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Home My WebLink AboutBuilding PlanTERMITE SPECIFICATIONS: STRUCTURAL NOTES: INDEX OF DRAWINGS 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 OFTREATMENT SHALL BE APPROVED. BY THE GOVERNING JURISDICTION "BOR-ACCOR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/15" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703:2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY,. WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELFADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVEDFLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI If m = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27014A. S. COARSE GROUT SHALL CONFORM TO ASTM C47640 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 112" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3- ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN, 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: PLYWOOD C-C GD EXTERIOR ROOF DECK. PL / OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. 1 OR 15 WALL SHEATHING: 7/16"STRUCTURAL IOSB EXPOSURE32" RATED OSS EXPOSURE 1 / A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED VVOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURALPLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE. TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION: 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. TRUSS SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS,R SS 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. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS, TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER. FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017). BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318,14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION � 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30i6 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/12O 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 OL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN _ GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL O (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) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- OAS NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT iS 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 4O @ (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (_) 28.8 (-) 34.4 G 0 50 (+) 24.8 (+) 24.8 4 O (.) 27.1 0 31.1 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" iW-O" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-W OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY SEE 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. 1 WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. It Is the Intent of Desl er gn /En gIneer listed In the tltleblock of these documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY 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 CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EDP) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) %A"x 21/n" TFTENS 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. 0 UNDER THIS AGREEMENT OR OTHERWISE - EFFECTS THEREOF FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION E RESPONSIBLE FORTHE INDOOR AIR QUALITY, OR THE Q information found in these plans should be directed to our Quality PIS US IF/4 LESS THAN 1720# . IF CORNER STRAP O SS OR UPLIFTS LESS THAN 860 LBS E 2 MTSM16 FOR UPLIFTS MASONRY AND 7 10d NAILS T TRUSS F ( ) O MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. THEFT, VANDALISM TRESPASS OR ANY OTHER MOISTURE, MO FUNGUS FIRE E ER MATERIALS, ORE EQUIPMENT, FROM T MOLD, CONSTRUCTION SITE MA TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, C Q Manager I. N backcharges will be considered Assurance Ma a e Immediate o bac cha As u g Y for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OFTIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OFTHE PROJECT, OR AFTER CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer.. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE 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 MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 3C�00 GUEFREEZE P/\R1(\��!;\Y CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Drthwest Florida®® C�ULE:REEZE. FLORIDa 325�::� r•• FLORIDA CONTRACTORS LICENSE NO. I CRC13301 46 I3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: Z L0 L1J m N L m o / N S N z cH 1-�Um a � > a pJLLJZ:) M LID" a J 07 (1) (n ♦ Model Name / Number: 1820 Plan Issue Date: Monday, July 12, 2021 ♦ KA PROJECT NUMBER: 21-10564 I Sheet: w Of I SHEET 160 MPH OPENING PRESSURES +27.6 / -29.9 1 ( B ) +27.6 / -37.0 BEARING WOOD WALL SCHEDULE 87UD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(P16 TOP BOTTOM NO BWi 16. (2)IN TOENAILS (2)lad TOENAILS SPF UPLIFT SP2 W/ Mylod SP1 W/ G6 10d BW2 16„ STUD, (6)1d PATE STUD, (4)10d PATE SPF 402 BW3 1s. (2) SP2 W/ (6) ld (2) SPl W/ (B)10e SPF 903 STUD,e 16tl PATE STUD, 4 1d PLATE FBW4 16" (2)18d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (8)-1d 16" STUD B 1011 PLATE STUD 4 id PLATE SYP 439 (2) SP2 W/ (6)1d SPI. W/ (8}1d BW6 18" STUD, (61 10d PLATE STUD, 4 Ad PATE SYP 878 NO ® 12. (2) lad TOENAILS (2)16d TOENAILS I SIFF UPLIFT BW8 SP2 W/ (6)-10d SP1 W/ (6fiod 12" STUD, (a) 1d PATE STUD, (4) 10d PATE SPF 535 9 12" STUD, (6)1 d PLATE STUD, (4))10d AE SPF 1070 BW10 12" (2) led TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/ (6YlOd SP1 W/ (e}1od 12" I STUD, (6) ld PLATE STUD, (4) Lod PATE SYP 586 BW12 12" STUD, is) is)10d PLATE SSTUD, (4)10d ATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PATE TOP OF WALL L,- SEE PAN 'I[ MASONRY WALL OR ICF WALL. SEE PLAN STUDS PER DOUBLE 2X HEADER PAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSb3/Sl FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0' SCHEDULE ABOVE F.F. SEE FOUNDATION - - - PAN FOR MORE 2t P.T. W/ 1/2- A.B 0 32" O.C. W/ 7' INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW=SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. -.. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD ® 32" O.C. 7/16' OSB PLYW' D EMBEDMENT BRG. WALL DETAIL W/8d NAILS FIELD AND EDGE. IN REND AND EDGE. SESGEIENOE GENERAL NOTES 1, SEE FLOOR PAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PAN. 3. COVNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4, SP4, SPS AND SPS CONNECTORS CAN BE SUBSTITUTED IN PACE FOR THE SPS AND SP2TED IN SCHEDULE ABOVE D IGt 6. IF"N8W" IS INDICATED ON SE(:OVD FLOOR CASE CONNECTION TO IGNORED. BEE WF08/33.5 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) B. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/1b' OSS PLYWOOD W/ ad HAILS AT 4' O.C. IN RELD AND EDGE TO Ill SIDE OF WALL 7- ALL 2X EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAIUNG SCHEDULE ACT AS SHEARWALLS. SEE PAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE DEARING WALL IG 1NOICATED WITH THE DWI, BW4, DW7, BW10 THESE WALLS ARE ONLY THE FLOOR LOAN AND TA NOT HAVE UPLIFT. THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2X PLATE CAN BE ATTACHED WITH HARD CASED HAILS (GUN NAILS) AND WILL PLATESUPPORTINGAND T NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9l SP1/SP2-DRNE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PATE TO ACHIEVE THE TABLE LOAD. SOB- 0.148' DIA. x 7 LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) Cl (3) 2 X 4 02 SPF (4) - led TOENAILS 0 C2 2 4 12 SPF DTT2Z W/ 1/2' WEDGE ANCHOR" & (Si 1/4- X 11/2- 2145 (3) x SDS SCREWS (3)2x 4SYP #1-OR (4)-lad TOENAILS 0 DTT2Z W/ i/2' WEDGE a (4) 2 x 4 SPF #2 ANCHOR" & (8)1/4" X 1 1/2" 2145 SDS SCREWS C5 4 x4 P.T.#2 A 4 5/8" ATR *" BU4 W / G - ea is U = 2200 SYP POST & (72) - 16d NAILS 6 x 6 P.T. #2 ABLI66 W/ 5/8- ATR*' G -12000 CB SYP POST & (12) - lad NAILS U - 2300 8 x 8 P.T. #2 ABUSS W/ (2)- 5/8" ATR" G = 24335 C7 SYP POST &(18)-16d NAILS U=2320 3.5 x 3.5 P.L. 14DUSSDS2,5 W/ (14)1/4" x a 1J)E Fb=24D0 PSI 21/2' SDS WS & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.1 ANCHOR, OR ATR'* 3-5 x 5.25 P-L. HDU56DS2.5 W/ (14) 1/4'x Fria 1-8E Fb=2400 PSI 21/2' SDS WS & 5/8' EXOPY 560 nVol IF EXT-1 ANCHOR. OR ATR-' - C10 3.5 X 7 P.L 1,8E FG-2400 PSI HOU&SDS2.5 W/ (20) 1/4" x 2 1/2" SOS WS & 7/8' EPDXY $970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR... FO 'll I 5.25 x 6.25 P.L. 1.8E Fb-2400 PSI HDU8 SDS2.5 W/ (20)1/4- x 21/2" SDS WS & 7/8" EPDXY+7870 0 (WOLMANIZED IF EXT.) ANCHOR, OR ATR**- 7 x 7 P.L. HDUS.SDS2.5 W/ (20)1/4' x C12 1.8E Fb-2400 PSI 2 1/2" SDS WS & 7*8" EPDXY WOLMANIZFD IF EXT.) ANCHOR, OR ATR GENERAL COLUMN NOTES 1. SEE FLOOR PAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #11 OR SPF #2 UNO ON PAN. 3. NAIL BUILT UP STUDS PER DETAIL WF87/S3 4. MINIMUM BOLT EMBEDMENT: 5- EMBEDMENT FOR 1/2" ATR 6- EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR 7/8' ATR 5. IF 101 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LBE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DUL / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NNLDUIiENBTH NAIL SPACING ad 0.131" X 2 1h" OA31' X 21F.' SEE PAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR M 0.148" X 3' 0.131' X 3' SEE RAN BLOCKING & TOE 0.148" X 3IA` 0.131" X 3 AA' NAILS & TOP PLATE 12d OA48" X 3'A" 0.131' X 3'A' 8. O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 0148'X3" 0.131'X3' a' O.C.(GOMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS k 0162' X 3 %6* 0.131' X 3 -A- (2) 160(COMMONI SEE PAN (3) 380 ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 WI 11Y FLITCH PLATE THIS SHEET O(2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE 05 WI 11Y FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE 05 W/112' FLITCH PLATE THIS SHEET H4 (2)-2X12#2 SYP SEE GENERAL HEADER NOTE #5 W1112" FLITCH PLATE THIS SHEET H5 (3)-1314-X 11114 ATTACH TOGETHER W1(2) ROWS IM' X 3112 LVL 2.0E Fb=2600 PSI SDS WD SCREWS 9 18" U-C. TYP. EACH SIDE H6 (2)-13/4'X9114 ATTACH TOGETHER W/(3)ROWS V4'X 3112' LVL 2.0E Fb=2600 PSI SDS WDSCREWS @ 16'. GG TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REQ. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - T-11' (1) (2) (1) (2) 4'-0" - 9'-0' (2) (3) (2) (2) 10'-0"-16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2- IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/83 5. FASTEN ALL MUL7-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' c.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK I BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U. N.O. ON ROOF PLAN. (2)- 2 X 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH AC H SIDE COL U.N-0. ON ROOF PLAN. (2) - 2 LI 12 #2 SW W/ 7/16' CONNECTION: PROVIDE 2 L ) OSSBEAM PLATE. NAIL SIMPSON LSTA2HTS20 OR BEAM TOGS TOGETHER USING (2) O SIMPSON HTS20 TO WOOD POST ROWS OF IW NAILS 012' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PAN. (2) - 13/4- x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E INc2800 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' x 31/2' SDS WOOD OR (2) SI CMU OR SMPSON HETA16 SCREWS 016' D.C. TYP. L N. COU.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4"x117/8'LVL 2.0E PA-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" X 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETAIS TO CMU EACH SIDE COL U.N.O.ON ROOF PAN. (2)-33/4"x16'LVL 2.0ETHERU0PSI -NAIL BEAM CONNESIMPSON M TOGETHER USING 12) ROWS SIMPSON LS:PROMDE(2) OR 1/4" x 31/2" SDS WOOD FITS20 SIMPSON HTS20 TO WOOD POST O SCREWS O 16. O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2. SEE PAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.P. HOSE} BIBB O N N N N 0 12'40" ee ou 25 SH _ _ _ _ _ _ PRECASI 1BOTTOM ® 6'-8' EGRESS EGRESS 12'-10" 13'-0" 13'-10, wo 0 LAN L go OWNER'S O BEDROOM #2 M VAULT CEILING u� ¢ ALIN91 \'A'J LTED C � VAULTED CEILING DO `{ C2 C2 N - =t G.T,--- - - - - - - - ---- - 7,2" 2,-0"'---- 3,$„- ---------- 7,_2"-- -----5,_p. --- ---- 0, 1;6,--- ------i.12•4"'I H1 r H2 2) 3050 SH 2668 - �.. 2668 ;.-. 2868 8' CLG. - - - 2'-2" 1R/iSH 'n � o - BW1 ; N W/ BASE PLATE I I Ir ATTACHMENTS $ I 1 9 w m uj 0° B�� a- OET BRG. WALL ' N) 1 CD ' VAULTED CLG 13� DETAILAinFRAME DWN 5' 8" o TO 8'-B CLG. 2668 I IM 1 i a ° FAMILY ROOM 2668 = (nI C. - 2x6 WALL V 10' CEILING v VTR d) 1W.I. ¢0' CLG / o -------J--------- f - OD ----------------- -- i 1R/1SH 4 BEDROOM #3 b VAULTED CEILING O i 13'4" W 4' O �2'-8" 3'-4" 3'-8' W 0 NER fo n g,-4„3-4",„ �, Of i. 3'-5" <vBATH a o 3X4 W VAU TED CLG. , SHWR 5068 ,1 36" FLAT BARTOP iv 8'CLG. r 34Lk" .,, ._--I-----I--� ----- A/C a uT WALON ------- in l .'' - iR/iSIN H D/W ' RANG DBL. HOOD ROWDE PLATFORMSINK , FOR HVAC UNIT VERIFY SIZE WITH ; z MFGR KITCHEN DINING ROOM VAULTED CEILING i .� VAULTED CLG. ¢ o > I d I 12'-10" 7'4" in 6tlr" 3' S" ! `H 9'3" co ------- O w' 2668 - Z �i r _ _"-I, REFRIG. 4 Ir - �41 N 11 I I I. NOOK I L 3 � J - VAULTED CLG. - IU L ---IJ i LA N. r ---, 10'CLG.'. iN DEN/ fl L - - Pa 8 BEDROOM #4 ' * FOYER HANSON BOX VAULTED CEILING 10' CEILINGNT 036" AFF W'H' ADD INVERTED OF -------------HIP W/ B ELEV. 35'-0" PULL DN. STAIRS r2868 r22%- x54"g.___-_____-___,H1 NOT :BUILDER TO PROVIDE N I w APP ANCE PROTECTION IF , /"'� REQ IRED BY MUNICIPALITY. ' I SEE HEET 4 FOR DETAILS v I /(2) 12" S.L.EGRES TRANS. PE 2 CAR GARAGE m N a0 I ro ION W CEILING � d' WF2 M 2'-10" S3 6,4. S1 LI-_ 20' 0" 130'fi" EGRESS ENTRY 4 6 1 10' CEILING RCN SEE ELEVATION FOR „ WINDOW SIZE &STYLE D I I Him - _ _ _ _ LINE OF GARAGE DOOR ■ BM3 ELEV. 0 „B" .D„ & , ====___ _ -16" SQUARE 9'4" 2'S" '4 COLUMN TOP @ 9'-0" ' C , S-3 ' 21 r S2 ' MS12 ' , S2 , I� O ' H ' 16 x 7 OVERHEAD DOOR 13'4" 6'-4" 2'-0" 16'-0" 2'-0" 20'-0" 39'3" IO +26.5 / -28.8 I O +26.5 / -34.4 I +24.8 / -27.1 1 ( F ) +24.8 / 31.1 +24.3 / -27.5 I ( H ) +23.3 / -26.0 I NOTE: 1. WIND SPEED LISTED ABOVE IS AN"ULTIMATE" WIND I SPEED- THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES I WALL LEGEND "FRAMED WALL BEARING FRAME WALL 4 ALL 2X EXTERIOR WALLS W/EXTERIUR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. WS 01 MASONRY WALL g O r GENERAL NOTES 1. R302,5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or. honeycomboore steel door, or 20 Minute fire rated door. 0)2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed T-O" on each side of the venting. 3. R302.5 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage aide. q Garage beneath rooms shall be separated from all u ! A J habitable rooms above by not less than 5/8 inch �_� (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (127mm) gypsum board or equivalent. VERIFY LOCATION W BUILDER ,HOSE BIBB FLOOR PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS 4. R312.2.1 Window sills In dwelling units, where the top of the sill of an Operable window opening Is located N? less than 24 inches above the finished floor and greater iN than 72 Inch above the finished Fade or other surface es g - `-I below on the exterior of the building, the operable window ' shall comply with one of the following 13 listed methods]. F 5. R30S.4.2 All windows within 2'-0" of doors and in w shower or tub areas will be safety tempered glass. 85 6. Ceiling for exterior entries and covered porches to °V have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502.4.5.1 through M1502.4.5.3 Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided perimeter. The OSB shall be attached wSt!P at Pe / S nails at 6' O.C. field and 4" O.C. at edges or TO screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OS8 per manufacturer specifications AREA CALCULATIONS 1st FLOOR 1820 SF. I TOTAL LIVING (AC) 1820 S.F. I GARAGE 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. "AA: x 1*rr _ s ; \J ' ":Ji1:1'•:811r N 10 F � � 7'An 00 4k , jN FzZ W m a 4(9g U) 13 2�9 O Y W2 ;z W- 2� LL m d OJ a O o IY U N O y W J P .FDSENGMNI C1 ❑ O g g ) z //nnii z g ,D Q d N _ W z ti m N W r7 W V 12 0Ln w i c NVM (\J ~ J N U (V F Wt NC4 d Q o h0 i ® r1AM4'2 LAG% FLORIDA CONTRACTORS LICENSENO,CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: C O r"q TO EL .O f0 3 * m O m ♦ I Model Name / Number: 1820 ♦ Plan Issue Date: Monday, July 12, 2021 ♦ KA PROJECT NUMBER: 21-10564 Sheet: w Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. REINF° GRADE SEE PLAN Z x } N N ► .-i 16" 1. (2) 45 FM01 I SINGLE STORY FTG REINF. SEE PLAN 8 (1) #5 REBAR CONT. (-) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES (U.N.O.) CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DEFAIL FOR MONO. OPTION. _ 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, OPTIONAL CURB FOR ,If--�I P.F. VARIES - 2 4" 2500 PSI SLAB W/ 6X6 W W M, OR FlBERMESH MASONRY @ ELEV. 0'-0' ` — ADDED /FlBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ TE, I W/ (1) - #5 BAR CONT. "� '•' ' ,. , MANUF'5INSTRUCTIONS AND NER-284 FOR FlBERMESH OR NER-414 FOR FlBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMR TREATMENT. x 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO 12 STORY: 20" X 20" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB, HOOKED FTG. REINF. N - W (3) - #5 CONT. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. RPF PI AN •. - .� BEARING I 1/2"=1'-0" I FM02 SECTION @ GARAGE 9:nnnla ITUIruFNIFn FnrF 1 1/2"=1'0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. x� rc ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE cON .4 2 STORY: 4" CONC. DRIVE W/ 1/2" EXP W/ (3) JOINTS 10" O.C. TYP. 1tl- � \—(2) #5 REBAR GMna I QF( TlnKl (ai C;AR nnnR 1 1/2"=1'-0" 2x BRG. WALL 2 STORY: 20" X 20' (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) c[ rv+ry +r A — I� t' N I , REBAR FM11 I STEP DOWN BRIG. SEE PLAN 8" 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR #5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O.ON PLAN. 1/2" = 1'-0" 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/W SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION = 1'-0" REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 1/2" =i'-W I FM12 I STEP DOWN NON BRIG SEE PLAN OPTIONAL CURB SLOPED GROUT a OR MASONRY AT TO DRAIN 4"x 4"x 16" o N ELEV. 0'-0" AR WITH CURB (1),45 BAR CONT. ,1�8-,V (G.C. VERIFY) 00 I I z_2 F.F. REINF. ro FOOTING SCHEDULE MARK SIZE UEPiH REINFORCING GRAVITY CAP. Ibs F1.0 1'-0" X CONY. 1'-0" 2 #5 E.W. SOT. 2000 p2,0 2' -0" X 2110" 1-01, 3 45 E.W. BOT. 7200 Fn 2'-6" X 2'-6" 1'-0" 3 #5 E.W. SOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. DOT. 15600 F3.5 T-6" X 3'6" P-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 45 E.W. BOT. 26000 F4.5 4'-5" X V-6" 1'A" 5 #5 E.W. BOT. 3450D F5.0 5'-0" X 5'-0" 1'4" 6 #5 E.W. BOT. 42500 X 6'-0" 1'-0" 7 #6 E.W. BOT. 615DO LEGEND - INDICATES SINGLE -STORY FOOTING ® -INDICATESTWOSTORY FOOTING -INDICATES PAD FOOTING 1/2" =1'-0- SEE PLAN TYP, SEC. e • ' (SEE PLAN) d 2 #5 CONT. r INSTALL LINING , :" - 2 #5 BENT BARS W/ MATERIALS PER N N MIN. 25" LAP SPLICE FBC-R P2709.2 FT- 16" MUDDED FLR. SLOPED TO DRAIN #5 CONT. MIN. FM14 SECTION @ RECESS SHOWER 1/2" =1'-O" FM18 TYP. STEP FTG. DETAIL 1/2" = 1'-O" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. io BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5X25"X25" CORNER BAR ONE E I FOR EA. HORIZ. 04 " REBAR, TYP. U.N.O. (2)#5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY. 20" X 10" THRU FOOTING W/(3)-#5 CONT. FM19 TYP CORNER BAR DETAIL 1-1/2"=r-o" FM23 TYP FND PENETRATION 1/2"=V-0" STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"3'4" 10" 101, 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT.REBAR (1) 45 HORIZ. CONT. TIED T EA, VERTICAL REINF. BAR--\ #4 TU RN BAR 0 STEM WALLS GREATER THAN 4,_0" (1) #5 HORIZ. CONT. TIED T EA. VERFICAL REINF.' T FIN GRADE-8" MIN. TO TOP OF „.- STRIP FTG. COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF: PER SCHEDULE (3 SHOWN) n r r�� COVER d FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #B CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE *16' 5.95 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h + TALL (TYPICAL ALL CORNERS) C. 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS .SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. ' WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. S. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS 0 u FM19 3 ,Ij TYP. @ f TIRNFRR I n ■ ■ ■ ■ ----------------------------- , -- ----- ■ ■ ■ HOSE _______________________ ----- ; ,____________-____-__________-____- BIBB 1 FMO3 0 3 3 a FM11 FM11 i ,y U 0 1 � Z F2-5 ¢ JIFF275 1 1 20 1 1 L C0 ' °�+° STEP ON. 4" (D 1 , , m N ------------- 1 1 ' 1 1 'TUB ' 1 i UNIT i W.C. 1 io IL "4 Jl II apnl 31" iN LAV rr 1 1 11 �1 �I 1 N I � LL �J a ' .-� "r�„ -: W.C. ` ■ , `,-? I , ; i ■ . Yll wrusSTYLES'AARIES m o ' 1: WRIFY DRAiM I 3X4 F.G. , SHWR; qL _ J L J 1 24'8" "-----" 12'10" 212" 1 rn = �, I , a LLB JJJ /a 0.\C 1 I 'cam( D/W' ' I ' 1 ' OF 1 12' 11" ' 1 1 PROVIDE CHASE 0 1 FOR HVAC UNIT ' ' ' 1 VERIFY LOCATION ' 0 1 ' 1 1 1 ' FM01 ' ' (D WASH II Ili i I IJI 1 1 L JJ L JI QI ' FM01\O 3 I I w% BO ' INI � I ' --------------- I------.i ,-`--------------- ----------------- ' 1 o\ 1 L _ _ _IJ 00 It STEP DN. 4" 1"1� ; ' O�Q FM11 ' FM12 1 W.H..1 Ui 3 , g 1 0-1 1 1 ' 1 1 1 ' 1 1 1 1 1 3 1 1 , ' 1 ' STEP ON. 51h" 0 1 1 6, 4„ ' 1 20,0 1 W UI C.J. ' z'- ■ a ■ ■ is o ao w 2, S" 7' W 3, 8" 0 z F2.5 ¢ xo ' --- ■ I 0 1 ' a 1 I 1 m FM03 ; 3 1 I 1 0 � N I FM09 � o ° 1 3 , , ___________-_____________ ■ ■ ■ ■ ■ rl \—(2) #5 BARS W/IN I EACH F.C. TYP. @ EA. 0 r• m tl :eeaare re h• ", f c-I O rN 0 a e13 ,TSW'� N 0 � O r` v COMP. UNIT iiL ih M HOSE BIBB 0 -v 0 r- Le g a F a #cQa s2�E'm In g, w �v g°8P� ��Ess r W .FDSBNG.CON qq z g z ¢ 3 J N a — n Z N C4 ga to UI m � "0- � m °. _.U�-a�a. � w i C cm Ti3 J in - 1 U N E {� d 5 0_0'I = nc orb UN�� xwln,� iA\r%AIUfC LYAMT.0 FLORIDA CONTRACTORS LICENSE NO. CRC133Oi46 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Jab Information: Z Lo m cy)M � 0 m 3 CL 4i z I-�Um r_ a O_JUJZD ccYJ U'" o JM(/)(n VI Model Name / Number: 1820 ♦ I Plan Issue Date: Monday, July 12, 2021 VI KA PROJECT NUMBER: 21-10564 Sheet: A Of: FOUNDATION PLAN W LOAD CALCULATIONS COOLING GREATER THAN HEATING CFNFRAL LIGHTINQ & 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 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 1-00 % 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" = (AO 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 ASSUMED EDGE OF WALL R \v/ 2x6 WALL (FLOOR TO CEILING) 2,$,I USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RIS[ERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR TO SANITARY SEWER 11/2' VTR HOSEBIB[ INSTALL FAN BOX PREWI&Q , rn I I , h I INSTALL FAN BOX PREWIRE lul I 7 I r r r i I I I I I I I __-_______-� 220 I 11 r I I I I r r I I I i I _ r INSTALL FAN BOX PREWIRE I I I I r i I I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. INSTALL FAN I—�I WP BOX PREWIRE GFI \ , ------------ — ------- ---- COACH "\ LIGHT 'FY t � INSTALL FAN ----------- -BOX PREWIRE I I I -f r I I I I -_I -------- J L. (PP GFI GFI 22� GFI GFI G qf ISP O I r GFI FOR D/W MICRO/ LOCATED IN pp�� HOOD AQ, ACENT C �.d� . GFI+ i I r r GFI \ I II IJI I — I 1 L _ J �{} - L rJ I `� GN 1 220 I 1 I I I J}{y LIGHT T ELECTRICAL n GFI FF PANEL GH AFF m 220 W H \ ATTIC ELECTRIC \ IF REQ'D BY CODE ¢ q= xyy of �\ QZ�J LL O \; W W � p w w G GFI@ 42" AFF GFI ��pF Z m a o FOR GARAGE 0 m y w DOOR OPENER ul a w 4: 0 1-Om0¢ z��om ------------------------------------------------ r r r r , r r r r r I I i I I I I I I I I I I I I I r I r r I r I I r r r COACH LIGHT VERIFY LOCATION IN FIELD J U �z U Q wa J w DISCONNET WP GF ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICALNOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS A% MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" ARE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER. RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION; CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. 11315.1.2 COMBINATION ALARMS; COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH 134501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GEM PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTERTOPS AND:LB" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING (� CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET (� GROUND FAULT INTERRUPT 11) ' 2 DOOR BELL CHIMES (I WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET (Et— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V, CABLE OUTLET LD DISCONNECT SWITCH TELEPHONE CABLE OUTLET Sp PREWIRE SPEAKER RECESSED LIGHTING J ❑ 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 VERIFYFINALAMPSNEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0COPPER OR 4/0ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT E200 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 # 8 COPPER TO RANGE INTERSYSTEM # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 0) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. ■ 00 Inrru8 m�� ag ratm L NNu+ �m�0 � a a I77 a� a g22 LLmo �s o X0 3 cE3 ANTI � ; ww03F J m oto te s a k e 8' Z o" -' 7 o 'g�+s WWW.FDSENG.COM ❑ ❑ ❑ U z Z m 0 N z a J a N z r ^ v� R3 o Y w V) c In :D ,- J M c cry LL' F _ N E t U41 4 UN�v oQ (No m r w AA RAll—� LAAM C•IIM FLORIDA CONTRACTORS LICENSE NO. CRC1330146I 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 325, I PORT ST. LUCIE Job Information: LL `O G� O En Ln W`6 m f0 Q m G) /' m r-a 0 LuZ uD o J 00 W U) VI Model Name / Number: 1820 VI Plan Issue Date: Monday, July 12, 2021 Tj KA PROJECT NUMBER: 21-10564 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * !144. = net sq Inches of venting needed equally for irrtake and exhaust OFBLOCK LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR. 48" OFF RIDGE VENT OF BLOCK FIN, FLR. SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE DEL 25 SH 12 0 SMOOTH DECORATIVE — BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 48' OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING = TOP OF LITE TEXTURED DECOHATIVE CEMENTITIOUS COATIP,G 25 SH W'DOW HEAD HGT ■ 00 � 25 SH FIN. F (2) 3050 SH 2868 FRENCH DOOR F LR. REAR ELEVATION SCALE: 1/4" =1'-O" BEARING @ ENTRY _TOP OF BLOCK_ LEFT ELEVATION "B" SCALE: 1/4" = V-O" DBL 25 SH 48" OFF RIDGE VENT HEAD 0 0 N FIN. FLR_ 48" OFF RIDGE VENT RIGHT ELEVATION "B" SCALE: 1/4" =1'-0" Soffit product provides 4.1Z net sq In / sf Ridgeventprovides 18.00 net sq in/If Off ridge vent provides 138.00 net sg in / sf., , Overhang distance 1.33 ft S.F. of Area to be vented (SF) 42� ,n s.f. Total needed for exhaust for upper 1/3 578 netsginches '. Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3needed 4 L.F. of Ridge Ventneeded(can be used in combo with ORV) 32 Lineal Feet ofSof'itneeded to meet required 105 Lineal S F. provided by plan L TOP OF FIN. FLR. RAISED BANDS CEMENTITIOUS COATING S.L. ANU 1ti' H IHAN. ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION 11B" SCALE: 1/4" =1'-O" A3t'�$iFPiYFttz FI"4 5}' Iwo 7A, __ or m N (O IA S ��smgaA.zN��ga� 'i : "�G�.1"9"iI.• 00 w o r[OwaW�a—ic g$�5gW "-Ow6 CaJF0� +�e%mgm' Lu a%a_ 2Z 4IN 3mQlJi oYs00 ��eam WZN'6 Cc gm� � E) 11 El WWh.FDSENG.COM � w cOi W z z J h a — Z .i N N � y 4� u w In C m M UM ~ � J U 00 0 _ pp ¢ may Mop am ® RAMC YAMCC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: Ly 0 Z N c si In Wt° / a m ai m ai z H a= i U 00 a p_ILLI=) m o " J 00 U) to IVI Model Name / Number: FUE ♦ I Plan Issue Date: Monday, July 12, 2021 ♦ KA PROJECT NUMBER: 21-10564 Sheet: Of: ELEVATIONS u SEE CET. T603, FOR WIND < 155/C M G.C. TO PRI BLOCKING W/ APA RE FOR SPAN SHEATHIN( SEE "HIP/F BLOCKING' C 4 4 20'-0" MAX 20'-0" MAX ALTERNATE SPAN RATED 32/1.6 IEATHING MAY BE USED (32/16 THE SPAN RATING. THE SHEATHING IICKNESS IS 15/32".) IF 15/32" IS ED. THEN THE ALTERNATE BLOCKING DHEEDS 2H )VIDE -0 COMPLY- )OMENDATIONS IATING OF IDGE DETAIL o' W - - - _ EQ. Q a 4 �T Q a w J V 0 O � R _ _ "X" DETAILTB01 BRACE SEE .CONTINUOUS BRACING o 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TS04� _ O Q O X 4 � d EQ. BOTTOM CHORD GABLE END BRACING C& OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED _ ___ ____ _ AAMCMT noePIUr ownwncn rT rXTENOS OVER AT LEAST 90% OF THE WEB. 2) "T" BHA721NG MAY BE USED Dw PLAUL yr TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH ENGINEERED ROOF PER AS7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) WIND SPEED (ALLOWABLE) 160.0 MPH 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND AREA I FEET) WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION HIP ROOF >20 TO 45 DEG, [4:12]-[12:12] I,a 1,a O r a=4ft r �i' AREA ROOF 1 2e 2r 3 3e 3r I,a HIP 37.02 -SILOS. 158.99 SILOS -SILOS 10 GABLE -37.00 -37.00 -58.99. -58.99 -76.03 ROOF NAILING SCHEDULE/NAILIhG.ZO�E�(4HINCLE AND�LEL ZONE 1: ASTM F1667RSRS-03 (10d) NAILS @ 6" 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, 39, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING' HIN :1932" EXP. 1 (42m) O O r TILE! "132" EXP.1 (42w) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 28" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN -u,", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2 x 0.13T) NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 rig SYP OUTLOOKER CABLE RAFTER WI BLOCKING @ 16" O.C. iF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS - W/ BLOCKING PER NAILING SCHEDULE. r r a=4fl ROOF > 20 TO 45 DEG [4:12]-[12:121 WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUDAND OR BLOCKING AT ALL EDGES. AMINIMUM %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y. O NAIL AT BASE 2 ROWS@ 4"O.C. W/Btl COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS � 4" O.C. W/ Bd COMMON NAIL. © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/8d COMMON NAIL. O NAIL INTERIOR AT 6"O.C. W/ So COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" GO, w/Btl COMMON NAIL. OPLYWOOD SPLICES 0 HEADER- NAIL SHEATHING TO HEADER WI IN COMMON NAILS CD 4' O.C. (2) ROWS I0 TOP & BOTT. O (2) Sd NAILS 4i13° O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END, 1513T OSB - EXPOSUREI SHEATHING PRCVIDEBLOCKING II II AS REQUIRED PER II II SECTIONX-XIFNOT. FULL HEIGHT SHEET = --'- ©7 FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN La" (2)' 2x TOP PLATE BEYOND /�-16W 03B EXPOSURE 1 SHEATHING II F ii II II II SOUD2x BLOCKING WO ALL SHEATHING j(I III II II II I III EDGES11 xxwLU N III III 11 II II I (SEE SECTION X-X) O N C III 11 I I jjl III II D II 1 wz III OPENING III 11 II II II L--- 4 L IIII III II II II w LL F 0. ED I L _ AL L---JL--- - IN III-- X n It II E 1 II 11 1 2. STUDS BEYOND. IIII III I II IIII 1 i i II II III 11 II II II II I SEE PLAN Q I N III I I I I I II IIII lit 11 II N I II I I I � I IIII IIII I I II I 11 II IIII W II II II 11 II II I IIII IIII I I 11 IIII 1 L__ II 1 II 111 II II II II U I I _ `2x4 P.T. BASE RATE BEYOND SEE A RAN 2%RIBSONORBLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/8, SINGLE NAIL EDGE SPACING 'S'=W SPACIN 12 DOUBLE NAIL EDGE SPACING .AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS Bd NAILS 9N 3' O.C. SECTION X-X CONNECTOR SCHEDULE FOR;; ADAMS HOMES -1820 ELEV B BEARING TRUSS ACTUAL CONNECTOR ID -CONNECTOR UPLIFT FASTENERS ` NOTES TRUSS ID POINT UPLIFT ' DESIGN RATING =C1-CS, C1V-05V, E7, E7V, L/R 327#or less HETA16/PER : TRUSS MFG 1810# (9)10dx 1-1/2 E7VP H7 H7V C1P, E3, H3 L / R 258 # or less H10A/ PER TRUSS MFG 3040# (18) lOd x 1-1/2 )10dx 1-1/2' A01- ADS, ADS, A10, D02 L/R -817#or less HETA16 / HEFA16 1810#/18104 IS) lOd xY-1/2 10dx1-1/2 B02 L/R 689#or less '. HETA16/HSOA `. 1810#/1040# 18 lOd X 1-1/2 (9) 10d x 1-1/2 A11,Al2 L/M/R -1010#or less HETA16/H10A/HETA16 1810# / 3040# / 1810# (18)10tlx1-1/2 ,.: 9 `10d x 1-1/2 IS) 10dx 1-1/2' 903 B05 L/M/R 641#or less HETA16/HETA16:/H10A 1810#/1810#/ 1040# (9)10dx1-1/2 1810dx1-12 (9)10d x 1-1/2 HETA36/(2)MTS12 I(2)MTS12/ .1810#/1980#/ (28)10dx1-1/2HETA q07 703#or less 16 1980# / 1810# ,(28) lod x 1-1/2 9 10d x 1-1 2" pL/M//M/R (10)10d x 1-1/2" (2)HETA16/(2)HTS20/12)HTS20' 1920#/2620#/ (48) 10d x 1-1/2" Apg 1849#or less /(2)HETA16. 2620#/1920# (48) 10d x 1-1/2" 10 10d x1-12' TRUSS' MANUFACTURER: PROBLIILD DATE OF LAYOUT. DATE OF TRUSS CUT SHEETS: 4727/ L= LEFT, R`= RIGHT & M - MI DOLE BEAR]NGS BEARING. LOCATIONS ARE REFERENCED TO TRUSS MANUFACTUREWS TRUSS. DRAWINGS, ALL CONNECTORS ARE SIMPSON PRODUCTS C T� SC3u E: 1/4" =1'-0" H- > N m F RAKE FRAME BRIG WALLS TO 10 0 F F N m 7T\ 3/12 VLT 1 10'-0" CLG 3/� 12 VLT (2 D TB15 D 12� SA 10'-0" CLG 3/1 VLT 3/12 VLT 10'-0" CLG ODD SPACE 10'-0" CLG 3/� T 3/12 VLT 8'-0" CLG 10' " CLG C H- J N a•H (Y) 10'- 'CLG BRG. 8'-0" AFF W1 KNEEWALL TOO II B 8-4-0 TYP III, FRAMED HIP CORNER zUSS LAYOUT "BF' ODD SPACE 8'-0" CLG =INFORMATION TYP. U.N.0, SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE TYPE COINNECTOR&FABIENERS SIFF SYP CONNECTOR a FASTENERS 9PF BM ME TO L9ONRY HFTAIBW Rl Wx1 V2"OR HETA2 Md OOI04kI t/2" 1810 HTA16W(10)1Nx1Irz•'OR HTP20W(tO7Wtlx 112' 158E 1W0 AMETO H2.5Aw/110180 NML8 635 1 BOB RT7Aw1(1NSd NAILS BIB 1 586 D FPAMETu FRAME mwl[nry ai vux, r[ MTEF1,11IUH LOCATIONINCLJOEol)l tlTOENAILS) B80 "DLOCATION mnmmt rl wni c � ...• INCLUDE (3) nd TOENAILS) JOBS 1195 MErr AH T0d NALSANDeW A.TA. W12" MUQT15w1(28)'. NNNLSANDSW AT.R.W 3330 44M OMMIETO E AS MONRY EMBEDMENI'VEM P "SET'EPDX J330 B6S 12 EMB®MEN WSIMP90N "SET EVXY FRAME AME TO HT52DwIp4IWx+.I/Y AT EMEPIOR HTW10 W1&)IUdx 112 IATEXTEUORNAILS 128E 1530 FRAME LOCATKNNCL(CE(MITOERIALS 1125 1310 LOCATION INCLUDE(3)12d TOE FRAME TO Q1HTS30W148)I6Wx 111-(ATE%TERIOR Rl RTW20wl(AS)INX 112'(AT EXTERIOR 25]0 sow FRAME LDCAT,.,.N WDE(BN2d TOENAILS Nw 2620 LOCATION NCWDE(B)12d TOENAILSiEA) Ht07-2w106)1w NABSA4b t2)5T A.T.R.HUQT2 wl(16)10d NAILS AND(2)SB'AS.R. Q O FRAME TO `^'11r EMMDMENTWI OJMPSON'M7- 10690 W, 12- FM3ECMENT WSMP90N"$FT' 7020 97W MASONRY EPoXYMGT.9 FOR 3-PLY) EPDXY (HJQT3FOR }PLY) FRAMETO FQTRW(U)1/4"x3"9P9 ODO SCREWS RFUSW(121WMMODSCREWSAJD 7100 MA9IXNRY ANU(2)11Tx7TrtENHDANCHOR8OLTS "Do 4725 (4)3l4" VIMEDGEbOLT (1) LQT2 W (1IH IW SINKERS QFRAME TO &(7)1k°x M14°71TE142 1750 203D MASONRY tME NO Len BELOW FRAME TO (2) LGT2 w1(32)' N SINKERS &(14) (2) LUGT2 W(32) In SINKERS &(11) OWO-M 31004N QJ2 MASONRYI 1/4"x 21N (! "TITENPLYTRUSS) 350641 324041 4060-M 3770E 114"x3"NEDGEEOLT(2 PLYTRUSS) MOD 4520F FRAME OR(28) 1W SINKERS FOR FRAME (EA) OR(32) IN SINKERS FOR FRAME(EA) FRAME TO (2)1-QTS W (24)1m x3" SOS SCREWS 4730.M 6570.M (2) NIGT3 W ON)1W x 712' WINS MBON 7050-M J3 MASONRY/ &(8)Tr9B`'TITEN(LPLYTRJSS) 69BOP SCREWS &14]&3'x5'WB f2 PLY TRUSS) 0480E 7T0-f FRAME OR (52)'. Btl $INKEPS FOR FRAME (EA) 5010f ORON)18d SNKERSFORMAME(EA) BEAMTO H04100PTHUC410w104)16d&(10) INGp2880 HD4100PT HD4101P W(2D)1Bd 8(10)100 GX30-80 O BEAM NAILSUWIBBS NALS UM9U11 MTO HU410 OFT HUC410 w1(13) TITEN GN4&00 110410OPTHO41DIFw'(20)1I4"x 3' aX3356 OM MASONRY 1N"x2 S4"&(10)1M MILS U#16N WEDMaOLT&(10)lw NAW Law BIAMTD HU400PT HtJ01G W NH) 0d NAI, S 8 GM1540 G03000 HD48OPT HU40 W (6)10d NAILS & W625 G4I2015 O MASONRY/ r2)1Wx2314'TITENITO MA9J UX960 UN1136 (12)lWx231VTAPCONS(TOMA3.) U01030 UMT60 FMME DR O21IM & OH 1N (EON FRAME) BY,, SYP.M OR r2)1N & HH I0d (FOR FRAME) SYP-F SYP.M (2) HETAI B OPT (2) HETAW 1920 Iwo (2) RTAI8 OPT(2) HTA20 IB70 FRAME TO 1PLYw1(10) 1Mx I IM OR 1.PLY.1(10)'.. M x l lir OR 243V MASONRY 2-Pt W(12)IN 2986 23&9 2-PLYW('2)IN HTSM16.1 ONOd NAILS AND (4)114N21'4' 955 1110 HT"ISw/OM10dNAILSANO(4)114k1W' 114E 122E TAPCONS WEDGE BOLT OMAMETO N OR OR MASONRY HTSM20 .1 (10)10d NA1LSAND(gt14°x2114" 955 1110 TWM20wi 11001 M NAILS AND(4)-W"l 31V 1145 1226 TAK048 WEDGE -BOLT ©FRAME TO H106W(8) Sdx112°"11.6AND(2) 318-MV 78U 910 MASONRY TITAN HE D1T2Z W (8)114"xt l "SDS W000 DT6T2 W (8)114° x1 112" WS15 WOOD OFRAME O O SCREWSAND(1)126AT.R.EPOMEDw1 1825 214E SOPEWBAND(1)12'BATA.EPQAEDW 1510 1330. MASONRY SIMPSON'SET'BLENOTE#N) 8MPSON'SET" -E NOTE N) HITS W(26) 16d x2 1Q° ILS AND (1)SAO'0 HTT 45-Ow)lwd l/2'NAESAND(1) R O FRAME IO R AT.EPD0nDwIBIMpSON'Mr 4375 BOX) 6le'ID AT.R. EPDXIED W SIMPSON SET Son MASONRY SEE NOTEN BELOW) (ME NOTEA BELOW] HIT 4 W(n)16"V21 HSAND(1)9vo H-45w1(IB)t6tlx2112•WIL.S AN OFRAME IO ATR.EPOY.IEDW BIMP3gJ'3ET' 8640 495 N8"90.T.R, WO%IED W/BIMPSON SET' - 4189 MASONRY (SEE NOTENULOW) SEENOTENSELOM (D FFRANIF N109 w/(24) INXIl2' NAILS 785i 910 LUGTI W723)Bd%1112'NALS 875 1045 NAME FRWI, 1.MASONRY 7tlV RTBM WI 10dx1112"NNL$8 139E 139E OMASONRY SCREWS((501xaI'4L TAPGO BLflEW3&1611H"x21'4'TAPCdJ3 780 x 141114"x1&4"TAPCdJ9 0 FPAMETO VGTW(15)TWO" SOS WOOD SCREWS& (1) 96••B ATR. EPDXIED W SIMPSON 'MT' 3655 4940 MASONRY W 1T MIN. EMBEDMENT (2) VGTW(32) IN'4'SDSWOOD SCREWS O mAMEro ATR FPONUEDWSHARSON 517D 7185 MASONRYAO5S'B SEVwl 12 MIN EMBEDMENT VGT V M) lWxS' SDSWDOD SCREWS B MUGT16w/(22)IN RAILS &HTT46 wIUM 4t60 0 FRAME TO HOW-S0925WOO--l4'Y21rz'SDSWOOD 3nS 4506 1NNAIL9&I1)SM"BA.TOL FRAME BCMM BitSRI"0 AT.R. (1 FRAMETO (2)HTT5w1(52)IN"X21TNAILS& 4376 am(2)HTT45WIOM)nd'k2112°NAII4L5 SOBS t. CO TWSSIOTRU RTgUBEE ONSTBkORBFARINQWOODWMMUF TUBER, U.N. ONPN . a Al TRVSUME"S$ SIMPSON RUSP PROVIDED B,Sm MINOPLMRER.U.N.NENM N. & FORSINY119EE IRIER SES. SC ORUSPCHEIGIR NIN9,SEE "TO[ oP VFti C WELTCRCOWSOF 4. FOR IN. AT..EMBEDMENT MBE MENTSCEMU BO LL NFJG1119VPN12"M"TO IRJ99 VERTICAL WEBW(2)HOW30F too N41L9 �3-D.D.STAGOERED. 5. SC12"AB CHORD WENT�DMU BO(MATCH U.N.O. 8. STAS STAGGERED; AT xSYP X! ECTOR (MATCH CHORD LUMBER 52E)W12)ROWS IN �4°FROM END &4'O.G MUCK A FEOS CENTERAT CONNECTOR LOCATION AS MUCH AS POSSIBLE. U MINIMAL0ONNECU3RUN00NFRANINOPLAN 1. CONNECTION FOR ALL ROOF IFLOORT91USMST0 MASONRYWALLS/LINTEL'S/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24"OR 32"0.0, PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALL$ $EF OFTAIL FQ12,93-1 FOR MONL INFORMATION 3. CONNECTION FOR ALL HIP JACK(CORNIRER JACHD TO MASONRY WALLS' ICF WA,UMUNTELS 4, CONNECTION FORA_ CONTINUOUS RIM BOARD TO TOP OF MASONRY AT V- 0.0 MA)r w(2) AT EACH CORNER GC. TO VIER FY LOrATION DOES NOT CONFLICT WMH OF APPIJCABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES IO INT NkOH BEARING WOOD WALLBFAMS w'(2)12d TONALS n MIMMALCONNECTORUNOONFMMINGPIAN I (C) MINIMAL CONNECTORUNOON FRAMING PLAN I ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FAST€NERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT RAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST D ±V-ALUM METAL DRIP EDGE C.M.U. OR ICF WALL -2 x SUB -FASCIA SEE TYP. WALLSECTION = _ FASCIA 2x BLOCKING NAILED 2x2 #2 P,T. MIN. FASTENED = _ TO TOP CHORD OF EVERY PER NOTE 2 BELOW. OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING w/ (2) 12d NAILS - CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24' O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ OA48"x31A" AT 16"O.C.) 3. (F) CHANNEL APPLICATION; 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE 1(*) REFER TO THE PRODUCT. PPROVAL FOR INSTALLAION DETAILSI (* *) ALUMINUM SOFFITS > 1k4' BLOCKING RE UIRED. I(*r**) VINYL SOFFITS > 1'-O" SHALL HAVE FOR SOFFITS < V-4" MI BLOCKING NOT REQUIRED I .MID BLOCKING PER R704.2.1 �ITPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" �X.�2i5rrt��€§; gd FgFp Wit), 1 P10 �7a CC 1_,, a NN xX i� 2_ m Do I` � �g2 ry= d E m F a Q ry�� tx N e4 t! � Do W # iJk iJk LL E E � s � 52'B 3i l � a d v�' � J vy v' z 1• LL IL w .� ro1= w a w `A " ¢ p o .�XwS ,owµ, *jN�q= D.• J Do 32 F6 it, 0 a a a it Ln (o(ffD 4R `4F4p2 z ❑ ❑ ❑ WWW.FDSENG.COM C0 Z 0 g Z C4 w7 Olt QNQ Q w Q d a In Z � N (� m ti � Tn LU o c m 0 J U i =N E = Op Q�N ODO .'' Q N Ci n0 Q ® P%A RA42 YAM IW FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 IT PORT ST. LUCIE I V I Job Information: u-}3} I �4. m 0 1n �( Ln W (n m @ CL EL 3 z �-�61 -CL ®JMLd m o Ln TT Model Name / Number: 1820 Plan Issue Date: Monday, July 12, 2021 KA PROJECT NUMBER: 21-10564 Sheet: 6 Of: ROOF PLAN B TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES IN.T.S LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. YAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB µ r mr ¢ ° I 11 Pit h 4(1 I MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/i. #5 REBAR CONT_ SIMPSON SP4 W/(6) - 100 X 1 1/2 / SP6 OR SP8 FOR 2x6 AND 2x8 WALLS 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 SHWA EXTERIOR FRAME WALL 8" C.M.0 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" " - BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 31' X 1/4' TAPCONS OR (8) 2 7/8" HILT: TIX ONI 111 NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03Irnmlvfl_ t"^I/unv/ ul lx_nixl vv I NT.S. AAA0nKIDV I nKIKICOT1111 lt;TAI #5 REINF. BAR 1) �8. #5 STD- 90° HOOK SCALES"=1'O' 20" MIN. LAP #3 OR #4 REINFORCING BAR #g & #4 1 AP SPLICE 25" MIN. LAP #6 REINFORCING BAR #51 AP CPI ICF Lbws 86 REINFORCING 8^R 96 LAP SPLICE_ I'll I REBAR SPLICE DETAIL - GRADE 40 I NJ ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 x4 1/4" X.2a4,- 12" O.C. 1 2 x 6 1/4" X 2s4" 12" O.C. 2 2 x 8 1/4" X 244" 12- O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. :PRECAST w .LINTEL a (2) 2X P.T. 7 BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2x BUCK DETAIL N.T.S. LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 B STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED ' UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 172 405 92 8F16 - 1B / 1T (min;.) 2 71-611 2661 171 1624 89 8F16 - 1B / 1T 3 41-611 6113 133 27107 81 81`16 -'1B / 1T 4 141-011 1002 168 560 154 8F16 - 1B / 1T 5 31-711 6113 770 3060 399 81`-16 - OB / 1T 6 7'-611 2661 770 1624 399 8F16 - 16 / 1T 7 4'-611 6113 770 2707 399 81`16 - 1B / 1T O O O ® O a O O O w REbAR et 1O nw rU Ratan LIY CL:4R c.n.u. ...�III GRd .� IS PSI A - BORON a urns. uV lx BOYpM RPW'OFCI*tr 4Mp"GC'a4 PR,cw]. le 41RL AR2G WNINAI WDiX p' TTPE DES16,NATION r . r4o "I rAq:T, sUAWITY O 11 RE9LR Fi p0-,p1 WNiFL CAIn, S1rF16-IR/IT1r NILLICM1 J L GJpNiT' W b .I xewx+ ReeAR 110 MATERIALS 1. Pc precast Ilmels = 3500 psi. 2. I'c prestressed lintels = 6000 PSI. 3. is gldut = 30DO pel W/ maximum 3/8" aggregate. 4. Canpete mouthy, units(CMU) per ASTM C90'R/ mINNIum net area compressive strength - 1900 cut. 5. Face, provided In precast IIrml per ASTM A615 GR60. 6. Flad rebar per ASTM A615 GR40 or GR60. Preirmaaing Stan per ASTM A416 grade 270 'aw relaxation. 7. 7/37 who Per ASTM ABILO 8. Mortor per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed jclnta. 2. Shore filed Intel. as squired. 3. H1aloillation Of 11=1 mI correctly wah Me amNte tural and/or Structural drawings. 4. UrWS R® manufactured with 51,/2" long notches at the and, be accommodate vertical cell reinforcing and grouting. 5. All Ilmels meet or exceed L/360 verroal deflection, except lintels 17' 4" and longer with a nomma height of 8" meet or exceed L/180. 6. Bottom field added rebut to be to -Wed at the bottom of the Intel cavity- T. 7/32" diameter wtre sdrups are weWetl to the bottom sleet for mechanical anchorage. B. Cunt inplaceconcrete may W provided in composite lintel In Blau of whereas masorry, oaks. 9. Salt load ratings based On rational dee'gn analysis per ACI 318 and ACI 530 10.11niel min, depths are called out on lintel plan. I I compactor installs a deeper lintel than indicated an the plan, doing fires Increases the strength of the lintel and In Spplaetl wmaut engineedrig letter. N a Smeller lintel IS installed coni�ct FOR for approval. SAFE LOAD TABLE NOTES 1. All values owed on minimum 4" bearing. efoepron: Safe bads far unfilled lintels must be reduced by 20% If bearing fin gm Is Was than 6a/2". Safe leads for all recessed lintels based on 8" nominal cawing. 2. N.H.. - Not Rated 3. $are loads are total superimposed allowable load an the Section specified. 4. Sate loads based an grade 40 or grade 60 field most. 5_ AdclUonel lateral load capact can be obteiried by Ird design., by PrJViding unmoral relnforced mannerly above the precast lime., 6. One 07 rebar may be substauted for two 45 rebers In 8" Ilmels only. 7. Tile desigma Ina, aveluata concentrated III 6dm the safe bad tables by uakWaeng the maximum reslsflrlg momert and shear at deway from the race of support. 8. For colrposite lintel heights not shown, use safe load from next l°WBr Height. 9. All safe batls In units of pounds per Ilne er foot. PRECAST "U" LINTEL W/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS REBAR ON BOTH SIDES OF OPENING U.N.O. STD. 90 DEGREE ANGLE 9000 P.S. CONIC W/1 #5 D REBAR PROVIDE KNOCK -OUT _ BLOCK FOR FIRST '-' COMPLETE CMU COURSE BELOW SILL &FILL SOLID :. W/ (1) #8 BAR FOR ALL ' WINDOW OPENINGS W-6" AND LARGE 8"x8"x16" /l .. CMU U.N.O. .. .. .. ,, . SEE FOUNDATION PLAN LOCATIONS GROUT SHALL BE FLUSH WITH TOP OF WALL 10" STD. 90 HOOK HOOK <� N J oR N O. TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR ale CELL FROM Fre TO BEAM WITH 1 #5 OAR MIN. M1% PatF �b V Flo 278"4 OF r, i ✓ F u'v� ffi yy{¢ IU wN-1 00 1- g6$� •.... W 0 ti W In 00 1- is s is t q R A2 d Pk k JJ JJ iR LL LL LL ��a �6 sI'n r v m � zw aa3 d K O Y�, N IS ®�L®fr%W rrck Y��WA C, J 11$1 5tis is I.4 Nl; 2 Fi � E � a¢ see 0 0t ¢ ul p In °gI.s WWW.FDSENG.COM ❑ ❑ ❑ 0 Z j O Z N Q J N a ri Z N (n m v o 03 (Dow M ui�R c i V cA U — tmv E ® F U to 0op 0 ¢ `4fa o a IQm nAlli YAMCC FLORIDA CONTRACTORS UCENSENOPCRM330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VF Job Information: O Z =O u to UsualN M c0 XJ 4 m L CL m Oj Z �-i O. HYV� �i"p Nin r` U a 0JLLJ m o J M cn cn Ln L` VI Model Name / Number: 1820 ♦ I Plan Issue Date: Monday, July 12, 2021 VI KA PROJECT NUMBER: 21-10564 Sheet: /� Of, Yi■ ALL ELEVATIONS MSO1I BLOCK WALL REINFORCEMENT LINTEL PLAN 0 IN SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2)'/x"x5" 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 TRACK TO JAMB. : ; y,.;^Qf ;'• ' (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" ° o q 0 "J" BOLTS WASHERS SET IN " FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o SECTIONAL ® OVERHEAD DOOR T. P.T. #2 f WOOD SYP 2 X 6" TRIM 1!o 8 7 G, 5- 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PER7 c T OF GARAGE DOOR MANUFACTURER GARAGE SLAB n TYP. GARAGE DOOR TRACK MOUNTING DETAIL o 0 NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTEDOTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CCD21 ENTRY CMU COLUMN/BEAM N CID 1) g g ,. W 00 c $ 8 S !� y OD I� k ti ' t'y � L 0 � RSm�t � I+�1 �iM o BLOWN -IN R-30 INSULATION PER FBC `-.? d8 c o a a R Y AND ENERGY FORM SUBMITTED WITH ".� °` ~O w PERMIT APPLICATION PROVIDE BAFFLES „ ,, aim m ¢ V BLOWN -IN R•30 INSULATION PER FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR ` < a WITH PERMIT APPLICATION TILE ROOF (PER ELEVATION) 5 o N a B 12 SEE PLAN " Z v j y PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT s s F SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1.1 OVER APA o @ °"m o ❑ ❑ ❑ mm.FosEn . M PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- `� ; FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24" D.C.. SHTG &FASTENERS, SHT. FOR OVER APPOVED UNDERLAYMENT , ' PER FBCR 905.1.1.1 OVER APA WOOD ROOF SHEATHING - SEE SCHEDULE- - -' TRUSS ANCHOR (SEE PLAN) ` -'� " '' SEE PLAN FOR Z INPRE-ENG. Q �/ I' [RSH] - ON FRAMING SHT. FOR TRUSSES @ 24" O.C. _ _ _ BRG. HT, J cn SHT'G & FASTENERS. 5/8" OR 1/2" DRYWALL ; . • a. HIGH STRENGTH CLG BOARD • • v TRUSS ANCHOR (SEE PLAN) ETAL DRIP EDGE Z N i TO BE INSTALLED ON OUTSIDE FACE FELT PAPER OR •y 2X SUBFASC[A (TYP.) FRAME FOR BUILT-UP O J - TRUSS PLATE - 3/4" P.T. NAILER •� SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR v> L— W PLANS 44 w/ 2x4 POST UNDER EA ' s/8" OR Lj2" DRYWALL -METAL DRIP EDGE HIGH STRENGTH cLG 1/2" DRYWALL (1 ell x 8 x 16 K.O. ^ END OF SUPPORTING BEAM.. 2 X 4 P.T. PLATE NAILED w/ 8d NAILS @ 6" KEEP IN 3/4" FOR SHEATHING a c y�— 4(�) BOARD 2X SUBFASCIA CURTAIN NAILER " LINTEL BLOCK 1 x 4 P.T. @ WINDOWS " O.H. W/ (1) #s DIA REBAR & AND LATH WITH FINISH O.C. fy F _ CONNECT ALL 2x STUD TO TOP PLATE WLTN (4) SOFFIT. SEE ARCH. 1 x 8 P.T. @ S.G.D. H 3000 PSI CONCRETE " SEE BLBV, "U" (TYR) ALL SIDES i \ \ (TYP.) FRAME FOR COR- OO °� NERS FOR NON LOAD CID -' m U N o •ti l6d TOENAILS PLANS PRECAST LINTEL H SEE SCHEDULE �!/ va \ , v , v BEARING SIDES NAILED _' am .l 1/2" DRYWALL SEE PLAN FOR HEADER SUE N P I/0' v o• v b• " < W/ 16d NAILS @ 8 O.C. , ,,;� U N ro v " v \ v v 0 \\ v o 7 c U) Q a o nn \\ su 0 QP 15/32" OSB EXPOSURE 1 ON O.H. _ 1/2" X 8" J-BOLTS \ COURSE A.F.F. (MU DAMS HOMES EXi, WgLL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE T913 FOR NAIL ATTACHMENT. (1) CENTERED EA. D w/ CMU BASE FILLED w/ CONC SIDE w/2" WASHERS B ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL FIG 1. ON n FILL CELL -(1) #5 DIA. P W/ (4) VERTICAL RENF w/ (TYP.) HOOKS INTO FTG & AT TOP —" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT B"o.c. ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI „ OF COLUMN PLAN Al -Al 3000 GULFBREEZE PARKWAY " CONIC. ALL LOCATIONS GULFBREEZE, FLORIDA 32563 SHOWN ON FOUNDATION VINYL FRAMED WINDOW W/ SCREEN u & FLOOR PLANS " DIVISION (G.G TO VERIFY W/ FLOOR PLAN P PORT S LOCATION OF OPENINGS IN r SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO w/11-10d TO BEAM -- FOR BEAM SPEC. OPENINGS ARE INDICATED, FULL ,) & TO FRAME BELOW ♦ Job Information: STUDS ARE REQUIRED). NOTE; 44" MAX, SILL HGT. ON r ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL n W/ SCREEN CENENTITIOUS DECORATIVE PER SPECS h PRECAST CONIC SILL FINISH 718" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 u i , 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL LA MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM P EXTERIOR FINISH - SUBMITTED WITH PERMIT Z a 1/2" DRYWALL ON SHEET6 (SEE ELEVATIONS) APPLICATION O Lo FOR NAILING INFORMATION FOR FTG. DOWEL #5 DIA. REBAR W m v R-13 INSULATION AT EXTERIOR WALLSHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. 17" IN CONCRETE - 25" EXTEND (AC[ 530) ABOVE > al y M AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SIMPSON HETA20 BUILT-UP CORNER MIN 2x4 ��, WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN Al AS (3) w/10-10d TO COLUMN OR 4x4 POST w/ 2X4 UNDER % c•I a al > MIN. 6" FROM END - SEE WS07 POST ` �•— U m ti a WOOD BASE —� FOR TERMITE SHIELD 1 EACH END OF BEAM o PLAN SEE FOUNDATION PLAN FOR �' ' M C� SEE FOUNDATION FOR SLAB INFORMATION TOP OF SLAB INFORMATION TOP OF SLAB _ _ _ 2 X 4 P.T. PLATE r� �O u_ J � o � � -SLAB •: - — - - -- — ' • - - BOTTOM STRAPS MUST BE � a ♦ Model Name/ Number: ,.. , . , *'= " = " " — • .,�_« INSTALLED ON INSIDE OF GRADE L, COLUMN. DO NOT BEND f' GRADE „ , t ,. { STRAPS UNDER PLATE 1820 t I ) , PLACE STRAPS IN FILL ♦ Plan Issue Date: CLEAN 3 SEE PLAN FOR N •: r „ CELLS w/#5 REBAR "' " r ` 'I COMPACTED^- d i RE -BAR QUANTITIES _ •'�.' ,,,,,, , ,., ., �• FILLED w/ CONCHSEE PL^ANBFOR ,.. FILL • .+_' m cD SIZE. TOP OF COLUMN BASE - Monday, July 12, 2021 PLAN IS SEE PLAN SEE FOUNDATION 2'-0" AFF ♦ KA PROJECT NUMBER: SEE #FOUNDATION 16" FOR FrG REQUIREMENTS TTT PLAN 21-10564 NV i E: DETAIL CD21 / 5 2 MAY BE SUBSITUTED FOR THIS Sheet: Of: DETAIL - UNLESS NOTED OTHERWISE WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4'�V-0 TYPICAL FRAMING DETAILS STRUCTURAL .... SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ' , I ATTACHED PER NAILING ' SCHEDULE TB13 ON SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC , AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION , 2 X4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. STUD TO BOT PLATE: , SIMPSON SP4 LINTEL )�,' ! tp.s 1/2"X8" 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 a a NO P7b3 WF21 KNEEWALIL @ ENTRY FRONT WALL PROVIDE 2x4 ON TO .• ).. OF 2x8 TO BLOCK OUT 2 ROWS 12d @ f. ' % !, h TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) p 2x4 STUD 4g"4fjy PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 24 €- 0 `r 0 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF N (D In 12d NAILS @ 3" O.C. t 8g $ B ~ m TOP PLATE TRANSITION PAN FOR () 9 m W PLAN FOR SIZBUC 100N1 HUC410 OR 2 €5 Q ii TO BUILT-UP COLUMN `o.� PIPE OR DUCT w/ OUBLE 12d ;' 03m 4 �_. 020� w w PENETRATION THRU TOP SPLICE , a�� SUPPORT COLUMN BUILT-UP MIN. - TOP PLATE w/ MORE s - A THAN 50% OF TOP (3) 2x4's OR 4x4 W/ (2)-10d ROWS 12d I ^ NAILS @ 8" O.C. EACH PLY 9 z E ') I p ¢ F' q5 a it 30 (SHOWN AS 4x 4) •.�_'$ i �tgaa w PLATE WIDTH INSTALL @ 3" O.C. '' t 8 d $ ' ^'(' a 5 m n 8 F- SIMPSON PSPN516Z , (2) SIMPSON HETA20's W/ (12) 16d NAILS TYP.' ;' w/(12)-16d EA. TO COL, `- „ 8 uT * TOP & BOT NOTE: @ALL EXT. CONDITIONS ATTAC2x ST T. , `e Ta a cl yli ALT: (2) MSTAM36 STRAPS OTTOM SPLICE TYPICAL BLOCK ,' , CENTERED W/ (13)-10d NAILS 8 �9 0 0 H UDS WALL. �, Ea TO COL. a „ Z ? m TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD o. TIE BEAM " o W wwW.FDSENc coM ❑ 1-] ❑ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ r (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS 0 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED z NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL WF17 TOP PLATE SPLICE DETAIL 3/4"-1'-0' CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. zLID CN 2x8 SYP #2 n TOP & BOTTOM 0 g ATTACHED W/ oxA c j Nof AILS P. #2 @ 16 O.C. RIPPED AILU E m A, 1" 1h' 1 1Si BOX.HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. Q N Q IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION DAMS HOMES (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK•G. TO O.S.B. OPENING G.C. TO W W/ 2 8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(t) (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED ISO (3) 2 x 6 LAMINATIONS W/ 12) ROWS OF STAGGERED lad 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS COMMON WIRE NAILS IDE FACE) COMMON WIRE NAILS OUTSIDE11") PER SIDE INTO CMU AT EDGE VIEW (D=0.148",L=3") OR EQUAL �D-0.102',_s 3-1/2")OR EQUAL (�NEOI1T6D2".EACH R EQUAL JACK TO HEADER, NO BASE_ HEADERSUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END I EA END JEA END LESS THAN 4' 1) 2 (1) 2) >4' BUT <9' (2) (3) (2) 1 (2) 16' 3 4 3 4 HEADERANCHOR NAILED TO TOP PLATES, HEADER &JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY HEADER SIZE NO. &SIZE OF &GRADE RAFTER GULFBREEZE FLORIDA 32563 EACH ENDD � SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE NMFS' 1) ADIACENT NAILS ARE OWEN FROM 3) FOR 4-PLY, PROVIDE 1/4"CIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3RLY1 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NDS SECTION 15.3 FOR CONNECTOR REQUIRED (3) 16d INSULATION AT EXTERIOR SP4 AT SEE PLAN COMMON 2X CRIPPLES @ 16" O.C. SEE SCHEDULE PORT ST. LUCIE Job Information: THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WOOD FRAME WALL PER FBC FOR WILL AND ENERGY FORM SUBMITTED 24 O- NAILS(TYP) HGT. SP2 TYP. �" W/ AND BOTTOM TOP AND BOTTOM 2-ROWS 12dED NAILS WF37 TYPICAL COLUMNS DETAILS N.T.S. WITH PERMIT APPLICATION STAGGERED@ ` FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG .. CMU— FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" II ® ® ® I . PER • ' E I�� I .l • • • • •<�.�4/?;� II O.C.• SIDE & TOP ILI •. TOENAILS ;�I�, EACH END TYP. ©Iffill MEMIDWORAllil• :R • :• BOX HEADER END MAXEACH FT 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" U/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 Z STD S.Y.P. HEADER W/ Lo O 1/2" FLITCH PLATE w i l0 d' 10d NAILS @ HEADER. (U.N.O.) M (ro co 6" O/C TYP. > S� FILLING AND BLOCKING AS U � DOUBLE 2 X 4 REQUIRED FASTENED TO z HiVm ti'a CRIPPLE STUD HEADER W 2 /O ROWS d 'C L'I^-I �I CO TYPICAL (U.N.O.) _ OF 12d @ 16" O/C UNLESS —� 0 1 1.0 LL. O M NOTED OTHERWISE V) y Z Model Name / Number: 2 x 4 STUDS TYP. 1820 SIMPSON HTT4 W/ (16) CMU 16d NAILS & A 5/8" EXPANSION ANCHOR Plan Issue Date: Monday, July 12, 2021 W/ 6" EMBEDMENT U.N.O. p� OR 81/2" AT GARAGE . KA PROJECT NUMBER: `Nl1yG STEP DOWN L * * HOLD DOWN CNNECTIONS NOT REQUIR DO@ BEARING P.T. BOT. PLATE 21'10564 NOTE: FOR OVERHANGS LESS THAN 5/�! • NO REPAIR REQ•D. WALL5 WITHWT UPLI WINDOW OR DOOR OPN'G Sheet: 3 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.Ts. WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WFO9 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 - —MINIMUM 2"z4" CROSS BRACING + ' (SEE PLAN FOR , �` LOCATION) -- BLOCKING , , i (3) 12d , PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2z4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"z4" MIN. FOR NAILING SYP W/ (3) 12d @ EACH TRUSS WEB v ST`"4 sAP� ` 2'CF TB01 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T•s t. I PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. " ^° • J BETWEEN TRUSSES W/ (2) 12D !vo £�%� NAILS EACH END TO TRUSS TOP ° CHORD CN, 4�4 TYP OIA OF TRUSS ALTERNATE TO BLOCKING q PRE-ENGINEERED VERLAP TRUSS BRACING . • `�� WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP e1g✓S r r L �, TRUCTURAL PACE aii 0 .i;l" TCG.T. SHEATHING p ADD 2X4 ALONGSRIPPED 2X4 SYP #2 1E.,V 2 TOP CHORD WHENAIL TO TOP CHORD TO PREVENT SHE - - - OF HIPPED TRUSS W/SPAN FROM EXCESE HIP 12d NAILS @ 6" O.C.MAX 24" SPAN (EG.TSIDE OR BOTH (2) 120 NAILS ROOF AT 12" O.C. MAX MINIMUM (3) 12d PER JOINT MINIMUM 2"X4" SPF OR SHEATHING SYP TRUSS BRACING' W ti m 1- *SPACED A7 10'-0" MAX F = o W oD 8 SEE N Rw 00 6 twl w 2X4 BLOCKINGB BETWEEN TRUSSES HIP TRUSS IAa'mcaW'T0,_z k _ Q . w U4 vi N SECT, A��L-A g TB03 HIP RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.r.s. ww.� g"m� mAm o Ln V U WO V J ZIPWWW.Fl)SENG.COM 1-1 El 11 z � z z N - TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE RDOF SHEATHING IS APPLIED, AND ~ 2! r BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES THIS CONSTRUCTION LOAD SHOULD BE LIMITED m TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS NO EXCESS CONCENTRATfON OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT H w g EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFED BY THE TRUSS MANUFACTURER ALL SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. To (DVIQ uOrt LATERAL BRACING SPECIFIED BY TRUSS MANUF. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 342d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT w ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. c M ~ CN SEE TYP. TRUSS BLOCKING DETAILS SHEATHING _ o 3TO4TRUSS AAS SHOWN TO�y OD TRUSS SPACES DIRECNAT Q N o RUS DAMS HOMES VERTICAL SCAB 2X6 #2 SPa D.C. SEE 12} NAILS W/ (4)12d TOP & BOTTOM TRUSS SECTIONTO EA TRU55REQUIRED@ FLORIDA CONTRACTORS LICENSE N0. CRC1330148 OR HCLR/LL IN PLACE OF ( RAFTERS GREB-e 3000 GULFBREEZE PARKWAY SEE sTRucTURAL NOTES AND NAILJNG GULFBREEZE, FLORIDA 32563 SEE PLAN WBLE TOP DOUBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS E-ENG.TRUSS SECTION B-B -- VARIES w ROOF DIVISION LOCATION: SLOPE PORT ST. LUCIE 2x STUD WALL SEE PLAN ,.. Job Information: CONY. FRAMED RIDGE \ \ / / / MAYBE NAILED L MIN. VERTICAL SCAB (4) 42 (4) 12d WHEN R LANDS SPF 48" O.G. W/ (a) 12d 12 \ 2X4 SPF BLOCKING \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2XB BLKING. NAILED ® EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. `} SIDE w/ (3) 12d NAJLS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MT512'S REEQQUU I8E00 @ RAFTERS GREATER \ \ / / B \ 2x4 SPF BRACE / \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY 3rd RAFTER \ \ ALTERNATE DIRECTION O SHEATHIN \ \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) \ .. ` i ' TRUSSES W/ 12) 12d NAILS @ EACH END, CONT. EACH BAY TB / / TRUSSES o y � B 2x4 SPF w/ (2) #7x3.1/2" / / SEE PLAN uj +� d ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. / / m M M BLOCKING PREENG. TRUSS \ / / N 3 a) CONT. ROOF SHEATHING AT TRUSS TOP SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / a N d Ne STRUCTURAL 1 SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ 0 J w M p a (USP M134) @ \ \ / / Ln L2 J m (n (/) 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD - 2x8 #2 SYP RIDGE BEAM 2'-W ON CENTER \ \ / / 2X4 SPF BLOCKING Model Name / Number: TRUSSES W/ (2)-12d NAILS @ AT 8'0' EACH END MAX TRUSS , 2XB RAFTERS @ 2'-0"O.C. \ /\ V / BETWEEN TRUSSES MAX. w/ (3) 12d COMMON 1f Y @ 24" O.C. MAX.W/ \ /• \ WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN (3)12d EA. END (TYP.) / \ A ^20 18 (SEE PLANS FOR TYPE) a FT @ 2'-0" D.C. MAX w / 13) 1DD CONC. MASONRY SEE PLAN . Plan Issue Date: COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT 1/2^sPACE Monday, July 12, 2021 TYP. WOOD TRUSS BLOCKI?,G A -A ALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE Tj KAPROJECTNUMBER: INFORMATION SHEATHING . .. .,..,. 21-10564 Sheet: /� Of: @ 16" 0 C. �- ROOF FRAMING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s• TB15 EXTERIOR NON -BEARING WALL DETAIL N'T's• AND BRACING DETAILS 1.9 Ii M f \\ THERMA-TRU INSTALLATION \\\\\\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. PredrNing Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. RN SPA EVE (l 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE F„ 6„ 3" n ,, 3" 3n 3" 3" 3" ' III — — Ili ( r 1 E 3" 3^ 3" 3" 6„ 6' 6r, 6n DOUBLE DOOR W/ SIDELITES 'A 'E a " 6' WACE WENLY a^ 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE ;1'-0" IN FRONT OF MECH. OR APP. WHEN (REQUIRED 4" DIA, CONCRETE FILLED PVC. PIPE. 0 cY) TOP OF SLAB ;PACE .VENLY �\�ii\�Illl�r�l!�■ NAIL SHINGLES Wi 11 OR 12 GAUGE ROOFING NAILS, 3/8' MIN HEADS. 6 PER SHINGLE. Pod, Off` / vd� "all LbJlaa ""se roclsa 6M 4B`c'O 3cd 1NCGoulge ' Co a y� 7' swum SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXPURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE 6° X 6" H GALV. VERTICAL RISE Of FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PIASTER ST SEALANT RDOF SHINGLE$ 81 X 6" H GALV. T FLASHING CON'T. \ FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FLASHIVG 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 INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN, 4" FROM END AND MIN. 161, C.C. 1/8" SHIM SPACE EXT. FINISH o DRIP EDGE — WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X 1NG1OD F BY 01 BY 0 01) Z I -II -II °I iO.A.. WIMOW. I' Irt - e iIt I HEIGHT° a °I O z I d-16" MIN. DIAMETER CONCRETE FOOTING © PROTEC710N BARRIER DETAIL 11120 MIN. EAI{Bln`OMENT "--0 WOOD SCREW INTERIOR b Il TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S k 1/4"MAX, SHIM SPACE a DRP EDGE DRIP ELIGE AT Podra. oVpa Wall Framing; #25pruce/Pine/Fir 4" 0, Better Silicone q1 1 1" .. Soew Screw Minimum Penetrallon 43/8' Glazing toad 1- ` Cross 5echon View Mnimwd M.- } fir Silicone Ededor ShealNrg variation In codes and building types, It Is left up to the end user to determine the properinstallation ofmom items LEAVE THE BUSSLE WRAP ONI Before maelling your window, the bubble wrap may be Pooled back for Inspection, but Please re-sikk the wrap to Protect the block,: from scabies and other damage until constructive is complete. Sisal Measure to besue fro 001MIng is 318" to 1/2° Imger Man the window ote both veremly and hahonlalry. ^ You may wish W pre�dral thelrl'UIMM Was in the fin at this time. Dbotgardble haprfi demaer An as arenut Step 2 Apply a generous bead of silkpieto the backside of tre marital fin. Use enough sAbone to sufficiently fill all voids between dre fin NO the wall sheatleng. Step 3 Insert the window Imo t* opening been the outside. The window Is hbeod "(hide" andoutside, but V fiver Was have been removed, the pbasomig bead should always be to the Inside ofthe buffing. Step 4 Install 9,am under the sill, adjusting them un d the unit Is plumb In the opening, Shims should be irsialed under the all evey 2 feet The window should be bass battered in to opening with no more ton 1/4" gap between the window and wall framing. Shp 5 Instal a e10 X l4j2'sbreW 4" from the boner of the fin at aril end of the head, sin and both iambs. Step 6. Instal the remaining(aidemn In 6'Increments from tie cdrrei sElews to the center of each frame member. Use care note over ztloni quo Me wall and be I Step 9 Smi these windows are typically used In moms with WiM maiskae; L, balM1rooms, it Is remmmented Viet the interior gap between Me window and wall framing also be sealed with shore and ladled w as but to hterlele wind He installation of wallboard Neor trim, Step 10 Once all Construction Is canPote, remove the bubble wrap from the dede and outsde of the window. If necessary, coon Ore blocks wind a mid debargentand warm water uvng a sob cleM. Failure to follow these procedures will void any and all warranties, GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE, 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment A roval # Pressures Method pp Roofing: DADE 1st Choice COUNTYAPP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL3o31o.1 NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, COUNTY APP. Products. Inn.. "nZC0.,e vent^ 9 ^ GRnAA Pnnr Akin A'� n n rvDlnAl rd.a V FL21580.1 R-2 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO N0. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 Overhead Garage Doors: 1st Choice +30.0/30.0 CLOPAY 53W5 16 x 7 2"XG" P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "1" BOLTS FL16546.8 2nd Choice +30.0/-32.0 CLOPAY 53w5 FL15279.84 8 x 7 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.12 +67.0/-67.0 THERMA TRUCORP. SOLID FL20461.1 FIBERGLASS DOORFIBER LASS DR BE ATTACH€D WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTb ALL ONE n OICe PLAST PROLITE SERIES INTERSKTIONS THEREAFTER.M(TYPICAL ALL 4 51DES)ND MIN. 16 O.C. FL15215.2 Sideli hts THERMATRU FL20461.2 g PLAT PRO FL15215.2 Sliding Doors: ZSt CholCe MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 'I..relnf r n MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL15332.12 Windows: 1st Choice +40/-50 MI WINDOWS $540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 singe Hu (fin) ANCHOR WITH MIN. 1t4- EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF +401 MI WINDOWS 3500 SERIES Sin le Hung (flan e) SUFFICIENT LTH TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF FL 17594.2 3540 SERIES +50.0/-50.0 MI WINDOWS Single Hung SUFFIENT ACHIEVE hh" INCH MINIMUM EMBEDMENT R17676.2 ifln) N WOOD SUBSTRATE. MI WINDOWS $500 SERIES Single Hung (flnless) frame FL17894.4 Mullions: 1st Choice M-1926 MI Vertical IFORATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 WINDOWS Mullion 3 16" APCDN ANCHOR H SUFFICIENT LENGTH TO ACHIEVE A 1n/ M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 M io EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 Rfi WITH MIN. 1?A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice Hb6.0/•71.6 KAYCAN LTD Standard vinyl Staple 10" on center In direction FL16503.4 R5 of length Plygem / Variform I Plygem Double 5I Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard I standard Anyl I staples solid 144 vented -145 FL12194.2 Hurricane Panels: Dade County ADD. ALL A ERICAN 24" Ga. 24 GA. STA12M PANELS 1st Choice SHUTTER & G ASS Storm Panel$ FL16293 R3 I have reviewed the above components of cladding and hatfe approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: # 56126 _FI. Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: Aaat eel,. a 4: !R hlu 87' 4''6',—'iJ i�'c rid-"ii f0 a ml91 10 F M OD o e `�5"b6§ Utz w gom�� ova a F •� i i`t` i Q m Gi s 9m � Z On 0 xa m�S< o Y _'adi o3o dlg�°' m O� J J F �V ;°_ Z o Is w ,I-Dsrkacaa ❑ ❑ ❑ E 2 z o Z8 z Q a rn N z t' V) f9 to � U w 9 lJ _ � m Wis.ouri c 1j CM C(j t- Uou 15 OD Utic c onvs /y�Iaa Q DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 1� 0 I— Z WE' cc m ,-I CL 3 v e z1—iUma. Q J LLJ m Jm0(n o E Model Name / Number: 1820 Plan Issue Date: Monday, July 12, 2021 KA PROJECT NUMBER: 21-10564 Sheet: Of S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING /-WEATHER RESISTIVE BARRIER 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 SELF -ADHERED FLASHING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6", USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF-ADHERED FLASHING SUBFLOOR WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. HEAD FLASHING TIE-IN INSTRure weather / 1. Cut, fold up & temporarily secure wsatller AIM JOIST resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING resistive barrier PAPER 3. Fold weather resistive barrier back over head bashing and Oseal with tape Scale: NITS SELF -ADHERED FLASHING �/�/ SELF -ANGER WINDOWING SELF -ADHERED FLASHING Ll W CEMT FINISH SILL- SELF -ADHERED CHIMNEY SHOULDER y y P®� FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WPM EXTERIOR DOOR WITH DECK- SECTIONA V Y P02 EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT 3/4"-1 "BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL till. SCORED COMPATIBILITY , RELEASE PAPER (BEFORSELF-ADHERED SELF -ADHERED FLASHING, ` �� r RELEASE FOLDING, SCORE EXTEND A MINIMUM 6" aE�E 14E PAPER SHOWN)TO EXPOSE FLASHING VERTICALLY FROM ADHESNEAS SHOWN) BOTTOM OF THRESHOLD x MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH r SELF -ADHERED FLASHING (SEE DETAIL WP02) DO NOT FLASH OVER 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 SELF -ADHERED FLASHING SELF -ADHERED FLASHING t 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O W P07 ERIOR IT. FIN. DING PAPER PE 1: 12.0 in cm : 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING JDOW UNIT SELF-ADHERI O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER i SELF -ADHERED FLASHING PATCH >HERED FLASHING 2 5 4 6 SELF -ADHERED FLASHING INSIDE CORNER 1 �< 2 4 N 5 1j W P O 8 AACCORDANCE W NG TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN TH TIHE MANUFACTURER'S RECOMMENDATIONS, BEFORE rWP09 INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 Chi: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER FLASHING REQUIREMENTS R703.1 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 R7o3,4, R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providiag a water-resistant barrier behind the exterior cladding as SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. PRODUCTS DETAILS asphalt felt, tree 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 for Tye Water -resistive barrier. One layer is No.ire barrier 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 BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive PER FBC-R CURRENT EDITION 703.7.3 ( ) barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a In Section R703.1. manner to meat the requirements of the exterior wall envelope as described 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-rosistive 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 Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ®in each detail that corresponds to the to the water -resistive banter is directed between the layers. numbered Items In the list of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage space. 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, membranes and mechanically attached flexible flashing shall be applied shinglafashion or in accordance with the manufacturer's instructions. Metal (lashing shall be Raskin Flashing. Approved metal flashing, vinyl Plashing, with the embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be appled in accordance with the manufacturer's scoring Cuts instructions. All Dashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Selfw,dhored membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 900 or ASTM C920 Class 25 Grade INS or greater for proper joint expansion and contraction, ASTMC1281, Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in 6. Fold as Shown b arrows y 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: 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to Corner fasten necessary 1 Exterior window and door openings. Flashing exterior window and door openings shall extend to the of the 8. Mechanically as ge.surface r Me exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically gwith attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed In the fenestration manufacturer's Instructions, In accordance with the ilashing 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 the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection 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. 1.41n accordance with FMA/AAMA 1.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WOMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. G. At wall and roof intersections. 7. At built -In gutters. Cement Plaster `\\ in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" G.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2' Unperforated -' nge 7/8" Weep Screed 1 /2" Cementitlous Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish Block 2 1/2" Perforated o. Flanged/2" Weep '. Screed Install bottom Stab edge of weep screed 1" below finish floor OPTIONAL DETAIL 2 2 3 3 Note: _ The built ling paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING lwplo SELF-ADHERED FLASHING 1WP1 SELF -ADHERED FLASHING JWP12 CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL the wee j screed. SCALE: NOT TO SCALE vvttyetallfrr a 1� •' P eto 364 •"sr. ?., T,E TOF r'' rt;rttasA°`'� ZH1 c o O N a) 9 M� W W i F ax st at poqp CS J �Xm �� II vN a'� t0"ntig w a wwh6 °' °�-6mWO aa E"'v, �.Ag ar'.7 tYl� It 3mat,$?4� 3 ¢ O � �m '" r HIM n DO a: ma Z oc fn O �aFa ,°- - WWW,FDSENG.COM ❑ ❑ ❑ _G z M z g $ N J N - r0 Z � m "J '.. v � LL 0 o aw g �m U N E 0 I' ; e 1 'M = 5 c In Q N O 1N Q W ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC133014f 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VT Job Information: N� O I� Z r Y to W OCh � M m M a ro y z F- Um ® J W m o J000U) LO Model Name / Number: 1820 Plan Issue Date: Monday, July 12, 2021 KA PROJECT NUMBER: 21-10564 Sheet: W P Of: WATER PROOF DETAILS NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 License # CIViC124 777 PLP)FJP P -/V[TJ SCALE: 1 /4" —i'-0" ALL ELEVA I TNS 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL f1UU' CAL_SUL-A I 1 0 N S 1st FLOOR 1820 S.F. IUI. L u¢11N� �1 l[SLU SF. GARAGE 396 S.F. COVERED ENTRY (BASE) 56 S.F, COVFRFD PATIO/LANAI 13/ S.F. TOTAL AREA UNDER ROOF 2<09 S F. Rating I II 7014 W POR O� � N � C S (6 w U w O y- 1-- 0 Cn = r� ry w w Q < � ®= O n N Q 0 CV ® Cr ® Z ® w J Q m ( J O D Q x m 0— J W 0 Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.