORS PER 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 OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD. LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN. ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNEDE BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH. AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INITEF LOAD BEA ING 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 POI MOREINFO. '. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 77H 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 31 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 -AAF-20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 .TOTAL (PSF) 1 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING 40 PS NfTS: TOP CHORD LL ( F) COMMME TOP CHORD DL i 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. 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) 1.60 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISKCATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® 5@ (+) 27.6 (+j 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8. 0 34.4 S 50 (+). 24.8 (+) 24.8 4 4 (-) 27.1 (-) 31'A (D (D (+) 23.4 (+) 23.4 100 25.7 28.8 DIAGRAM GARAGE DOORS SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" 1-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.57 TO GET ULTIMATE WIND PRESSURES. "all_ 2. a _END ZONE IS ONLY W/IN 4 -0OF 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 WI OU CONTRACTOR O WIND -BOURNE DEBRIS AREA. R T PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL. PRESSURES SHT NO:I T!i"-LE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS _S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAYBE 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 Desl g ner /En gIneer listed In the tltleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. i 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETE HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED. HOLE. USE A TWO PART EMBE=NT 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 DEBR S FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY 0 CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) 5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. I KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the information found in these documents. Any questionsregarding the TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCT I N MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2�4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality MASONRY AND (7)-lOd NAILS TO TRUSS FOR UPLIFT MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGA LESS THAN 860 L88(USE {2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS 10 W/{4j 1/4" x 1.1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. SITE, MATERIALS, OR EQUIPMENT, FROM MOISTUREMOLDF TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION E, A, Q, , , UNGUSFIRETHEFT , , , VANDALISM, TRESPASS, ORANY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OFTHE PROJECT, OR AFTER Assurance Manager immediately. No backcharges will be considered Designer/Engineer without advanced forreimbursementand CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. a roval NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED 0 NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISS FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ 126) 16d x 24/2" NAILS AND 5/8" ANCHOR BOLT SET IN IMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMBS D LOCATIONS. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. .SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Drthwest Florida 3000 LF"RE ZE PARKWAY GULFBREEZE, FLall©A 32563 a 2tff((� 0'37 Li REVIEVv CODE CO PLG� ,, .. ST. LUCCIE COUNTTN� BFedCC III/I' FILE COPY LOP a c O r JI P { 1 \ N 1 1111 N � lq gggg cw g u W aD 00 g .y1 D N O - 9r22f{~Jyy N N z n pNmo�oafrq a fry W a N a $0 a. 0 w 1.r ��igW 0 IR m m J 3$L Z a 5 Pi a w .rDSauccDM ❑ ❑ ❑ .4 0 4 0!g g qi z 0 n 4. � ,cyo q 4 rj �l a Z N iF��� lJl Ln Q m a!-I---r w I l u aw g Ln c U U a� s� yydi c cc Q N o eD 6 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: LIJ 0 m cn 1--�Um _l (1) a p _3 ED a J M Cn (n LO u Model Name / Number: 1820 VT Plan Issue Date: Monday, March 29, 2021 VF KA PROJECT NUMBER: 21-3103 Sheet: Of, COVER SHEET (*) 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. $" „1 GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. OPTIONAL CURB FOR VARIES F.F. LAPPED MIN. 6" AND SEALED. GRADE SEE PLAN MASONRY @ ELEV. 0'-0" ; ' e;;� — - - — 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS W/ (1) - #5 BAR CONT OF FIBER PER CUBIC YARD RBERMESH/RBERMIX ADDED TO THE ' CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 m ' "="` •'"'-'- !' FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VIBQUEEN VAPOR 'r BARRIER & TREATED FOR TERMITES. N p v • .,') ) F 2 STORY: 20" X 20" 3 ■ INDICATES FILLED CELL Vill PSI CONC. FROM FrR. TO ' REINF. N . W 3) - #5 CONT. #5 REBAR GRADE 40 TYPICAL SLAB. HOOKED FTC /17) 16" SEE PLAN DOWELSBEAM EMBEDMENT W/ EXTD. . ABOVE (2) #5 (2) # 5 REBAR CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR REBAR BEARING 16" RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. EXTERIOR BLABS SHALL SLOPE I/12"PER FOOT AWAY FROM HOUSE U.M.O. ON PLAN. FM01 SINGLE STORY FTG 1/2 -0 FM02 SECTION @ GARAGE 1/2"=1'-0" NO WOOD STAKES PERMITTED IN FOUNDATION. PENDING SITE CONDITIONS, FOUNDATION. MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. E ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SEE PLAN _F SECTIONS R403.1.4 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB m 14 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY B" 1 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: (1) #5 REBAR 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION CONT. REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ' ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST95% OF MAX. DRY DENSITY AS DETERMINED BY ASIM -1557 ( MODIFIED PROCTOR) IN EQUAL UFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED FM?!THICKENED EDGE 1 1/2" 1'-0" =1-0 ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. I SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR 1 CONTROL JOINTS SHOWN) ARE NOT REQUIRED BY CODE BUT ARE REFERENCE FMASW FOR STEM WALL OPTION SUGGESTED (ESPECIALLY IALLY WHEN USING FIBER REINF, CONCRETE OR IN EXTERIOR CONDITIONS).. CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 114 OF THE THICKNESS OF THE SLAB. FILL CUT W/ PROVIDE 13" WIDE FRONT WALL OR I ME•Rai RECESS AT GARAGE OF GARAGE DOOR, EXTEND 6" BEYOND F.O.M. EACH END, TYP. .GAR. FIN. FLR. SIZE DEPTH REINFORCING GRAVITYCAP. jibs] ALIGN DRIVE W/ BOTTOM OF o '.• 251 RECESS & PITCH DRIVE 4" CONC. DRIVE W/ 1/2" EXP - I ••� ' JOINTS 10" O.C. TYP.. 18" (2). FM09 I SECTION @ GAR. DOOR 2X BRG. WALL 2 STORY: .20"X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) EE PLAN r N ` F1,0 1-0 X CONT. 1-0 2 #5 E.W. GOT. 2000 F2.0 2 O` X 2'-0" 1.4.3 #5 E.W. BOT. 7200 Y: 20" X 20" #5 CONT, F2.5 2.3" X 2.6" 11-0" 3 #5 E.W, BOT. 11000 REBAR - F3.0 3'-0" X S'-0" 1,0" 4 #5 EWE SOT. 15600 1/2' c 1'-0" = 1'_O" n,5 T6' X 3'6" 1•-0" ' 4 #5 E.W. SOT. 21500 F4.0 4•-0" X 4lW 1•-0" 5 #5 E.W. BOT.. 28000 F4.5 4•-6" X 4'6" 1'A" 5 95 E.W. ROT. 34500 Ill 8 #5 E.W. SOT 42500 F6.0 J e'-0" X 8'-0" 1'-4' 7 #6 E.W. GOT. 61500 SEE PLAN w I ;� . •. LEGEND -INDICATES SINGLE -STORY FOOTING 4"� 16".e " 245 REBAR _ 8" 4" - INDICATES TWO-STORY FOOTING � -INDICATES PAD FOOTING FM11 I STEP DOWN BRIG. 1/2" =s'-o" FM12 STEP DOWN NON BRG" SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"X 4"x 10" o y TYP. SEC. ELEV. O'-0" WITH CURB (1) 95 BAR CONT. X=-,V(G.C. VERIFY) 00 , Z. F.F. REINF. i io Y.• (SEE PLAN) -.- - . '.- . . , 2 #5 CONT. INSTALL LINING ` Cj 2 #5 BENT BARS W/ w w MIN. 25" LAP SPLICE MATERIALS PER y 0 ' FBGR P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 SECTION @ RECESS SHOWER 1 1/2"=1'-0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0• ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF BY COLD BENDING THE BAR WITH SEE FND. POR MIN. BAR LAP OF 25" QUANTITY aO #5 X 25" X 25" o P CORNER BAR ONE N FOR EA. HORIZ. REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE / " 4" PVC SLEEVE - 2 STORY: 20 X 30 THRU FOOTING VVA3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/z•=r-0" FM23 TYP. FND PENETRATION STEMWALL HEIGHT (h) .FOOTING DIMENSION d 1 STORY d 2 STORY b 1 STO O O%2,-O" 8" 10" 16" >2'-0'3'-4' 10" 10" 20" >3 -4" - 4 -O" 12" 12" 32" >4,-0" _ 5,-4„ 16„ 181, 48" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. n p SPACING (O.C.) W.W.M. TO BE TIED TO #6 CONT. REBAR (1) 66 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR ® STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ CONT. TIED TO EA VERTICAL REINF „ RN GRADE-8° MIN. a . TO TOP OF ,i .t� . .. STRIP FTG. COMPACTED CLEAN FILL s IN MAX 12' LIFTS STRIP FIG. W/ QTY OF "MIN. COVER d REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE (ALL SCHEDULE MAXIMUM 'NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) 2 STORY IN STEM WALL 20" W/ (2) #5 BARS <674# 6'-8" 24". W/ (3) #5 BARS 674# 5'-4" 32' W/ (4) #5 BARS 845# 4'.0" Ili �" W/ (6) 05 BARS CONT. 1162# 2%8" & 5 @ 18" O.C. TRANSV. # NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND -VERT. F.Q. ABV. FDN. 44 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4%0" INTO SLAB/ STEM EE NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO ` #y CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE *1 s. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0' LEGS IN KNOCKOUT BLOCK @ 18" .c. D.C. VERTICAL. CAL. GROUTED SOLID WHEN STEM WALLIS GREATER THAN 4'-0" n * 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. S.R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS ' III *BEE NOTE 5 THAN 12 INCHES (305MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b 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 b `a TYP. @ CORNERS 4�3 10' 4" 3' 6" ■ ■ ■ ■ ■ _____________________________ , ___ ____ ■ ■ ■ HOSE ,________ ________________ ____, "________________-__----__________- BIBB FM01 ; I 3 ; o 3 , 3 _ i FM11 i� i FM11 r i� ' 1 V , F2.8 JIFF2.5 ■ O m STEP ON. 4" ; 1 • �. , m ' ■ 1 _ FM I. ' o \; ;TUB (UNIT , I I W.C. o ■ LAV. 9 0� ; LAV 1 I L J I 2 I odb ---- ____ �s4_ _ _ __ 3' 1" 2' 8" /A N L,yV�r� co 1 0 ' 2 11, 8" ' W.G. 00 I lirw STYLE9',,VARIES o 1 : .VERIFY DRAM(: I 1 I. I','�OCATION ;, I l n a litI(3X4;I F.G. S_HWR Y , J 24'8" •-----12' 10" 21 2 ,■ rn =—i In 1 P 1 It i , III Lam_ 'JJ .., )) Cam••::.. � ro S ):.SINK.' 00 `. ; -v co 12' 11" PROVIDE CHASE `p ; FOR HVAC UNIT ' VERIFY LOCATION - 0 3, 0 ', 7' 0„ o 1 • r ^ - n' ' FM 0 1 ' _- I la 11 1. 3 ' 0 WASH I I I COMP. UNIT - ' FM01 ��Q r - -,, I ] I;w; ; II., 3 1,� 1 II��� ------------ O� 1 L _ _IJ, , ■ ■ STEP .DN.4' , -----------------,=--^, W.H FM11 ' 3 I FIV1 I F2.5 t?o�P , 312 ro EO _______________, Z 4 _ Ing I C _Cl ■ ■ t S °' `"*te, "® (DO -- STEP ON. 5ik" O i I 4.,; F' 1 ; C.J. * -------i_ N ■ ■ ■ , I , ' `v 3, 8" o in F2.5 �. - - i , I I 1 ■ I i 1 ■ i I � ' 4" I , FILE COP inFM03 1 I , 00 o $ i '� I FM09 I F2.5 3 i fG HOSE , BIBB 1 ' ---------------------ill ______________ ______---_____________ 11111 ill 111111 T10160- ■ ■■ ■ `-(2) #5 BARS W/IN u EACH F.C. TYP. ® EA. 13' 4" 6' 4" ±2'0" SIDE OF OPENING 15, 0" 2' 0" 810, 2' 0" 19' 8" 20, O„ 10, O" 49•8' FOUNDATION PLAN SCALE: 1/4" =1,-0„ ALL ELEVATIONS "' 3 `�`��,taTtataatf y le s9 a o - N iD 0 to 8 H mD 00 g gF F LD m °r ms O M- Q'Acl� W m a o € � ElHt ° w�s�-� ■w�,-, +IIs m m e as a Z_ R1LL 4 d C E� o 60 J fn i°- � � NM1VWFOSEN6.COM. ❑ ❑ ❑ ED U z n 8 <' N o Ill - IL. ill a - ,r`ii Z N w A LL 4­1 w p U LnLn c (6 r J all V WNEo I W L O J i U yew 4� c m ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VT Job Information: C LO to Y yW } �% T4� O N W N d ® Q J W o Model Name / Number: 1820 VI Plan Issue Date: Monday, March 29, 2021 KA PROJECT NUMBER: 21-3103 Sheet: 3 Of FOUNDATION PLAN in, LOAD CALCULATIONS COOLING GREATER THAN HEATING GFNERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 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 + 40% 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 2'-8" USE 2 RED HEADS TO ANCHOR WALL OF WALL 24 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 HOSE BIBB INSTALL FAN INS ALL FAN BOX PREWIRE BOX PREWIRhlQ, WP GFI \,\ . - _ _ ,' _0 INSTALL FAN a ---- - ----------------------------- — --- - ------/-'�� de�BOXPREWIRE ,n , , I ' I I , I I , CM CM ' I . ' TTTT G 1 cq -I �.. GFI o 0 [E0 _ I I o I r ' r I � I / - ---- n -- { J---------rr7' GFI IN TALL FAN 11......I1 FAN BOX PREWIRE \ ;I' REWIRE a 'I 1.:.1 I I l f GFI GFI E R L 0 22 II �'� '-----. GFJ---' I- -----� _GFI------ GFI - 220 0 —_—— — — — — —— MICRO/ \ ( FOR D/W HOOD �y I o CENJOF WALLGFI, 3 ' VERIFY I LOCATION j r i GFII� III— IN FIELD D�I3CO—NNIET WIP I I �GFI 'J I / :GFI I 220 I , I (PP ELECTRICAL `' '� , GFI @ 220 , CM , PANEL \ 42" AFF W,H. _ \ \ ATTIC ELECTRIC ir S �' IF REQ'D BY CODE N INSTALL FAN - III / x M w BOXPREWIRE \\ V w o a oQ zz-� � J I DOOR I BELL I WP I GFI @ �Y GFI GFI Z a o ,lam 42" AFF O m N O NOTE: KEEP COACH LITE OUT OF BANDING, QUO NS, All ROUND COLUMNS WHEN POSSIBLE. REFE TO EL FOR TRIM. n n I� COACH' LIGHT GFI ' FOR GARAGE FOR GARAGE F a m a DOOR OPENER DOOR OPENER. z $ m .------------------------ ______________________ I , GFI@. 42" qFF I I , ' COACH --_-- _—_--- --_—_ COACH —COACH ---_—_ LIGHT LIGHT LIGHT i3L•L•' 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" AFC LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALLTRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED. FORBID 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 DEFECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED. BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR ILL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH AMONITORED 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 OFTHE 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 M 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 -a_q_ n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT V ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O - DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV� T.V. CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER Q RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE YCRIFY FINAL AMPS NEEDED SAME AS UNDERGROUND ELE TRICAL CONTRACTOR L 200 AMP SERVICE 2D0 = 2/0 COPPER OR 410 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 6 COPPER TO RANGE BONDING INTERSYSTEM #8TOHVAC.FILE COPY TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO Err HER a) APPROVED GROUNDING ROD W1 MIN. V DEPTH h) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. >I �I w A z 9 mgCL13 m 00 a a BfA®am a o 3: c� J cn � F Www:rnSENG.00M■ ❑ ❑ ❑ Z o % Z 0 —, Q a r �U) Z N Q W N = (I U —C4 E o U ) I` " 2 g] AMA aom 4m ® DAMS HOMBS 11■�I�Ir FLORIDA CONTRACTORS LICENSE NO. CRC1390146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE FF Job Information: C 1-4 Ln 7 LILj O N d Y6 O 4 C7 J LLJ v o Model Name / Number: 1820 Plan Issue Date: Monday, March 29, 2021 KA PROJECT NUMBER: 21-3103 Sheet: /■ Ot, ELECTRICAL PLAN VENTILATION CALCULATION TOP OF BLOCK LITE TEXTURED DECORATIVE CEMENTITIOUS COATING TOP OF a aD FIN. FLR.- W`OW HEAD HGT a0 SMOOTH DECORATI IE RAISED BANDS RETJRNS 2'-0" SEE FRONT ELEV. FOR SIZE & S YLE 48" OFF RIDGE VENT �6 BEARING ® ENTRY _TOPOFBLOCK_ SMOOTH DECORATIVE BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE FIN FLR. LEFT ELEVATION "B" SCALE: 1/4" = 1'-0' 48" OFF RIDGE VENT. 48" OFF RIDGE VENT 48. Off RIDGE VENT TOP OF W'DOW HEAD HGT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 0 25 SH (2) 3050 SH 25 SH FIN. F 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1' 0" V HEAD HGT_ LITE TEXTURED DECORATIVE li CEMENTITIOUS COATING 33/2 SH DEL 25 SH _-----_ BRG-@ENTRY -- _--- -__ 6 RAISED TOP OF BLOCK TRIM LR. ,I �-�FlN_FLR. - — �r 4"/8"/4" RAISED BANDS Li neat Feet of Sotiit needed to meet required ! 35 Lineal Peet of Saifit provided by plan 180 TOP OF E ■ 25 SH — FIN. FLR_ RIGHT ELEVATION "B11 SCALE: 1/4" =1'-0" LITE TEXTURED DECORATIVE 3068 DOOR W/ (2) 1068" CEMENTITIOUS COATING S.L. AND 16" H TRAIN. ABV. DOOR STYLE MAY VARY REFER. TO SPECIFICATIONS 12 �6 0 w REVIEWED FOR CODE COMPLIA T. LUCIE COUN ROCC 16' X 7' 32 PANEL S'X7'16PANEL OVERHEAD. DOOR OVERHEAD DOOR FRONT ELEVATION 11B11 SCALE: 1/4" =1'-0" aeTTUe: �rur�rr V �A 9 C O ? 1 H In tb r gosN m -8o 13,3 O'5=,PQ a tL �".55 a.m to 13z..d zo ark ass 3 �$ ge LL ZN me a a 0 0s.� s vnrwaflsENa.cON Q ❑ ❑ 0 � z 04 1 Z N 0 N Q K J w ri a u) ZICU N M � w v � m o m w i U NE I , 00 800 ti00 LO II A' DA S HOM 'S n FLORIDA CONTRACTORS LICENSE NO. CPC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VT Job Information: c .. O )FBLOCK 77y N CD `y to M D) e • J N I_ 00 a o O J Lu c � In LL M ( / VJ ♦ Model Name / Number: o 1820 _ ♦ Plan Issue Date: Monday, March 29, 2021 ® KA PROJECT NUMBER: 21-31103 Sheet: A Of ELEVATIONS )ONNECTOR SI r- USP-CONNECTOR ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET. T803 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT XIP SECTIONS G.C. TO PR( BLOCKING 1 W/ ADA RE( FOR SPAN F 7/16" OSB. SEE"HIP/R BLOCKING" Lso qi, milli I S 114 I it DGE MEMO mill mill logo I C BOTTOM CHORD GABLE END BRACING @ ZOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING CA 16" O.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. TBOS I 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 WIND SPEED (ULTIMATE) 1" MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG - WIND AREA (+) VALUE DENOTES PRESSURE [4:12}[72:12] (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r I,y �T I HIP -37.02 -51.06 '51.06 '31.06 I 10 GABLE I -37.00 -37.00 1 -58.99 1 -58.99 -58.99 -78.03 O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILEI' r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ W O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ® r ZONE 3, 3G, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O 0 SHIN OLE:1232" EXP. 1 (422o) TII F• D'3z' EXP. 1 ("20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Bd (2 a6" x 0.1131 NAILS � "'kkk r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN J132", SHEATHING SHALL BE FASTENED ' UaL WITH ASTM F1667 RSRS-0310d (2Y: x 0.1311 NAILS OR ASTM F10E7 RSRS-04 (3" x .120") NAILS 4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2A4 #2 SYP OUTLOOKER GABLEROOF 20 TO 4DEG. RAFTER W/ BLOCKING @ 16"D.C. IF NO DROPPED GABLE END, ATTACH 2x4#2 SYP BLOCKING [4:12]-[12:12] @ 1611 O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END, ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM V 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 ROWS @4"O.C. W/ ad COMMON NAIL. ©. NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W ad COMMON NAIL. © NAIL OPENING PERIMETER W(2)ROWS 04"O,C. W/Bd COMMON NAIL. /O NAIL INTERIOR AT B"O.C. w/Sd COMMON NAIL. EJ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ ad COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/Bd COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2)ad NAILS 03"OG, TO EACH TRUSS END OR O VERTICAL MEMBER IF GABLE END. 15132' OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING I II It I AS REQUIRED PER SECTION X-X IF NOT _ 1 _ FLLL - © FLOOR SYSTEM NOTE: ad MAI LS FOR WALL SHEATHING MUST BE MIN.131'X 211Z'. DO NOT OVERDRIVE NN LS: FASTENERS SMALL NOT PENETRATE SURFACE MORE THAN ID,' (2} 2. TOP PLATE BEYOND 1513T CallEXPOSURE 1 SHEATHING i i ii ii i1 [ 1 11 ll II II II I IJ II II SOLID2x BLOCKING F F II II I 111 4ALL SHEATHING wkq III III II II II I K I P I I I I I I I EDGES x m III III II ( II I (SEE SECTION X-X) p F III III II II II I 0 III uK C III II II I 1 In u D N 1 0 _ ul III OPENINGIT UI u u n I F --- �I - - - III III II I 1 I 11 II & III C .11 X jtI_ II II D-�� III It 11 N 1 2x STUDS BEYOND. � IIII I I 11 1 111 II II 11 I u9 lilt 1 I 11 i 11 I II II II III II II 11 I. SEE PLAN = � IIII III II 11 I 1 I I 11 1111 II II I, 1 o III IIII I I II 1 I I - II 1 II II II 1 I III II II 11 I �2 IIII lilt I I I 1111 II IIII II II it I IIII W 1L _IL 1 LL L !4 ALLsHEATHING A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM - �FWH..�yywNMJJJJ �QttOtt� wB� NW �yttLL 2x4 P.T. BASE PLATE BEYOND SEE PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 L12 SPF TURNED VERTICAL W/7/16' FLRCH PLATE TO WI (2)/20 TOENAILS EA END. NAIL FUTCH 318" 'S -NAIL r3TAGGERED TETOVERTICALWI(4)6d SPACING LS 31C 1l 1 R 1/2" NAILs @ 3" O.C. -I�-f± a T e e e S �VERTICALSLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TF CONNEGFORSCHEDULE FOR: ADAMS HOMES -1820 ELEGB3CF T�l(IS565 BEARING TRUSS ACTUAL CONNECTORS)CON HECTOR UPLIFT FASTENERS NOTES POINT UPLIFT. .DESIGN RATING AIOD02B,C1-05,C1V-CSV,E7,VV, L/R 307#PY1 5' HEfAi6/PER TRUSSMPR 1810# (9)Ind xl-I/2" E7VP, P7, H7V 246#°1 l4i, ,i110A/PERTRUSSINOR - 1040# (18) 10d x 1-1/2" AG3L PdGj AO9' �^ Uf R: ': -8Cd'YI°rtNs# -NETN6(-IfETg18 ;1E 10#/18108 (9) Ind x 1-1/2" ,. ., ,. , [ �, (9) Ind x 1-112 'X?'3 L%R +-209PdbYldyl (2)KiTA16/( 'HE TJl1b` '•'AS651F/2365p (12)16d �dr)R 3A24dr leti.' NETAIBQ HEYAI&, `1890p/'1810X (9) Ind x 1-1/2 (9) Ind x 1-1/2 "6018 CIR SSbp&T )85d PER TRU95MPRi HhDA •Ixt 111 (18)Ind x1-112 f11§ 1iMyle, S32Xod'IazF �' RETp1k /HiOAf PERTRUSS MFA yi839#11040k (9110dx1-1/2 . 118) Ind x 1-1/2 (2)HETA3S/, PER TAUS5 L10)1odx1-1/2 Aft§ tVMJR` 933 #odPFa 1 MF �Sy20R}SO40R (16) Ind x 1-I/2 T & M = MIDDLE SEA MARE REFERENCE ARESIMPSON PROL PA OR TRUSS BRACIN AM AND ADDITIONAL ROOF INFORMATIONSEE SHEET S-4 FRAME TO MASONRY OFRAMFTO MASONRY 0 FRAMETO MA6DHRY QMASONRY, FRANIF TO FRAME FRAME TO MASONRY, NNECTOR B FASTENE TA18 W (M10dx1 V2'' IETAH W(%tNx1 V. H25Aw/(,0)Bd NAILS H10I 11* B)lMxl VVA72FLY (14)10dxl la-NTEK N INCLUDE (3)12d TOE IMNNLSANOW A TENTI081MF9ON'BET ,7(24)1ndx1,2(AT BY ON wcuunE(5),2d TO WHMtWx i VS' (AT 1 cN NCLIAE (S)l2d Tc 18110ENAILSA (2)1 MSEDMENTvi(MMPSC OXY01OT-3FORIA 9)1M'xS'SDS WOCC 2' xW TEEN IN ANCIi SPF SYR 1810 535 555 101E 1U40 01 1011 no BUD 33SO 39651 118E lain 2280 2620 10990 SIMI 474 17W Mw WD-M OWN SHOP 31 RSDM 86T0-M roloF SeSMr O[XINECTORA FASTENERS HTAI S w/ (10) IW x 1 IS' OR WAS) W 00)10dx 110 RTTA W a0)85 NAILS ISO is" 515 535 099 1020 USE 1080 100 1195 3330 4495 ISMS Ib90 2570 3C80 7020 VGA 7fN 310D7 3800F 4520E 0480N 7pE9M SFeDP n1Ms OMASONRY MASONRY/ MAS.) M(12)IW NUptl W1ENIT MAS) p916O UBNO Min HWSOPTW W(NiW TOM OR(14' )FRAME) Uxl"O UN1AP UWSO SyP- FRAME R(12)) 1 M&(6)R11(FOR OR (12)16tl &1511m (FOR FHA4E) 3YRF SYP_M BYP-M IN&(M I Od(FO a¢02115d 81811W (FOR FRAME) 9VP-F 9VP-M FRAME �HETAIB OPT(2) HETAN Iwo 1920 (2)HTAI6OPT(2)HTA20 111 MABIXNRY MASONRO 1-PLVW(10) twx 1 la. OF �85i]56 1-PLYW(10)10dx112'OR 2430 2PLYW(I2)t6tl 2lLYW (12)18d HT3419W(6)tnd NALSAND (4) 1/4h 114' B55 1110 KM16WIMIW NAILSAND(4)1l eON" 1140 UNG FRAMETO TAPONS WEDO BCLT r4: MASONRY HT9M20 W(1a)10d NALSAND(4)1/4Y21N" 96B 1110 TWM20w/(10)IOdNALSAID(d)114'x12N"TAPCONB WEDOE.BOLT122E FRAME TO H105 W(9) Edx11R- NAILS AND OB 54MN"MASONRY 910 TITAN ID]80 FRAME TO Dn2ZW(&)1N-xl la SCSWOOD wwTZW(B)IwA 1/YWSI5WOOD MASONRY SCREWBAND(1)1.2'SATR EROXIEDWI INS 2145 SDREW6AN3D)lrPSATREFOXIEDw/ 1510 INS SIMPSON'9EP SEE NOlEw4 SMPEON'SEP IBENOTEM NAME TO H w(20) luA sw NAILS MD (1) wr0 HTT40W(25)15d#1fJ•NALSAI011) ID MASI ATAEPOMEDw161MPSOFITEr 4375 SM Y88 AT.0. EPDXIFDw/SII.PSON EET' - SOSS (SEE NOTE AM BELOW) (SEE NOTE M Stamm FRAMETO H74 W(18) 15d4 IQ' NAILS AND (1) NS" 0 HTT45 W(S) 154# irl NAILS AND (1) © w[AsONw ATR.EPDXIEDwISIMPSON%En 3640 4235 NYS A.T.R. EPDXIED W/SIMPSON'EEr - 4160 (BEE NOTE 54 BELOW) (BEE NOTE W BELOW) O FFRAAEO "10 V(24) 40d M 112' NAILS M5 910 LUGTI W(23) ad XI 11T NAILS WIN, INS OFRAME TCI fIMBKT W(4)1/4k11R"SD9WC0D 700 700 RT1Ww(0)10dx1 IAFNNLS& INS 1395 MASONRY SCREWS &(5)iN"x2lie TAROONS (4)lWxi3WTAPCON6 FRAME TO VGI 05) 114NY WS WOODSCREWS& O MASONRY (1) MSAA.MR. EPMUI SIMPSON'SET" W55 *NG W 1ZMIN EMBEDMENT FRAMETO (2)VGTW(3�3G1"SOS WOOD SCREWS 5(2)515'OAT.RAONEOW81MP90N 5170 TIM SET W 12' MIN. EMBEDMENT OFRAMETO var W (1e) vbxY apsvAwD acREws a HDU4AD82.5w/(10)i9-9108DSWOGD SIMS 450 MUGTI5V(22)lWNNLS&HTT45.W (18) 4180 FRAME SCREW9&(11 MYBAT.R. 1Md NNUSIL(1)&E"BAT.R OFRAME Y TO (2)NITS .1 (am I ww 1/Y'NMLe 6 �`' `"NO M HTT48 W(32) I SENS 1YY NALS 5005 FRAME Ill MB'BA.T.R. IEEE NOTE W) &(1) S/YB AT.R. IBM NOTE M) Reuebu rHWWemnP unTPA• 1. GONNECTALL FLDORIRUSSBE TO INTERIM BEARING WOOD WALLS/ SEAMS wr(2) 128 TOENAILS. * AI TEFUSS TO TRUSS CONNECTIONS ME FROVIOEO BY TRUSS MANUFACTURER, UN.O ON PLAN. 3. MO. MAY LIKE EITHER SIMPSON OR USP CONNECTIONS. BEE rRAMING PLAN MR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FUL-HEIGHT SYPM Sx4'TOMUSS VERYF104L WEB W(2) MM OF 10d NAILS CD Y O.C. STAGGERED. & 12' W". ATM EMBEDMENT@ CMU BOND BEAM U.N.O. & SCAR MUSS CHORD W rA"2x SYP N2(MATCH CHORD LUMBER SIZE) wl(2) ROM 10d M 4" FROM END &VO4. STAGGERED, CENTER AT CONNECTOR LOCATION AS MULHASPOSSIBLE. OA MINMA CgNNECTpR UNOON FRAMING PLAN 1. CONNEOTIONFORALLROOF/FLOORTRUBSESTOMAMWWALLB/LIMELB'ICFWALLBUWONRAN 2. COMNECTIONAT24"OR51.O.C.PENONGVERTICALSFORALFLOORTRUSSESPARAI.ELTOMA30NRY WALLS SEE DETAIL F6121831 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNETT JACH) TO MASONRY WAUAMCF WALLSAINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT M" DC MAX. W(2) AT EACH CORNER, QC. TO VERIFYLOCATION DOES NOT CONFLICT w?J( (IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR SFAMNG WOOD WAUBEAMSW(2) 124 TONAILS © MINIMALCONNECI'OR.UNOONFRAMINGPLAN 1. CONNECTON FOR JACICTRLISS TO WOOD WALL OR BEAM © MINMALCONNSCTORUNOONFRAMINGPIAN ROOF 1. SHINGLE OR METAL ROORNG SYSTEM NOTES ARCH.) NG NE[RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. O CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR. CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN $" ON CENTER IN FIELD 3. FOR. UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - NOTE TO FRAMER - - IF ROOFTRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BYTHE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECURE ) -CHANNEL a 12" O.C. FILE COD� �sMETAL �rIl DRIP EDGE (( I r, I CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL WACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=r-o" T116669 r9TTy 0y6a`0 S0RREr��JO Q G� 0A .".. co O Q O G 1 LtDv I°n g g W to go LO OD r E pg2 R xaa uJ 5mwn m�1`Fc W O- a It do D D o LL On 15 SF@ o °U n O 'n S.g z c33 ? fA § WWA.FDSENG.COM ❑ ❑ ❑ Z o Z ODip O a In ri _n C4 L/1 ro m cu Ed� W -O V) w lmlet I- ' Doi V W soE F-t 2 2 p y U COON GTi'Q .QNom 4411111111 D MS WOMBS FLORIDA CONTRACTORS LICENSE NO. CRC133OU6 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V1 Job Information: O z O i O W 12 m 0 En N O dj Z ® /_/y3L '� iL1 ��Z) �v o LO VI Model Name / Number: 1.820 VI Planlssue Date: Monday, March 29, 2021 VI KA PROJECT NUMBER: 21-3103 Sheet: /1 Of: ROOF PLAN B TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SPA WAS) -10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 ' P.S.I. CONC. ' W/1 #5 REBAR VERT. _ INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 $YP/SPP P.T. W/ (3)1%2'. X 6" EXPANSION R. ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX•DNI NAILS SOLT$ 2x BASE PLATE SEE PLAN FOR MORE INFO MS031FRAME (EXT/BRG/SHEAR) WALL TO NTB RAACnKlov n,NIN111'..7nlxl nGTAN #5 REINF. 20" MIN. LAP RAR #3 OR #4 REINFORCING BAR 25" MIN. LAP #5 STD. 90° HOOK 05 RE NFORCING BAR #R t Av Sill It:F SCALET"-1'-0' IN #6 REINFORCING BAR * GRADE 40 U.N.O. #B 1 AP SPLICE MS051 REBAR SPLICE DETAIL - GRADE 40 N-T.S. ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 1/4-X214" 12'O.C. 1 2 x 6 1/4" X 23A" 12" O.C. 2 2 x 8 1/4". X tab" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILIW OF WINDOW MANUFACTURER. iLINTEL w w (2) 2X P.T. i > BUCKS W/ 1/2" O.S.B. BETWEEN. ; FASTEN PT NAILER ro MASONRY n '.. IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4Y/2" TAPDONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T.S. 0 O u O ALL ELEVATIONS ve G®Pry AT TO? PPG'P 5r/e' CT^dR '�•. C.M.J. e.% ;•, ° occur T MMM AT DeTron R O OF LHi4 cAviry aWrro. gIWYJg4MU T-Me"AGNAL. PTNIpm N LM2L MAR a' WMMNdL WiDiH TYPE DESIGNATION F-FiilED LnN flRdi /'J. N6ILLSO r CYAMItt Cf y g60AR Ai BOrrO11 OG LMR CAv11Y S1rFlfo-1B/IT Nd:INd. WT4 J LGMhW NOMINAL XEIGX- � R2B- AR 4' !O1 i I MATERIALS 1. rc precast lintels = 3600 psi. 2. fo prestressed lintels a 6000 pal 3. ro grout = 3000 psi W/ maximum 3/8" aggregate. 4. Concerts, masonry units (CMU) per ASTM C90 w/ mlramum net area cum umaylve strength a 1900 car. 5. Reber provided In pred9at lintel per ASTM A615 GRGO. 6. Paid reber per ASTM AUL6 GR40 or GR80. Prasbeaeing grand per ASTM A416 grade 2701ow mirea ten. 7. 7/32 wire per ASTM A51C. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore Tilled untAa es required. 3. Installation of Ilmel must comply With the archRealu2l and/or structural dmwinge. 4. Llntals are manufactured with 51/2' long rmMhes M the ends W accommodate vertical cell reinforcing and grouting, 5. All Ilrcals meat of exceed L/360 vemael deflection, except Ilnreis 17'-4' and longer with a nominal Geght of 8' meet or exceed L/180. 6. notion, field added rotor to be located at the bottom attire Anal CaWty. T. 7132" diameter Wire allru� are Welded to the cost areel for mechanical anchorage, 6. Cest-'n-piece concrete may, be provided in oumposim lintel in lieu of concrete masonry units. 9. Sam load ratings based on rarbnal design analysis par AC13d8 and ACI 530 10.Umel min. depth$ are 08lled out on lintel plan. If contractor insists a deeper Omel Then Indloated on the plan, doing this Increases the strength of the lintel and Is approved without ergtrumong letter, it a smaller Ilmel la Installed connect FOR for approval SAFE LOAD TABLE NOTES 1. All values based an miNmum 4' bearing. Exception: Sets beds for unfilled u` WS must be reduced try 20% If bearing length Is was than 81/2". Safe loads for all fecesaea [Inlets based on 8" nominal bearing. 2. N.R. = Not Hated. 3. Safe loads are total supshmpos al allowable load on Me section specifretl. 4. Safe loads based on grBle 40 a grade 609eW rebar. S. AddRitanei lateral load cgpecilyy can be obtained by the designer by providing addlonal minhuced masonry above the precast lintel. 6. One #7 racer may be subetltuted for two #5 rebers In 8" lintels only. 7. The designer may evaluate concentrated ]us" from the safe load tables by calculating the madmunl resisting meraenL and shear W daway, from the face of support. 8. For composite lintel heights not Shown, use. safe load from nayd lover relight. 9. All safe loads in unite, of pounds per Ilneer too,. REVIEWED FOR CODE COMPLIANC PRECAST •U"LINTEL W/ SOW .L CIE COUNT B Qu'��$$F�AALeERusH AT OPENING$ SEE GENERAL CONCRETETil IFO'fTOF,WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R R 10" STD. SO HOOK ANCHORS HOOK (TYP.) -'-► . In 41 REBAR ON BOTH SIDES STD, 90 DEGREE OF OPENING U.N.O. ANGLE 3000 P.3.1. CONC. W/1 #5 1 REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL A FILL SOLI) Il W/ (1) #S BAR FOR ALL WINDOW OPENINGS 0%9" AND LAR a.xa"x 16" CMU U.N.O. 4 SFE FOUNDATION PLAN MR LOCATIONS MS01 BLOCK WALL REINFORCEMENT Nrs. �`,�a�pT T O R 13F5°1s�s CG , 01 T a W y ttpp ee�7 pp $- i (0 t0 fr� F 00 00 MaD E 8 W`ata Q i=a 0R $� N�gaA m OJ In oS§at ya LL ?� 5 61d D' g BGo rn WWW,FDSENG.COM ❑' ❑ ❑ } Z m O Z a; _n zcli t/1 (D v oY o w c =Cj E U to QQ c �m DIMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT Ic;T. LUCIE ♦ lob Information: NNI N x{ L x O RLLW/3000P.S.1.LLJ ` CONC. W/1 #5 DIA. y in m REBAR 6 a rn 3 INDICATES FILLED .. _j (D 0. CELL FROM 70 L� v BEAM WITH1 1 #5 BAR MIN. O O JmV)fn Ln LL ♦ Model Name / Number: 1820 TYP. DOWEL 26" ♦ Plan Issue Date: MIN. LAP (PLY 53D) Monday, March 29, 2021 VI KA PROJECT NUMBER: 21-3103 Sheet: �1L�/� Of: LINTEILPLAN 2x6 #2 SYP P.T. o SIMPSON HETA 16 W/(2)'YVX6' EACH END SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER r1;L TRACK TO JAMB.r tea;; . . „ n (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W!2" n "J"BOLTS WASHERS SET IN " 0 FILLED CELL W/ #5 TYP. FILLED CELL , VERTICAL MIN. 5 PER JAMB. ~ SECTIONALIL ® OVERHEAD DOORCONT o ,wyauetrrrr OkyL.`s,���� WOOD SYP2�X6" o ra n: TRIM00 :,. �.�°a� •• • ' aC'J rb`l .. ,. , • 1, . r . r�I r'f. .• _..' ,.,� (y o t 01 2"x6" P.T. WOOD JAMB q '• DOOR AND CONNECTION PER —: P GARAGE SLAB GARAGE DOOR MANUFACTURER] . " `+'o k °e �OOro�^�E TYP, GARAGE DOOR ° ( NP `�ete TRACK MOUNTING DETAIL o NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS O DETAIL- UNLESS NOTED OTHERWISE - '... MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. rCD21 ENTRY CMU COLUMN/BEAM g$ « g a p it Ah �U V J J J am LL LL LL �ge do 88g�4=p" 0�B"5 w a HIM BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH13 s8 a O O 5 Om BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES$ ' AT EAVES (FOR VENTED ATTICS) 12 W p w W g m m FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION , FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) s a P ? " J a 1; g S 0 a N p PROVIDE BAFFLES AT EAVES SEE PLAN OVER APPROVED UNDERLAYMENT $ g r y SEE PLAN (FOR VENTED ATTICS) PER FBCR 905. 1.1 OVER APA ° 5 ❑ ❑ El PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE F waw/.Fus�v6.COra FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) i OVER APPOVED UNDERLAYMENT TRUSSES !Sa 24" O.C. + , SHTG & FASTENERS, SHT. FOR ,"• Z e_. .. ' ROOF SHEATHING - SEE 5HT. FOR LE- f ., �� �;, „ TRUSS ANCHOR (SEE PLAN) %�N�'�J�J�. n _ ,.. i SEE PLAN FOR „. Z n Q �' W„"z TRUSSES (# 2�4' O,G'G & FASTENERS.FRAMING — - — - ERG: HT. � a . w • 1/2„ DRYWALLLn x a TRUSS ANCHOR (SEE PLAN) OUTSIDE FELT PAP R OR TRUSS PLATE • a ETAL DRIP EDGE Z M TO BE INSTALLED ON „' ,• FACE 3/4" P.T. NAILER 2x SUSFASCIA (TYP.) FRAME FOR BUILT-UP N G Ar SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR I_ W t METAL DRIP EDGE 1/z" DRYWALL PLANS CURTAIN NAILER r 4x4 w/ 2x4 POST UNDER EA 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. J — w Zf) 8 x B z 16 K.O. NAILED w/ 8d NAILS @ 6 O w g 1/2" DRYWALL - CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 4 P.T. @ wrnoows LINTEL BLOCK 1 x 8 P.T. 0 S.G.D. " O,H, W/ (1) #5 DUI. REBAR & KEEP IN 3/4" FOR SHEATHING AND LATH WITH FINISH O.C. c d L/1 0 m I iftl TO TOP PLATE WErH (4)� 16d TOENAILS SOFFIT. SEE ARCH. " N SEE ELEV; 3000 PSI CONCRETE "U" LINTEL (TYP.) ALL SIDES i O .,� \ \ (TYP.) FRAME FOR COR- OO / NERS FOR NON LOAD _ _ U — N E _ ° 3- PLANS 1/2 DRYWALL. — PRECAST " SEE SCHEDULE " " a \O° z \ BEARING SIDES NAILED SEE PLAN FOR HEADER SIZE N v Irv, < v \ vv as �� w/ 16d NAILS @ 8" O.C. o Q OPTION 15/32' OSB EXPOSURE 1 ON O.H. ECG WALL W/ ALL EDGES BLOCKED. (1) C x 8" J BOLTS \ J (1) CENTERED EA (TYP•)4 COURSE HIGH A.F.F. J A DAMS HOMESI. MAXIMUM OF (3) - 2x PLATES MAYBE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SIDE w/2' WASHERS \ / CMU BASE FILLED w/ CONC PLY ATTACHED W/ (2) ROWS OF I6d (OPTION) STAPLE: 16 GA: 1 3/4" STAPLE 2" O.0 EDGES AND FIELD. � NOTE: ," MAX. SILL HGT.. ON n FILL CELL -(1) #5 DIA. v / ( ) / (T�rP) W 4 VERTICAL RENF W - HOOKS INTO FTG &- AT TOP - TORS LICENSE NO. CRC1330146 FLORIDA CONTRACT NAILS AT B" O.C. ALL BED M WINDOWS. n REBAR W/ 3000 PSI OF COLUMN PLAN A1-Al 3000 GULFBREE2E PARKWAY " CONC. ALL LOCATIONS SHOWN N FOUNDATION GULFEIREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN " ANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN " CATION OF OPENINGS IN LOCATION N SIMPSON LSTA30 SEE FLOOR PLAN , T' N FOR PORT ST. I_UCIE EXTERIOR WOOD WALLS. IF No OPENINGS ARE INDICATED, FULL µ d w/11-10d TO BEAM FOR BEAM SPEC, '' �' STUDS ARE REQUIRED). & TO FRAME BELOW COME $ro® ♦ Job Information: ROWS. ON ,��•;�IAN,�°" S L . L CI C N&•�� ALL BEDROOM VINYL FRAMED WINDOW 011 BC. W/ SCREEN WINDOW STOOL 6 , CE'MENTTTIOUS DECORATIVE PER SPECS n PRECAST CONC SILL FINISH 7/8" THICK PER ASTM H C-926-98A PAPER BACKED FOIL R4.1 H 7X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL N v MORE INFORMATION), SEE T613 1/2" DRYWALL PER FBC AND ENERGY FORM V EXTERIOR FINISH - SUBMITTED WITH PERMIT (SEE ELEVATIONS) ' ON SHEET 6 FOR NAILING INFORMATION FOR APPLICATIONLO � R-13INSULATION AT EXTERIOR WALLSHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE FTG. DOWEL #5 DIA REBAR l x 2 P.T RRING " I x 4 P.T.1 17" IN CONCRETE 25 EXTEND (ACI 530).ABOVE � Uj i p M AND ENERGY FORM SUBMITTED ( w/ 1/2 x 8 A.B. OR 1/2" x B" TITLN BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 � - Al Al BUILT-UP CORNER MIN 3 2x4 O FILE C � ro 0 U � WRH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END - SEE O.C. WOOD BASE ON.FOUNDATION PLAN w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER POST � E.,. � � J m WOOD BASE i � EACH END OF BEAM �.— U m d' d FOR TERMITE SHIELD SEE FOUNDATION PLAN ' SEE FOUNDATION PLAN FOR • N ® Ln FOR SLAB INFORMATION TOP OF SLAB — - — - — — — RMA TOP OF SLAB _ SLAB INFORMATION _ - _ - _ NOTE: - 2 X 4 P.T. PLATELn : '' _I m C%� U� BOTTOM STRAPS MUST BE 00 * w INSTALLED ON INSIDE OF ♦ Model Name /Number: . GRADE GRADE COLUMN. DO NOT BEND STRAPS UNDER PLATE. .; a ' 1820 N STRAPSPLACE a a \ 4� ♦ plan Issue Date: CLEAN _ 3 0 COMPACTED ° ! SEE PLAN OR RE43AR N71TI S •" N CELLS W#5 REBARLL 1:. • •. / �� • (TYP•)4 COURSE HIGH CMU BASE i� ° , QU FILLED w/ CONC - SEE PLAN FOR FILL w +( rs, + SIZE. TOP OF COLUMN BASE - Monday, March 29, 2021 _ 2'-0" AFF ♦ KA PROJECT NUMBER; SEE FOUNDATION PLAN L SEE PLAN SEE FOUNDATION. "ac 16" _I FOR FTG REQUIREMENTS PLAN •r _ 21 31 •r Sheet: OE NOTE: DETAIL CD21 % S-2 MAY BE SUBSITUTED FOR THIS DETAIL I UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=r-o° WS01 TYPICAL WALL SECTION — 81a CMU 3/4"=r-o° CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.Ts, TYPICAL FRAMING DETAILS m � to 1>h" L" Ph" 1i5 (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED IOU COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED Lad COMMON WIRE NAILS (D = 0.148', Ls 3'( OR EQUAL NEIN 80 EACH OUTSIDE (OO_31'OR EQUAL (ONE =DE FACE) =0.162".. L31/21OR EQUAL NDTFC, L) ADJACENT NAILS ARE OMVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 33PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 16.S FOR THE THICKNESS OF THE LAST L4MINA7ION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. NERHANG •J �r. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP. PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W Sd 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP 2 ROW512d PLATE WIDTH INSTALL @ 3" D.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. 4apM�N. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ' D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL /SPLICE /--DOUBLE OUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE / OVER STUD VF17 I TOP PLATE SPLICE DETAIL 3/4"=1 * CRIPPLES MAY/MAY NOT BE PRESENT. (-'� IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE 2X BLK'G. EACH SIDE OF OPENING G.C. TO W O.S.B. d INSTALL (3) TITEN HD. EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS I JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) 1 (2) >4' BUT <9' (2) (3) (2) (2) 1010"-16' 3 4 3 4 CONNECTOR REQUIRED SP4 AT (3) 16d SEE PLAN COMMON I FOR WLL 2xCRIPPLES @ M oC. 24" O.C. NAILS TYP 1 W/ SIMPSON SP2 TYP. NAILS(TYP) HGT. TOP AND BOTTOM CMU- I HEADERi ` i I�0.��� � Ix. � Si I, ! •C .• PFF'r I �i ©ATTACHED ' � • • i TO . • :1 NAILS. SEE DETAIL ABOVE S, • •. .i • •G' i EACH END WINDOW OR DOOR OPN'G '-CMU * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP Sad NAILS @ 8" O/C TYP. DOUBLE 2 X 4 CRIPPLE STUD TYPICAL (U.N.O.) - °pFN * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NM & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR Zx 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER WI 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 519' EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN r P.T. BOT. PLATE ' STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ' 1 ATTACHED PER NAILING SCHEDULE TB-13 ON SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED ; WITH PERMIT APPLICATION 2X4SPF (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 VF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=1 WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL I SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. FIEVIIEWED FOR CODECON11PLIANCE T. LUCIE COUNTY BC FILE Copy '11/t 1llllppppt T0r(�irs rrrr��F F .ION ��=�Il1 IIIIf•1� T `e i Z c F' :T Ia H In mMs- r m LL Ti li �( - a,zLL� �; W N t O „gv�S h t U0 cc13 O~ 2 & c1 ry e a Z N ��ts"'$ <ir'=<°z" f ill ❑ ❑ ❑ Qe r $ ;'a �WW1JN.FOSLTG.COM W LQ z m 0 0 Z n d Z y VW/ Q N r N Z ON 0 �°'- Ell Q w to to T6 U N E X o' 0 0 c OD o �p Q N O 1� DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VIJob Information: ' O z �LO O 0) LjLj p _1 Lu VI Model Name / Number: 1820 VT—Pla—nissue Date: Monday, March 29, 2021 KA PROJECT NUMBER: 21-3103 Sheet: 3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2" = WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 450 - i a MINIMUM 2"x4" _ - - CROSS BRACING (SEE PLAN FOR LOCATION) ^.�`,�,•^^^%�;j—BLOCKING 1 , , � (3) 12d � PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG, ATTRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING Syp wl NG - 2x4 SPF OR SYP W/ (3)12d C@ EACH TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL IN T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.s. °etTTTTTuorof/ p TORR ^: aP� • �N .......... E•• tA VIDE 2X4 MIN. BLOCKING AT bl TER LINE OF HIP/RIDGE, TYP. r j QbA 'p WEEN TRUSSES W/ (2) 12D -k • LLJ S EACH END TO TRUSS TOP O w RD Or USS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVER 'O �' �cv nncvv TRUCTURAL PACE G.T.--• SHEATHINGADD 2X4 ALONGSRIPPED 2X4 SYP 82TOP CHORD WHENAIL TO TOP CHORD c TO PREVENT SHEOF HIPPED TRUSS W/ SPAN FROM EXCEHIP 12d NAILS @ 8" O.C. MAX 24" SPAN (EG.TSIDE OR BOTH IF (2) 12D NAILS MINIMUM (3) 12d SHEATHING ROOF AT 1.2" O.C.: MAX PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0." MAX SYP TRUSS BRACING PLAN F_ $ 2. 3 w w r SEE w F W 0 ro c yy ax u RI: y, 5 � 2X4 BLOCKING 8��g Lo 0gr_6 a BETWEEN TRUSSES HIP TRUSS W � REo�'' I,,I.- S TB03 HIP Z RIDGE BLOCKING DETAIL NT-s FT LL TRUSS BRACING OVERLAP DETAIL (TYP} m m s ta < k a 1 $� z y o LL 9941 WWW-MSENG.COM ❑ ❑ ❑ Lo Z g TRUSS NOTES: N Q y a 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WAND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF AT cq w IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE UNITED Z In l� TO a SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY In CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BEPLACED .ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT w EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANYONE TRUSS. 2. ALL BRACING IDS,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL g LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0". D.C. MAXIMUM. O m U 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. 0 w 2 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE SrRUCTURAL CEILING ARE NOT L) ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS rr) S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS J DEPTH EXCEEDS STANDARD HEEL HEIGHT. L--- - SEE TYP. TRUSS BLOCNNG DETAILS m Tn ,V .NE SHEATHING 3 TO 4TRUSS iA AS SHOWN TRUSS SPACES ALTERNATE . DIRECTION':C o '�-- Q N O tlA 'Clio I. RUS VERTICAL SCAB 2X6 #2 SPF 4a" D.C. W/ (4)12d TOP & BOTTOM OR HS SEE TRUSS 2}1 NAILS OR HCLR/LL IN PLACE OF (4110D &B pON TO TRUSS REQUIRED B RAFTERS GREATER THAN 8'-0" FLORIDA CONTRACTORS LICENSE N0. CRC1330148 3000 GULFBREEZE PARKWAY DOUBLE .SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, IFLORIDA 32563 SEE PLAN OUBLE TOP SCHEDULE FOR SHEATHING DETAILS PRE-ENG. TRUSS 2 STTUD WALL SECTION &B TOP PLATE DIVISION LOCATION: VARIES w.R00F sE1 PLAry SLOPE COW. FRAMED RIDGE /f / F�V��9DO PORT ST. LUCIE MAYBE NAILED w/ MIN, VERTICAL SCAB 2XS #2 \ \ 2X4 SPF BLOCKING / ss�++ Job Information: (4) 12d WHEN IT LANDS BETWEEN TRUSSES // ' ' r , e.a J.�.�ar� SPF 4a" D.C.ocw/ (a) i2d �v"�pp COUNTY NEXT TO PREENG. TRUSS 2y BLW NG. NAILED 0 EACH TOP & BOTTOM OR HE OR \ \ @ 48" D.C. MAX. / / 87" L C i . SIDEw/(3) 12d NAILS WHEN Fill IN PLACE OF (4) 12tl \ \ / / B REQUIRED w/ (2) AIIS12'S REQUIRED @ RAFTERS GREATER \ \ / 60 cC; THAN \ 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) / ' COLLAR .iTIIE \ \ \ \ 12d AT EACH END & SHEATH] VERYR3 ALTERNATE DIRECTION 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ " TRUSSES W/ (2) 12d NAILS(OPTIONAL) , s c r{ ® EACH END, CONT. EACH BAY 4�k�- / /' TRUSSES OB . zxasPFw/(a)aTxs-1/2° / f SEE PLAN N ., � ALTERNATING DB WOOD SCREW EACH TRUSS cM BLOCKING OR HS 0 49" O.C.co 0 PRI: ENG. TRUSS \ / f {T �■yv■ 'ap V CONT. ROOF SHEATHING AT TRUSS TOP \ / / I LE ("V P � "� � � /y�� J C_ STRUCTURAL SHE4THING- CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / L \�' U LIJ 'P D_ LN SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ cd B (USP MP4) @ \ \ / / ® L0 U_ 2%4 P.T. BLOCKING BETWEEN DIAGONAL 2'-0" ON CENTER \ \ / / / / -J W � � 6 _I Cif !� f!) TRUSSES w/ (2}12tl NAILS AT A'-0• WOOD •�(• 2X8 #2 SYP RIDGE BEAM / 2X4 SPF BLOCKING EACH END MAX EACH 24 RAFTERS 0 2`0"O.C. \ Y ^ v BETWEEN TRUSSES Model Name / Number: MAX. W/ (3) 12d COMMON 0 24" D.C. MAX.w/ WALL BELOW TOENAILS TO RIDGE BEAM \ / \ (3)12d EA. END (TYP.) 2X4 (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN / • •\ 1820 (IONIC, MASONRY 4 FT 0 2'-0" O.C, MAX W / (3) TOD SEE PLAN COMMON TOE l TO RIDGE BEAM 2X4 CONT. AT BEARING SUPPORT . Plan Issue Date: STEEL OR W000 TYP. WOOD TRUSS BLOCKING T&BDHGR 1/2" SPACE Monday, March 29, 2021 A -A ALTERNATE BLOCKING CO) RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE ♦ KAPROJECT NUMBER; INFORMATION SHEATHING 21-3103 2x4 S.Y.P. Sheet: Of: @ 16" D,C. — T1305 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL N T's ROOF FRAMING AND BRACING DETAILS 59 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 Thernil 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 J. x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE 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 )A /E n SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES 6" 6" 3" 0" b.. 3" 3n 30 3n 3" III _ III 1-71 inIt 3" t6 3" 3„ 3n 6 ., 6,r DOUBLE DOOR W/ SIDELITES err 6" 6„ 6,r SPACE SPACE EVENLY EVENLY i" DOUBLE DOOR LOCATION OF BARRIER TO RE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE. FILLED PVC. PIPE. o TOP OF SLAB I Ie. la, f " N if 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTETION BARRIERDETAIL N.T.S. W e " dtoo valleybya miring ltl al: de alslnTeea Win `rGuarp atemm Wg Ingla kdansyment or auivMent din to ' ,rot nail within Embed fah glint valley intlae2"sir n i g a&nerrtof 6"� n Cut 2" dlenalN off og 'I orKader L me 0 a. V. $ to use In 6thfuw SEALANT E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS. G PER SHINGLE. 00 No I � urn A' 24ap over e art or Cos f r1gles 2' back from use If fro valley "entwine SHINGLE INSTALLATION GUIDE ROOF CRICKET. MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEA" APPLIED ALL LEVEL VALLEY I TEXTURED, PAINTED BEHIND FLISHIPai LOCATIONS) EXTER. WALL FINISH AND MINIMUM OFNGABOVE a" X S' H GALV.. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWAUL TENTRY PLASTER ST SEALANT — ROOF 6HINGLE6 — 6" X 6" H GAL,V HASHING CO, m FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 6" HORIZ. F AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW 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 'a' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY =t JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE ENT. FINISH o 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 L_. 1/4" MAX, _ .__.. Sli%M'sMAGIC BY OTWE=" HEIGHT EbXTE(tiOR INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Fm(Jambisi ,PoHead 3e1d3n9 flo Svewa iPPFin-, BBerlar flied Vimr YMtba of R Wall Framing;. e25Prucyjfire/Fe or saw �Slikone _. a4oxi.1)2" Sam MnlMum Penetatim Geed Bea Cruse Section View MNmaa wml—iT t'r varlstion /n mdesand bulld/ng types, It Is left op to the end user to tletermlrm the anyw /nstah eted of them Items. UIAW7141E BUBBLE WMY 01117.1. 110imyour window, me, bubble wrap maybe Peeled back for inspectim, MR _Pkuse r Sft the wrap to Protect the blacks from sa*ch s am MNer damage WUI c nstructem is Comati e SW 1 Measure m be are the opening k 3/8" to 1/2" larger than Ere widow sin troth vertically and hoftntaM. • You may wish m Pre-dml the in"1861M Holes in the An at this time. DimsEssmy ore O&ANXted laws a, menwun fin, as vw arena Step 2 .Apply agenerous bead of alicone m the ba[Witle oftheroamdng fin, the mMlilI Sfimne to suffxivntlY till all Voids between the , fee and the waft sheathrrig.'.. Stgr3 lmeditwndowimotNominghomtheotft& The widow Is labeled "aaltle"and "outside", MB If these labels have been removed, the 1 bead should always be m the Inside M the buddi �XXi3t 11 lilt ��`�. TORl�r �y�Q . • [`1 S E •. S V 4 Install shims under the sill, adjusling them urdd the unit Is plumb in the opening. Shins should be install under the sill every 2 feet. The window shouid be basoly centered In the opening with no more than! 9" gap between the window and wall framing.m� �J :••�� -'.* 4 J T rl0 •• OF 0Cst o •,b �� �J "• ��, r` •• L O .:• fse �F, ^t, �.• �L �� f6 ,.? ovi`1 If jiltO . we Jr e •. '. 5 Installap10x Y1/P saTew, 4" from the corner of fie fin at each end of the head, All and bom'ambe. Step 6 install the remaining Izsterras In r Incraments from the caner screws to the canter Meath trmles member. Use rare not to over. tighten fire screws and pull them through the An. Also, crake sure the sodas 90 in straight and do net muse the Name to bow. Wall fretting should be a minimdm of#2 SproWPswJR. FaslmerssMaidbeote screws bf sffldent lcsgtlsm achkve3/8" l•atlon menthe wag and no lens 5xn l/2"from edge Wframin Faseary anbdes needed in men side of frame, to aahleve 8" M Ftarra Member 10" !8^ 76" 34' 42" 50" 58" 56" 74" 82° W 98" Numbs or Fast. - 21 3 1 4 1 5 1 6 7 1 8 1 9 1 10 1 11 1 12 13 Step 7 Rmrove usikw out'fmmmundtheflnandlnsped for Mks or voids. Ilse sdimne to Many Voids. Stagg If deshed, a foam Insulafim on be al tothe inteda gap between fire window and will hsnbg. If appdetl, #*mustoe tyre NON EXPANDING 7rPE FOAM. 5t S Since these windows are typically used in rooms with high molamre,.Is; bathropms,BB modymended that the Interior gap between the widow and will framing also be sealed with sdkone and took so as notto Interfere aim tot vatadmion of wallboard, file or trim. C O Step 10 Once all Pmstructlon Is mrrplMe, remove the bubble wrap /rom the inside and out5tle of the window. It necessary, item0re III with a mdtl 0dargent am warm Water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. w 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. g $ p (D --:r 0 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. Its F to in GO fl. to 4a 2- N ,a SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATIONogtiz w AND CALL OUTS. i mg%Ss` a a R64 4 w o Y Product Approval Submittal Affidavit ��� "'�¢�� ` � Y 1 2=gV� 3 ? o Building Address: Contractor: s g W� GO 2 Building Permit: sg' LL a� a8 N K Product Design Manufacture Model Attachment Approval #� '1° Pressures Method rs'a VJWW.FDSFNGICOM ❑ ❑ ❑ Roofing: {� n DAD' TKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z 1st Choice COUNTY APR NAILS. 3/8" MIN HEADS.6 PER SHINGLE. 7 ry 19.7 _. W/ 3/8" MIN PENETRATION THRU SHEATHING ¢ . [C ROOFING VENTS: A DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, 1- COUNTY APP. P 'd E A A FL21580.1 R-2 m ROOFING UNDERLAYMENT: N 1 a TAMDU BUILDING TAMKO Na. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 i0 1st Choice PRODUCTS.LLC 030 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH V — I- these R905.1.1 to Overhead Garage Doors: N (.___.___ 1st Choice +30.0/-30.0 CLOPAY 53W5 _ 16x 7 2"x6"P.T. WOOD JAMB WITH FL16546.8 F a ro 53W5 (5)1/2" DIA. x 8" 11" BOLTS —goo 2nd Choice +30.0/•32.0 CLOPAY 8 x 7 FL15279.84ODo =— Swing Doors: a N a 1st Choice +67.0/-67.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS D00 TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS 0461.12 +67.0/-67.0 THEIR TRUCORP. SOLID AND MIN. 12" D.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 DAMS -HOMES '. FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD. SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. F1.0215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PLAT PRO D FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: ZSt Choice alum. reinforced MI WINDOWS&DOORS SERIES 4411 SGD PORT ST. LUCIE n Alum. relnfoTced FL15332.12 ® Job Information: Windows:a 3540 SERIES Twin SEE. BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16' TAPOON :.; 1st Choice +40/-50 MI WINDOWS Single Hun (fin) ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITWAL4 �L17676.9 ` 3500 SERIES HOLES NOT DESIGNATED FOR TAP/CON SHOULD BE FILLED W/ #8 SCREWS } +40/SJO MI WINDOWS Single Hun (flange) FOOR INSTALLATION TION THROUGH Yx BUCK IN. #8 WOOD SO WOOD BUCK. FL 17894,2 ve/ +50.0/-50.0 MI WINDOWS 3540 SERIES SUFFIENT LENGTH TO ACHIEVE 134" INCH MINIMUM EMBEDMENT FL17676.2 L.E. Single Hung (fin) IN WOOD SUBSTRATE. MI WINDOWS a'nr SERIES Single FL17894.4 (0 Hung (finless) frame Mullions: leee" M•1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 16504.1 C a1 S Choice MI WINDOWS Mullion 6" T ON ANCHOR W H SUFFICI NT LENGTH TO CHI E A 1eA ° L0 iM-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 W r� ..� 0) Mullion EDGE DISTANCE 4J M M Fixed Glass" /� �, 3 1st Choice • +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR 6 -6 • • J a WITH MIN. SaA" EMBED. TO ALL FACTORY DESIGNATIONS L WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD awrea� 1— N t' BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE O 3 Lij '�^ I j LQ 5/8" MIN. EMBED. INTO. WOOD BUCK. 00 ( / VJ Soffit: VI Model Name / Number: Standard vinyl - Staple 10" on center an direction 1st Choice +66.0/•71.6 KAYCAN LTD of length FL16503.4 R5 1820 Plygem / Variform I Plygem Double 5 Double 5 standard (Vinyl) 10" F1.12194.1 Double 5 standard standard Anyl staples solid 144 ve d .145 FL12i94.2 Plan Issue Date: Hurricane Panels: Monday, March 29, 2021 1 t Choicel Dade County App. I SH LTrER & GLASS Storm Panels 24 GA. STORM PANELS FL16293 R3 VI KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 21-3103 use in the structure. (Architect or Engineer of record) Sheet: Of: Name: Carl A. Brown Certification Number: FI. # 56126 cJ'_F; ` Name: Luis Pablo Torres Certification Number: FI. # 87864 MATERIAL Name: Certification Number: REFERENCE INFO (PSL) r n " MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING WEATHER ` RESISITIVE BARRIER TAPE Tc- HEAD FLASHING TIE-IN INSTRUXTIONS: ,- 1. Cut, fold 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 barrier bade over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW p® FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER - EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY , SELF -ADHERED FLASHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. \WEATHER RESISITIVE \ BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED. ASHING DO NOT. ,..--.• BOTTOM NAILING. FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR 'SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST NAILING FLANGE 'tl SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER �I I DOOR ROUGH OPENING -3/4".111BEA OFOONSTR. ADHESIVE 10 BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �SELF -ADHERED FLASHING SUBFLOOOORR RIM GIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK- SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER / THRESHOLD OF DOOR AND RETURN ✓/ UP JAMB W. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAU LKING SECTION (SEE DETAIL WP02) SELF -ADHERED FLASHING - 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) WP® e-- SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST EXTERIOR CEMT. FIN. BUILDING PAPER SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) f A 1 11` WIRE LATH INS H , I� 11 , a - ■ . SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD WINDOW UNIT SELF-ADHERI {D, SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL INSTALL SELF -ADHERED F ASHIN�, JAMB &.HEAD FLA HIN SEE FLANGEDWINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 2 P05 I SELF -ADHERED FLASHING PATCH )HERED FLASHING WINDOW UNIT FLASHING REQUIREMI 11703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. t II nvelo a shall be designed and constructed in a manner that prevents the R703.1.1 Water resistance. The ex error wa e p accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SLOPE 0.3 In :12.0 In SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 On : 30.5 Cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, Tree from holes and breaks, complying with ASTM 0226 SELF FLASHING PRODUCTS DETAILS for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 2 I"ClaB& Where -ADHERED asphalt felt shall be applied horizontally, with the upper layer lopped over the lower layer not less than Joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water resistive barrier shall be continuous to the top of walls and terminated at penetrations and building appendages in a / CEMT. FIN. �( PER FBC-R (CURRENT EDITION) 703.7.3 material manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer WIRE LATH Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section 11117034) 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 list Of InStrUCt10RS below: numbered items In the instructions Exception: Where the water -resistive barrier that is applied ever wood -based sheathing has a water resistance equal to or than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater PAPER 1. Install self -adhered flashing order as shown by numbers greater absorbing layer or designed drainage space. 2. Install flashing and weather resistive barrier to form water shedding laps L 3. Self -adhered flashing can be substituted for building paper R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible d 4. Split the release paper using the ripcord (Split release on deman, Hashing shall be applied shinglo4ashion or In accordance with the manufacturer's instructions. Metal flashing shall be embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's e ant of water into the wall cavil or penetration of to prevent the Y P ell be applied in a mannerry 'ores. All flashing allP watructl g PP membranes used as Hashing shall comply with water to the building structural framing components. Sealed SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and pap p at t AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building well with a sealant complying to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTIR C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, adhere AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in RUBBERIZED ---� Minimum) exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved RUBBERIZED - ADHESIVE ASPHALT 6. Fold as Shown by arrows flashings shall be installed at the following locations: ADHESIVE 7. Angle of comer may very, adjust folding of the flashing accordingly to fit SELF -ADHERED FLASHING tight to corner \.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the 8. Mechanically fasten as necessary exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically SCORED attached flexible fiashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed RELEASE PAPER in accordance with one or more of the following: ' (BEFORE FOLDING, SCORE RELEASE PAPER 10 EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the poBESIVEAs suowM fenestration manufacturer's Instructions, In ace ardance with the flashing manufacturer's Instructions. Where flashing Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to MECHANICALLY FASTEN AS the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. \v 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 2. At the Intersection of chimneys or Other masonry Construction with Name or stucco walls, with 5 projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4, continuously above all projecting wood trim. 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wooci4rame construction. S. At wall and roof intersections. SELF -ADHERED FLASHING IWPO61 7. At built -In gutters. INSIDE CORNER 1 2 4 5PPLYA LIQUID FLASH TO THE MASONRYOPENING (HEAD, JAMB, SILL) IN NG W P O AACCORDANCE WITH TIHE MANUF CTURER'S RECOMMENDATIONS, BEFORE W INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT: FIN. 3 WP11 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 1st floor i �•^'� INUIC. The building paper and metal lath SELF -ADHERED FLASHING must be installed over the top of CEMT FINISH PARAPET WALL JWP12 i the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Fell backed metal lathe in accordance wfth ASTMC1063 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 Fell tracked metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing �- Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated -' nge 7/8" Weep Screed 121 Cementhlous 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 LLI; COL BOCC 1/2" Cement Plaster Finish 21/2"=Perforated i;®P Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor eNe�ltn 0 O R g S'T >e =mac e?o a e ' F Cl O �. - C • d�°�d �r4 I If 19i�P'i c 0 DI DES F utOi ro w 4( J� # * u Gi GGF. Qyj Ott W ow E. 49 ui d w E. 15,91 0 a'g 2 T ° & LLIL ZR " a G ns.- 0 ° N O gIf c`rr „� ❑❑❑ WWW.FDBENG.CCM Z o Qs o. m 00 _I z M u`-; LL � Lu r�T W O G ^rj-rr��..� m 3 I 0 W g N F Jm I (Tj U n ° i/ U N f5 _=- o a�a Q N I 1 DAMIS HOMES FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: c LO 0 J N d 0JIL11Z) LC) o J TJ w (n ♦ Model Name / Number: 1820 ♦ Plan Issue Date: Monday, March 29, 2021 TI KA PROJECT NUMBER: 21-3103 Sheet Of: WATER PROOF DETAILS 1 42X 2A/C SLAB BY LDR MIN A/c 2, FROM WALL 5 sH (IBDB — _ — — — FCAb rra�i ,- - — — LiEDR #2 VAULT EDCE!�.INC ! W NER;s' )139Qitf lAUL7 CEILING vAULTtCCaLING�+(`�+. 135 r.' 14x8- wcd 5„ bath duct _ 2x12 ra to roof cap a..z e .. DBL 25 SH sli._. .�..._.-.• .� — ,, W/ standard 70 k12 s5 ?. '.•:," 'be8 14x8 lwcd I 205 - O \ cfm bath fan R CLG: x �7 +!R h ���- _ 1g„ '� zRixsH _ ....... ......_ ... .: "...... 6� 6 rag I 16xl6 rag r O -- B. H 2, w �, 14 a U ULT 4, 14 4 rag ap8se .. »D:' �' 5» bath duct Q 0 s a I 8" is GEII_ING I t o roof cap 14 'R 8 lwcd 4 Ei �,. 3 = 140 W/ standard 70 bath fan g cfm s - - - - x4 lwa - --- - d - +I5 1Ox10 9 -, DRVLJOSC iRiiSrE. t7n 'a i 10x 1 cd �� n \ 10x6 1 wcd ..: 65 .. 6, �, ry (f 50 .. _T- �. 14" W �— - — — VAULTED OW r G .. 5068 . -re eva-x-:-� r E3 GL13. C �+� ;•1 t - - - , .._ I11 + _-__-_-____ ! ! m RiisH — i f . r Z , -- ;2II�4x 8 fb 9 U) — 'DINING ROOM r_a. ITCHE r VAULTED GEILING 8" w 14X8 1 W �, m //�•�// LL LLj 14x8 lwcd 'dryer Q 2 W RE FtIG. ! duct 165 _- ., : LA N. ` to roof cap 1�DCAATkS dryer vent box g" 12xl 2 rag x4 7" 45 - - -,, D 12xl 2 rag .` —OYEE? id'CEILiNG STEP D+ EANSM ®ox - ]^! A BRFI ? i ((fif.N. 1,' VAUJED INO C 'L ROOFT—+ ----- ' _ - ADD INYE ED NIP W/F7E E'V i f 12x6 wcd --'' R�v1X L✓ 35"0. PULL DN. STAIRS (22'J`R'x54'. l.J - I - z 145 I; - WTY6 O pL'E&R , 1 ` 3 CAR !A GARAGE I— W L•EILING r __ O cn I B ELEJ.J.SL 10' COUNG. - I - `�'�' SEE ELEVATION FOR „ h. LINE OF GARAGE DOOR JNrF CAr1A-- --- / /'� i I i LUCIE CC U BOCC Q O�—� N 3.0 TON W 5KW @240V 1 PH Q C\ m z 18xl3 Alen �� I ; 00 Q scale :l/4"=l'0" I 0�/ �A platform by bldr Z—i i 16 x T OVERHEAD DOOR sxToveRHrADDODR — FIL � Z p W NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED Q 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS` 0 C < Transfer ducts/grills sized in compliance AREA CALCULATIONS � m EL � � � 0 with Florida Residential Building Code—M1602.4 iscRGGR 1829s.E. L balanced return air. FLOOR �pL• l EXCEPTIONS 1-3 TOTAL I.7YING(AC) 82015F SCALE: 114'-i=01 R t ALL ELEVATIONS GARAGE SIRS S.F. a c I n g COVERED EN1 RY (BASE) 56 S.F. '.. COV,-RED PATIO/LANAI 137 S-F. �i TOTAL AREA UNDER ROOF 2609.S.F. 3 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.