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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES. 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C925 AND ASTM MOBS, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR 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 R702A(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. ALLY APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES MECHANIC ATTACHED NES AND 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 CO MPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND 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. - -� DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STREIGTH 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, Af�D A MAXIMUM WATER/CEMENT RATIO OF 0.63. BAR IL TOP 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF A L 0 S OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND COI AERS 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/ A 064M. 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 NEWDOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING HALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPO RY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING RE NFORCING, SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHES�VE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECOR 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 THESEIAREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE MASONRY WALL CONST* 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, C RADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm =2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.1 1A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A 14AXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" T011". 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 HELE IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR SOFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL. WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 Off LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLA 5TIC 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 ST P IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDES ABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHAL BE ABOVE AND BELOW ALL WALL OPENINGS. 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3 DAYS AND NO CONCENTRATED LOADS FOR 17) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER COD E. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR VV ALLS'AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE 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 FRA MING MEMBERS SHALL BE S.P.F.#2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DAY 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, AC", 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 MAILING 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: ROOF DECK: PLYWOOD GC/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. 3 WALL SHEATHING: 7/18" STRUCTURAL I OSB EXPOSURE 1 OR 15/ 2" RATED OSB 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 BAR RIER UNLESS S ECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION 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. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WAS 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 53043) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30.16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" ** * TL MAX 1/2" GENERAL ROOF LOADING TOP CHORD ILL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL*. _ 0 0 0 0 BOTTOM CHORD DL 10 10 SO 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT. 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL 0 HAND RAILS(d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) 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 I. 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 I +/-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 :s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O 10 (+) 27.6 (+) 27.6 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 0 O 50 (+) 24.8 (+) 24.8 (-) 27.E (-) 31.1 ®�. (+) 23.4 (+) 23.4 100 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 1 (+) 23.3 (-) 27.5 A 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET. ULTIMATE WIND PRESSURES. 2. "a^ - END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR A=fCOTUAI PRESSUMES INDEX OF DRAWINGS a0 i SHT NO: TITLE 1 COVER SHEET I 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC `0``tit re itt)re.. TOR :'G A •.� J : v o L OF 11111i iYtt°t R 4 FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. It is the Intent of o e Designer/Erlglneer listed In the tltleblock f these documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS PLAN. FOR EMBEDMENT DEPTH AT FLOOR STEPS. OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 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 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY , DEEP AT THE LOCATION OF REBAR AND INSTALL A 32" LONG #5 BAR INTO (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 4. D0 NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED A51 NDICATED 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE revem error. The or required to Builder and all subcontractors are e p o 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 TO 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omisslons,or misinterpretations PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)1A"x 2'A" ITTENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found In these plans should be directed to our Quality MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ 14) 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TfIENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER Assurance Manager immediately. No backcharges will be considered for reimbursement the De signersEngineer advanced jj 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. r sneer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MO�tE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. 1F 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. HO ,U 1199118EEZE PIj CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Drthwest Florida® FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE .Job Information: ct REVIEWED FOF 4 CODE COMPLIANOL. ST, LUCIE COUNTY Ln SOCIC 1 - p_jw= 02 o M U) U) Model Name / Number: FILE COPv 2508 ♦ I Plan Issue Date: I oKMA PROJECT NUMBER: EL�)EL 2.5�08 2CF10 , COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BoTmm SPECIES CAP.iPiO BW1 1S• (2)led TOENAILS (2)i6d TOENAILS SPF NO UPLIFT BW2 SP2 W/ (e)40d SP1 W/ (6)IOd SPF 402 18" STUD, (6)100 PLATE STUD, (4)1Ad PLATE BW3 18" (2) SP2 W/ (6) IGd (2) SP1 W/ 18)10d SPF 803 STUD, 16d PLATE STUD, 4 10d PLATE BW4 16" (2) led TOENAILS 12)16d TOENAILS SYP NO UPLIFT EIW5 SP2 W/ M6 Lod SP1 W/ (6)40d 18" STUD, 8 10d PLATE STUD 4 idol PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SPi W/ (8)-106 SYP 878 14" STUD. 161 10d PLATE STUD 4 10d PLATE NO BW7 12- (2) led TOENAILS (2)16d TOENAILS SPF UPLIFT SP2 W/ (6)10d SP1 W/ (8)10d BW8 12' STUD, (6) 30d PLATE STUD, 4 10d PLATE SPF 535 (2) SP2 W/ (6) SOd SP1 W/ BW9 12' STUD, (6)10d PLATE STUD, (4) iOd PLATE EF 1070 BW10 12" (2)ISO TOENAILS (2)led TOENAILS SYP 0 SP2 W/ (SYiOd SPi W/ (8}1od BW11 12° STUD, 6 10d PLATE STUD, 14) 10d PLATE I SYP 585 (2) SP2 W/ (6)10d SP1 W/ (6}1011 BW12 12" STUD, (6) 10d PLATE STUD, (41.101 PLATE I SYP 1170 BW13 NOT USED --DOUBLE 2x TOP PLATE TOP OF WA / SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER-4PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MS03/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 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" 1 SCHEDULEABOVE F.F. ' SEE FOUNDATION -," .-•-',. PLAN FOR MORE 2x P.T. W/ 1/2' A.B @ 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. - 7/18" OSB PLYW'D W/ SAME EMBEDMENT BRG. WALL DETAIL NAILS AND E 4"Oc INFIELD AND EDGE. SEE GENERAL NOTE GENERAL NOTES SIZE, ASSUME T 1. SEE FLOOR PLAN FOR WALL SSU 2X4 STUDS USED LINO. 2. ALLSTRUCTURALLUMBER TOEE SYPAC OR SPF LINO PLAN. T 3. CONNECTIONS TOBEINSTALLED STUDIT INDICATED 4. 8P0. SPB AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND CAN SP2 INDICATED IN SCHEDULE ABOVE S. IF'BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED.. SEE 8 S3.1 OR INDICATED DETNCONNECTIONS FOR 2nd FLOOR TO L FOR PROPER FIRST FLOOR CONNECTIONS (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF'SW' INDICATED THE WALL IS OERED A AND REQUIRES MIN. EDGE TO 1 'SIDE OF WALL AT 4" REMAND EDGE 7/10" S PLYWOOD NAILS AT 4'O.C.IN FIELD AND L ) EXTERIOR S / SCHEDULE 7. ALL 2x EXTERIOR WALLS W/ SHEATHING ATTACHED PER NAILINGANDGRADE LANEXTERIOR .ACT SEE PLAIN AND WALLS SECTIONS FOR SAID SPACING AND GRADE E BEARINGSHIARWALUS.WALL BW7, THESE WALLS ARE ONLY e. [FINE BEARING WALL ISRINDICATED WITH THE SBW1OTUDS THE FLOOR LOAD AND DO HOT HAVE UPLIFT, THE STUITS ARE TOE NAILED TO THE HAVE UPLIFT. PLATE AN T PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REOUIRETHE ANCHOR BOLT ATTACHMEM IN INDICATED IN THE BEARING WALL SCHEDULE. 9- SPS/SP24DRIVE ONE RAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. IOd= 0.148" DIA. x 3' LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE). CONN. & FASTENER UPLIPT(Lb) Ci (3)2x4#2 SPF (4)-16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF D172Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS (3) 2 x 4 SYP #1 -OR -. (4) - Ad TOENAILS 0 C4 a 4 2x4 SPF 1 DT72Z W/1/2" WEDGE ANCHOR & 1 4"X1 2" 8) / 1/ 2345 9D3SCREWS C5 H 4 x 4 P.T.I42 ABU44 W/5/8"ATR** G-am SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 AEU66 W/ 5/8" ATR** G -120M SYP POST &(12)-led NAILS U-2300 8 X 8 P.T. #2 ABUBS W/ (2)- 5/8" ATR*= G = 24335 C7 SYP POST &(18)-led NAILS U=2320 3.5 x 3.5 P.L. 1.8E Po=2400 PSI HDU&SDS2.5 W/ (IA) 1/4" x 21/2" BOB WE & 5/8" EPDXY. 5645 RVOLMANIZED IF EXT.) ANCHOR, OR ATR** 3-5 x 5.25 P.L. HDU58D82.5 W/ (14)1/4' x C8 1.8E Fb=2400 Psi 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EAT. ANCHOR, OR ATR** C10 3.5 x 7 RL 1.8E Fb-24DO PSI HDU&SDS2.5 W/ (20)1/4' x 21/2" SOS WS & 7/8- EPDXY 89TO (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 1 5.25 x 5.25 P.L. l.SE Ft✓2400 PSI HDU&SDS2.5 W/ (20)1/4"x 21/2" SDS WS & 7/8" EPDXY 7870 (WOLAfANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HOU S5D52.5 W/ l20)1/4" x C12 gifl 3.8E FO.2400 PSI 21/2" SDS WS & 7/8" EPDXY 7870 LMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF87/S3 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR fill EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR 7/8' ATR 5, IF LC] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. BE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL OIA-LENGTH NAIL SPACING ad 0.131- X 2'A- OA31' X 2'A" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS Sod OR 12d 0.148" X 3" 0.131' X 3' SEE PLAN BLOCKING & TOE OA4W X 3 ;1" 0.131" X 3 44' NAILS & TOP PLATE 12d 0.448" X 3'4" 0.131' X 3 34' 8' OX-(COMMON) STUD WALL 8" O.C. GUN NAIL CORNERS 10d 0.148" X3" 0.131' X 3 S" O.C.(OOMMON) STUD PACK 6" O:C. GUN NAIL COLUMNS led 0.162" X 3Ih- 0,131' X 3 -A" (2) 18DK OMMON) SEE PLAN 1 (3)16D (GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 3M OSB FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS Is 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. (IN ROOF PLAN. (2) 2 x 10 #2 SYP W/ 7/0" CONNECTION: PROVIDE (2) 030 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS 4912" OR (2) SIMPSON HETAIG TO CMU A O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR 12) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS & 12" OR (2) SIMPSON HErA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2), 1 3/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x 31/2' SDS WOOD OR (2) SIMPSON HETA16 CMU OR l2) SCREWS @ 18" O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE. ' (2)-13/4" x 117/8" LVL 2.0E 51 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHERTHER UUSING (2) ROWS SIMPSON LSTA24 OR (2) WOOD 1/4' X 31/2"DD.C. SIMPSON HTS20. TO WOOD POST SCREWS ®16" .0TYP. OR (2) SIMPSON RETA1670 CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 1 3/4' x 16' LVL 2.40E Fb=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 IS 16" O.C. TYP. OR (2) SIMPSON HErAle TO CMU EACH SIDE - COL. U.N.O.ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF REAMS REQUIRED (MIN. 4' BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS HtO(2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2^ FLITCH PLATE THIS SHEET H2 (2)-2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) -2Xt0 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 11T FLITCH PLATE THIS SHEET 4 (2)-2X12#2 SYP SEE GENERAL HEADERNOTE#5 W/ 1/2" FLITCH PLATE THIS SHEET. (3)-13/4"X 111/4 ATTACH TOGETHER W/(2) ROWS 1/4' X 31/2 H6 LVL 2.OE FIP:2600 PSI SDS WD SCREWS 0 IV O.C. TYP. EACH SIDE (2) - 1314- X 9 1/4 ATTACH TOGETHER WI(3)ROWS 1/4-X 31/Z H8 LVL2.OEFb=26DOPSl SDS AID SCREWS @Is- O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS STUDS F EO. AT OPENINGS OPENING 2x4 WALL 2X6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4',0 9'4' (2) (3) (2) (2) 10 -O" -16'-0' 1 (3) (4). (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN S. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/83 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6.. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. cl MS03 S1 N N C 58'3^ 14'-0" 23'-8" 21'-0" 10'-4" 9'A" 12'-4" ..1'-4" .. i0'-0" 13'-4" 7'-S" O nnI �c cu 25 SH - `T - _ 16" RECAST.ABOVE_ - - - - - - _ - - - - - 16" PRECAST ABOVE- - - - - - 'aP (EGRESS MS03 00z o 3'-0" 5'-fill o FIBERGLASSIn co1688 o S1 H1 1 MS03SHOWER MS03 Si UNIT aD 8 00 0 H1 O:i :9'-4" 5'-2" 2'-0" 2'-9" 4'-5". N BE ROOM 4 OWNER'S BEDIR OM 2650 BATH 3O 8'-0" CLG I -,, ....... ,.� 8'-0" CLG '8'-0" CLG BW1 © O N TEMP. ^ ry H2 O N (2) 3050 SH a O o 2868 o r 3'-8„ ` 1'-6. 7,4" OD BW3 H4 H4 BREAKFAST a 0 10'-0" CLGF\yll', L 2868 x - 2668 2-2068 G.T. °D[36"AR FLAT FLAT BZDNE $AR i 8' CLG cc _ - R/SH WALL 0) , R/SH- q' 14'-0".L. 19'A" 3'-0" 3'-11" 3'-7" 2'.4" to ' 4'-0" IN ." - - - - - - - 001 I x (V cw I I 2668 2-2068 2 - R/SH R/SH I 5'-6" S 3 B' WAG" I W W.I.C. I= ; gam? 1z'.B" ' I rB^ I W.I.C. u_+ y I co 00 (� = I N N FAMILY ROOM 1 I I KITCHEN 4°Z Q r r O q I� 10' 0" CLG �.. , G 10'-0" ' CLG �"H >n 8'-0" CLG I Q L y_I - V J _ - - - - R/SH R/SH PIP ® TN (0 UO 2 �" 11 0 0 LINE r th I w 4/0 OP', lit ---- �.�� L 2 GI 11 8 U 0 S BATH W c5 S'-0" CLG o 2' 4" 1' 8 °Q T L•--FLIT ' co rn o� .N 10" M DROP-� �. LINE 1, 81-0CLG N Y SOFFIT - - - - - - - - - CLG 1 2868 R A <.. .,_ .:<. 246 , ... o w ------------ - 0..[----- 8'-8' 3'-10" 3,;8. o 5._q„ 11,_4" 10„ ''� ' ,/o ` N A/C Fill :• E b R M -0' CLG R 3 X 4 a DE 0 in iy 0 M F.G. a COL BATH SHWR FtRG LINE S'-O" CLG i DINING ROOM O BW3 CS C2 FOYER 10*xi2" 10'-0" CI G 8'-0" CLG O� lit @10'-0" ; ; 10'-0' CLG SOFFIT--r - 4'-10" 5'-4" 3'•8" W; _j �' ; i 3" X 10" CORNER PROJECTIONS I xH - r- _ 1 n I II ;I II O' I I I /SHOWER E LIVING ROOM p = W' �+' @ ALL LOC'S OWN L '� i (h /;SH INVERTED HIP TO 10, ji WF39 Io i �I u; II - - - - --122668 - - -0P' - - GL - - - - ��i i H4 i S- WF01 MS03 - IJ R/SH >I Wg2i b / z �' 3068 ' WF02 S3 S-3 ©. VERIFYWIND W TYPE C2 BW2 O BW2. O EGRESS WITH ELEVA ION MS03 2) -12" SIDE (TES :-{ 81-0" 5.-0„ Si\11 SOM ABV. ' DEL.26 SH EA SIDE OF ENTRY MET. T'HLD O 2 ; _ _ _ _ _ _ _ _ _ _ _ _ _ _ MS03 TRANS. ABV Q ; 7,-0" 5•-0" ATTIC ACCESS S1 / WF21 SEE ELEV. u1 „ I LOCATEIN FIELD ' ✓ O S3 R 10'0" T.O.M. 22" X 36" MIN ; .ENTRY 10'CLG i D 0 -- ---- - DBL 25 SH F-: 0 --------------- ------------------- GS2i CO 2 CAR GARAGE rnz 8'-0" CLG I)(1 N 12'-4" 101-8" lit __________________________________._____________ I I I I ' I I S12 I � I I 16 X 7 OVERHEAD L. i4'-4" 6'-8" 13'-0" 4'-4" 18'-0" 4'-4" 34'-0" 24'-8^ -. 58'3• FLOOR PLAN SCALE: 1/4' = V-O" ELEVATIONS "A" & "BIT VIS01 S-2 to O CHOSE BIBB a r N 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A� +27.6 / -29.9 B +27.6 / -37.0 © +26.5 / -28.8 +26.5 / -34.4 +24.8 / -27.1 O +24.8 / 31.1 ® +24.3 / -27.5. +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE' PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALi. ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES R302.6.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit is installed 5'-0" on each side of the venting. R302.B The garage shell be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12,7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch. (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum or equivalent. uivalent. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located le a ffloor an ss than 24 inches above the finished fl d greater than 72Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following (3 listed methods). R308.4.2 All windows within 2'-0" of doors and In shower r will t tempered lass. owe o tub areas be safety t pe g Ceiling for exterior entries and covered parches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8 COX. 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to Unconditioned spaces (e.g., attics and crawl spaces) Shell 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 Callings for exterior entries and covered porches to be 7/16" n fr f / 6 OSB on underside de o 0o trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 70 screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications REVIEWED FOR COMPLIANCE LUCIE COUNTY BOCC ALE COP" AREA CALCULATIONS list FLOOR 2516 S.F. TOTAL LIVING (AC) 2516 S.F. GARAGE 555 S.F. COVERED ENTRY (BASE) 63 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 3334 S.F. 0vma+ ti0 ToRE?c i C, g6A i O ,,,�EJf /I Ii11L'ta bA`� 111LQ cggp W t �g aE F yy 00�m ;t �ge@ C'L ss&R D N z w ti 5 Q "TALL Lq W Y 5 3° - � o O Y u °�nS tlal 2m� & o rl as-1l" WINI>o m Ile a 8 N MoMc� g� www.FosDVG.c❑ ❑ ❑ o LO L z8 ,10 Z e a Y N a "I - O T ILA Z m of W II W� O c tin Ln m / F- i� V �( -i3E ill: '. = t o $ a C�dm Ism: DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: noo lH z W ram+ M i =D J IN E W xq 0 J W= R o JmCnin 00 a P Model Name / Number: 2508 / Plan Issue Date: Thursday, February 18, 2021 FE KA PROJECT NUMBER: 21-1858 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8" REINF. OPTIONAL CURB FOR ` F.F. VARIES GRADE SEE PLAN MASONRY # ELEV. O'-D" „- •— ' -- ' - — W/ (1) - #5 BAR CONT. , CN o gr 2 STORY: 20" X 20" 's REINF. cw i' W 3 -#5 CONT.16" (2) #5 SEE PLAN "t.' ,'; •„� REBAR 16 (2) # 5 REBAR BEARING " FM01 SINGLE STORY FTG 1/2 =1'-O" FM02 I SECTION @ GARAGE 1/2"=l'-O" REINF. SEE PLAN F.F. 8" (1)#5REBAR FM03 THICKENED EDGE 1/2" 1'-0" =1'-0" ° °�40"To�q!.,, (") SLOPE MAY VARY 24" MAXIMUM DEPTH. �� Q N S E s s'•" IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR ` . v TB'A MORE INFORMATION) .Y e•I PROVIDE R" WIDE FRONT WALL u-' C RECESS AT GARAGE OF GARAGE a F tt,'._ C DOOR. EXTEND 6" BEYOND x x,, l� 0 DO F.O.M. EACH END, TYP. GAR. FIN. R.R. •�'•,• S� P` Q .•i 4, s�F ` • ss dam. L .. • •' ids°. TC I ALIGN DRIVE W/ BOTTOM OF b (2) #5 REBAR RECESS & PITCH DRIVE cN ' 2 STORY: 20" X 20" T 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 GDNT. 2 STORY: 20" X 20' to JOINTS 10" O.C. TYP. 18" (2) #5 REBAR W 9 - #5 CONT. FM09 I SECTION @ GAR. DOOR ur =1'-G" FM10 INTERIOR BRG WALL 1/2' = v c 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 • #5 CONT. FOR MORE INFORMATION) Lo m e 13 a" E 2=� r 4" 16 4" 2#5REBARg"n8 W�aw ¢ o �8 2- at d a d FM17. STEP DOWN BRG. 1/2' 1'-0* =1'-0" _ �8z§ z N SEE PLAN S VNW.MSENG.001# ❑ ❑ ❑ .. LmL OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" s :�.I:�. zs SEE PLAN ELEV. 0'-0" WITH CURB N " TYP. SEC. $" 1\/ z o o (1) #5 BAR CONT. �.k B" ,I• (G.C. VERIFY) � 4 § z n z Z F.F. REINF .• a ` (SEE PLAN) d 2 #5 CONT. of N INSTALL LINING 1. ` w•:1 w ti " 2 #5 BENT BARS W/ MATERIALS PER MIN. 25" LAP SPLICE Z N FBC-R P2709.2 n y Ln 0 MUDDED FLR. 16" �, l SLOPED TO DRAIN #5 CONT. MIN- w Li — m FM14 SECTION @ RECESS SHOWER 1/2" = 1'-0" FM1S TYP. STEP FTG. DETAIL 1/2' = r-D" V) ? d + � Z ALTERNATE: REINF. o u THE REINF: BARS SHALL BE GRADE y #5 CONT REINF. SEE PLAN CONTINUOUS AROUND CORNER x BY COLD BENDING THE BAR WITH SEE FDFOR U N Q MIN. BAR LAP OF 25"QUANTITYop �a o °cn m #5 X 25" X 25' o CORNER BAR ONE c� — FOR EA. HORIZ. �DA� M_� REBAR, TYP. U.N.O. (2)#5 REBAR g6q FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE 2 sroRv: 20" x 10• 3000 GULFBREEZE PARKWAY 4"PVC SLEEVE W/(3)-#5 CONT. GULFBREEZE, FLORIDA 32563 THRU FOOTING DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1.1/2"=r-0" FM23 TYP. FND PENETRATIOIREV! JDFi PORT ST. LUCIE STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM .NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d.1.STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL O'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'8" >2-0"-3'-4" 10" 10, 20" 24" W/(3)#5 BARS 6744 5'4' >34-4'-0" 12" 12" 32" 32' W/(4)#5 BARS 845# 4'-0" >4 -0" - 5'-4" 16" 16. 48" 48" W/ (5) #5 BARS CONT. 1162# 2'8" & #5 018" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES• SEE CHART ASV. WIAX. F.C. SPACING (O.C.) �� P W.W.M. TO BE TIED TO #5 CONT- RESAR (1) #5 HORIZ. CONT. TIED TO EA VERTICAL REINF. BAR 04 TURN BAR® STEM WALLS GREATER THAN 4'-0" ° c `- (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B n RN GRADE 8" MIN. r TO TOP OF _ 'A STRIP FTG.-,"� ,: ii' •. , } COMPACTED CLEAN FILL ,"te°. IN. MAX 12" LIFTS STRIP FTG. W/ QTY OF "MIN. COVER G �I REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE Job Information: ST. L"UCI!E COUN SOCC eH z o W CJ � to N � 1. VERTICAL REINF. IN SOLID GROUTED C� D74 S, WALL INTERSECTIONS, BELOW GIRDER TRUSS L S, TH MAXIMUM SPACING STATED IN SCHEDULE 2. W.W,M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND .. C. .. 3 ,;. I"" � 0 J LU 04 p 00 a F.C. ABV. TOM #4 TURN BARS ARE REQUIRED Q EACH FILLED CELL LOCATION. EACH BAR TO AN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0' INTO SLAB/ STEM Model Name / Number: - 2508 -SEE NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK Plan Issue Date: FILLING IS TAKING PLACE 5. 05 HORIZONTAL CORNER BARS WITH 4'" LEGS IN KNOCKOUT BLOCK ®16" C -0O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-C" h * TALL (TYPICAL ALL CORNERS)c. 6.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS Thursday, February18, 2021 KA PROJECT NUMBER: 21-18�'18 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. * 8.R403.1.4 MINIMUM DEPTH; EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS ,*SEE NOTE 5 THAN 12 INCHES 1305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE, WHERE APPLICABLE, THE 9EPTH OF FOOTINGS SHALL ALSO CONFORM TO Sheet: 01 300 Of: SECTIONS R403.1.4.1 THROUGH R403.1.4.2 9. EXTERIOR SHORING BY CQWTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FOUNDATION DETAILS NTS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,508 x 3 = 6,600 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 36,074 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 26,074 HVAC CIRCUITS A/C ( AIR HANDLER & COMP,) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% =10,000 + 40% OF "A" = (.40 x 26,074)=10,430 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,430 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS 168 HOSE BIBB INSTALL FAN p-y BOX PREWIRE\4 INSTALL FAN INSTALL FAN BOX PREWIRE \\\ BOX.PREWIRE ^ WP Opp G ®� ,0 _ Q, _ 1 FOR HOOD '�11Y C D^F�¢ FORD/W I� -ATTIC ELECTRIC I I REWIRE I I ' O F IF REQ'D BY CODE L } 1 \ " GFI �. ' _ I C 6�yd\ I W 0, c 1 I C M , n I YI -- " ,1 /� .' �------- --------- G I / I I 1 I , 1 1 1' I I I , 1 I 1 / , 1 I 1 r 1 1 I \ 1 I t / ' - INSTALL FAN BOX PREWIRE I 1 _ ° D) I , \ r 1 GFI `h( r I r I7I I I IIGFII r L — IJ _ 1 T Il I � , I 220 220 INSTALL FAN OX PREWIRE I L/1\ \ "INSTALL FAN BOX PREWIRE ®1NSTALL FAN BOX PREWIRE I /uy M ®.42„ ELPANEL AL /WP NOTE: / 1 .------L-------, LOCATION OF METER AND PANEL BOX ATTIC ELECTRIC : TO BE BY BUILDER. IF NO GARAGE SEVICE IF REQ'D BY CODE; DOOR IS PROVIDED A DISCONNECT SHALL II ' \ \ BE ADDED AT METER LOCATION. r 44 NOTE: " _ _ -_ -_ _- -_ -_ -_ - _- _—_ KEEP COACH LITES OUT OF BANDING, AND GFI; \ QUOINS, ®42" \ ROUND COLUMNS WHEN C LIGHT COACH LIGHT REFER i0 ELEVATION FOR TRIM. \\ GFI FOR GARAGE DOOR OPENER I ' I I 1 I 1 r 1 I 1 I , I I I I I , 1 I I \ I r I 1 COACH LIGHT _ _ COACH LIGHT ELECT ICAL PLAN SCALE: 114" =1'-0" ELEVATIONS "A" & "B" W U w BIBB ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE 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 AFC1s (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 2.1. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER. SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS -OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501,17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE. REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24 THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH © CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH M SMOKE DETECTORCOMBO UNIT $3 THREE-WAY SWITCH %/�\'� FLOOD LIGHT $4 FOUR-WAY SWITCH `/ `J $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE---� TRACK LIGHTING SCOUNCE (WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET c CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT to ' DOOR BELL CHIMES it WP WATER PROOF W/ GROUND FAULT U WU 220 VOLT OUTLET m DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV� T.V. CABLE OUTLET DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER [� RECESSED LIGHTING � a BOX WATER PROOF RECESSED LIGHTING O JUNCTION THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING l® -(� BATH FAN W/ LIGHT PC] INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON%.." . �.. . OPTIONAL OVERHEAOSERVICE VERIFY FINAL AMU NEEIIEMJ ( I SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200.210 COPPER OR 4/OALUMN. IN 2" CONDUIT M MAIN DISCONNECT 200 AMP iHA/C DISCONNECT UNDERGROUND SERVICE 8Y POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GPI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM pg�C�Crrpp COPY. BONDING #4 GROUNDING WIRE WITH CAAPPROVED CLAMP TO EITHER TERMINATION 8) 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. 0 0 m '9C corn a g m\ 8 .Z R, L13 O 0. 5 F �I �® IL tl N ok £ �S _WWVJ.FDSEIV6.COM ❑ ❑ ❑ z m - 0 z 0 Y J N a J r Z V) 0 JMJ W tli LL W C o u Q w f IL N ? a _ N N F r a ¢wom DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: L.L 0 Z T'I LIJ Q E3 pp� MM V W r-1 N ® J LLJ Z) N O m D- _ImwU) r -Model Name / Number: 2608 Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-18M Sheet: 4 Of: ELECTRICAL PLAN r TOP OF BLOCK 'VOW HEAD HOT 0 i0 iD TD FIN. FLR. OF BLOCK FlN, FLR. - L - 12 e UTE TEXTURED CEMEIVTRIOUS COATI NO 25 SH LITE TEXTURED CEMENTITIOUS COATING 48" OFF RIME VENF. n 48" OFF RIDGE VENT 2650 SH 1 2650 SH FbII:i 25 SH 48" OFF, RIDGE VENT DBL 3050 SH UTETEXTURED CEMENTITIOUS COATING LEFT ELEVATION "A" SCALE: 3/W -1'0" TOP OF BLOCK VORIW HEAD H 0 ro FlN. RR. 4E" OFF RIOGE VEW 11 s 48. OFF ..GF.1 VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = not sq inches of venting needed equally for intake and exhaust Soffit product provides 4.12 net sq In / sf Ridge vent provides 18.00 net sq in / N Off ridge vent provides 138.00 net sq In / sf Overhang distance 1.33 It S.F. of Area to be vented (SF) 3334 s.f. Total needed for exhaust for upper 1/3 800 net sq Inches Total needed for intake (soffit area, lower) 800 net sq inches Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be used In combo with ORV) 44 Lineal Feet of Soffit needed to meet required 146 Lineal S.F. provided by plan 256 TOP OF BLDCK TOP OF BLO DOW HEAD HOT W'DOW MEAD H o b p LITE TEXTUREDLi e CEMENTITIOUS COATING FlN. fy. 25 SH 25 SH DBL 25 SH REAR ELEVATION SCALE: 1/4" =1'-O" 11 6 BRG 0 ENTRY T.O.M. _ W_DOW HEAD HGT 8" FRIEZE 00 ao I,E],EJ, FINISH FLOOR _ —_-- - _62BAND DBL 25 SH RIGHT ELEVATION "A" SCALE: 3/16" =1'A" TOP OFBL_ K W'DOW HEAD H OD E FIN.FLR. _ FOR �,,OMIPLIANCE EOCC 3068 DOOR WITH (2} 12" SIDELITES & 16"ARCHTOP FIXED GLASS ABV HIS DBL 26 SH ARCHTOP LITE TEXTURED CEMENTItIOUS COATING FIVE COPY ]IDaoo a 16x7 OVERHEAD FRONT ELEVATION "Alf SCALE: 1/4" =1'-O" -� P I ?b wg F o00w N we � 13 MR22 g „ IL a a V1 Q d ¢ g 8 Zjg� W U 5 y Fg �.sb www.rosFno.cOM ❑ ❑ ❑ Z M D O Z N � Q y d N `i — m Z N M rn v (_6 W v D u O w� to C Gs U E Is CD 0) n lfl — a'N o ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: 0 Z L`LI >= `" i V N w ih+ V LO� EN 3 E _ Y. V J LU � ao �J m (/) F Model Name / Number: 2508 TPlan Issue Date. Thursday, February 18, 2021 r KA PROJECT NUMBER: 214858 Sheet: 5 Of: ELEVATIONS - A I•+ SEE DET. TBO3 \ G.C. TO PR( BLOCKING' W/ APA REI FOR SPAN I 7/16" OSS SEE R HIP /R BLOCKING" 20'-0" MAX 20'-0" MAX ww ALTERNATE SPAN RATED 32/16 SHEATH INQ MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT ]IRED T HIP SECTIONS IN -CONTINUOUS BOTTOM CHORD D COMPLY ATING OF mill mill BOTTOM CHORD GABLE END BRACING @ LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" D.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20TO45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE 14.12]-[12.12] (SO FEET) (-) VALUE DENOTES SUCTION O AREA ROOF 1 2e 2n 2r 3 3e 3rI,a a=4R HIP -37.02 1 -51.06 1 1 51.06 1 -51.06 1..-.� 10 GABLE -37.00 1 .37.00 1 .58.99 1 58.99 1 58.99 1 76.03 ROOF NAILING SCHEDULE[ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-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 T ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOFSHEATHING: O (D SHINGLE: lie EXP. 1 (IJ20) TILE: 'Re EXP. 1 (AQ20) NOTE: - 11 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 B&" x 0.113w) NAILS "'lll�� .J1 „ SHALL BE FASTENED 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN � , SHEATHING �a�a1, 7r'71' WITH ASTM F1667 RSRS-0310d (2Y" x 0.131ry NAILS OR ASTM F1067 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE > 20 TO ROOF > 20 TO 45 DEG - RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING [4:121-112:12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAYBE INSTALLED VERTICALLY ORHORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGE$ WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM 117 SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN V. I� NAIL AT BASE 2 ROWS @4•'O.C. w/Rd COMMON NAIL, © NAIL AT TOP PLATE TWO ROWS @ Al' O.C. w/Ed COMMON NAIL. © NAI L OPENING PERIMETER W/(2)ROWS V4" O.C. W1 Ed COMMON NAIL. NAIL INTERIOR AT 6" O.C. W] ed COMMON NAIL. O STAGGER ALL VERTICAL JOINTS&MAIL 04"O.C. w/Sd COMMON NAIL O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER W/8tl COMMON NAILS @ 4. O.C. (2) ROWS @ TOP & BOTT. © (2)Ed NAILS 03"O.C. TO EACH TRUSS END OR CD VERTICAL MEMBER IF GABLE END. 15732"OSS- EXPOSUREI SHEATHING PROVIDE BLOCKING 1 II II I AS REQUIRED PER SECTION X-X IF NOT FuL HEIGHTSHEET -------" © FLOOR SYSTEM - NOTE: Ed NAILS FOR WALL SHEATHING MUST BE MIN.131^X2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le" (2} 2x TOP PLATE BEYOND /- 1513Y 01 EXPOSURE 1 SHEATHING - - --`- -- T =- =1r=== . -.. - II 11-- 11 I 11 II II TI I F III II III SOLID 2X BLOCKING � a III OALL5HEATHING III III II II EDGES III 'III C 111 11 )It II 11 II_ In u D ii (SEE SECTION X•X) D III OPENING iiLJL___ IL_ III _-- II _-- --- II II s III III C III x III--.J II II 41 II a0� a Ili _ - II __-II -_I III ,III III II II II III 11 IL II I 2xMDSB EYOND. w -rr---- III 11 II I II II I It 11' II II w SEE PLAN x� IIII II II IIII II II II I rn� IIII IIII I I II IIII II II IIII. II II II I II II I I o 0 1 IIII III IIII II II I I I I II IIII I `I III III II I! I 1 11 II II I 11 I '. II I y- W YL _LL I LL L_ L- M :J- t ru b ru LL Z Q LL tad P.T. BASE PLATE BEYOND SEE PLAN .ATALL PANEL BLOCKING LOCATIONS MIN 2 X4 42 SPF TURNED VERTICAL W/ 7/18' FLITCH PLATE TO WI (2)12d TOENAILS EA. END. MAIL yg+ "S' =. NAIL PLATE TO VERTICAL W/ (4�BECH SPACING NAILS ZI - I 314" 112' g 1)2"-t S STAGGERED 3' O.C. r_a - 1 STAGGERED S /7' /ERTK:AL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. ALLSHEATHING A 2X RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM ' CONNECTOR SCHEOULEFOR. ADAMS HOMES -Model 25082CFA TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTORID CONNECTOR UPLIFT DESIGN FASTENERS NOTES UPLIFT RATING,. CI-05, CiV- C5V, E7, E7V, H7, H7V L/R .349#or less HUA16 / PER TRUSS MFR 1810# - (9)10x 1-1/2" B13,013A, 519, B20, B71 I L/R. -1221#or less HUA16/HETA16 1810#/1810# (9)ladx 1-1/2 (9) dx 1-1J2 All -A16 L/R. 1023#or less HETA36/H10A 1810#/10404 (9)10dx 1-1/2 (18) lodx 1-1/2 (20)ladx 1-1/2 A17 L/R .2052#orless (2)HETA16/2)HT520 - 2365#/2620# (48) lad x 1-1/2 (10) So CIP, C3C, C3P, ESP, H5P L/M/R 667#or less H25A/HIDA/H10A 565# / 1040# / 1040# (18)lad x 1-1/2 (18)10d x 1-1/2 (9) lad x 1-1/2 A01- A05, AOIA A010,A30 L/R -1113#or less HETA16 / HB20 / HUA16 18109/124$#/1810# (24)lad x 1-112 (9) 10d x 1-1/2 9lad x 1-12 ? 5 Mi4 r`•A$ L/R -1270 #oT l95i HETA16 /(2)HTb2D/HETai7,6" 1'Sibk/1245#/1810# (48)10dx 1-1/2 ' (9)10d x 1-1/2 3 A36 2 i IHEf Mari/ !I 20 lad x 1 1/2 ` 1 Xl,)S L/M/R 945#aeieisd 9 "41)ETA7.8 &5 2 5 3 5M{8 4D1C/ 35 # 56 16d $Inkers ) ( za)1Ddx113 r '.'d `?$ _ LIR 624 Sar1ete H1 TA18/NIT572 .; =1%1iSb758D#.. (9)lad xl1/2" .;° (14)1Dd x 11/2 Bl$ LjR ! 3 6348bP a; H 2 ElA14fMi'`1+ 10#990# 18 1 (14)l0dw,1-1/2 P8; ::PBS CO,NT 2b+1NfD7 )ats PFf4 FAU.5b'INPR i. CA '`J01Mb115 25 5# T as S . HOL)Sw"D 25 S 45d. 8 (14)1/4 x21/2 SbS WS& 8' MIN EMSED .^Au950PPORTDOµiMN 5 8 Epoxy .Anchor or ATR ' ;. JOINT7M.1 " 2Ds2Norlaxs 1DTf2Z 2i„45# (1) 112" Wedge Anchor & (8) A" x 1-1 SIDS Screws 1/ 2" S / ,At75UPPDHtCOW)MNC2 TRUSS MANUFALTURd}3,,,�, SFS OATEAFW OATEOP TR49SSC SWEETS.,,-,y 1/572,,T_? L LEFT,A R1GaB'$,M=11i3DlEBDWNGS "., BEARING LOCATIONS.APEgEFERENCEOTQ Ti(USIi t58/17NI17ACi:,UHBi15.4RUSS,flFIX i'q ,. OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE All TYPE CCNNECTORBFASTENERB SPF SYP OONNEOTM&FASTENERS OFF SW OFRAME TO METAI6W{�IOtlxt VT CR 1810 FRA18W D011otlx11r4.OR 1585 18]0 MASONRY FETA20W(MlOdxt i/2' HTA20 wl(10)10dx11/T © FAMEFRAMO N;UAw/(10)atl NNL9 535. 065 RTTAvdaO)BU WKS 61b BMI © FRAME TO H10A wA l8aw.I Iz loud IUD RTI9AwT7)IOLx IIN' am I= FRAME 1M-2WIIMIOdxi IZAT2PLYMUSSES SOD lose T16-24(HO1Mx1112-ATIPLYTRU88M 035 1DED OFRAMETO NT312wA14)IOdx1IMpkT EXTERIOM WO MTW12W(iMl0dx11Y2"(ATEXTEMOR IM lips FRAME LOCATIONINCLUDE(?)120TOENAIL9) LOCATION INCLUDE 0) 124 TOENAILS) ©FRAME TO MOST W(T M MILE AND AW A.T.R. W 1 T 9910 MINE MUGT15WGSa0d NALSANDWB" A.r.R.W 39W 4496 MASONRY BABEOMENTW NMP80N'SET'F]+OXY 1T EMBEDMENT W91MP90N'9El" EPDXY FRAAETO HT320 Wa4)IW x11/C'(AT 6%TEPoOR 112b HTM2D W124)IOdxit/P"UTpITERN)R F FRAM E L T LUOE OI2d TOENAl3 OCA IpN NNC LOCATION CLU 2d OEN b IN DE i T AL M tno 16W FRAMES (2)HT820W(M)10UDEDO1'(AT1ONALAR 2250LOCATION 2570 9080 FRAME LOCATroN O4CLIAE(s)t2UTODJAIL9 LOCAOR20w/(4LUDd(5)IW TOENAILS INCLUDE (ei2U lOB4AIL91EA) FRAMETO H04 wl(16r0d NALS AND RI 5W ATA. H1GT2 W(16)IW MAILS AM (2) SISA.T.R. O MASONRY W ITFMfEOMFNTWWPSON'SEP WIT ENEEDIAENTW31MP9W4'9ET' 7020 9790 EMIXY(HOT4POR3 )a EPDXY(HN3T3MRSPLY) OFRAME H TO FUR 09)1/4' x} SIX WOOD SCREWS 3400 RMSW(12)W83Y700DWREWBAND 7100 MASONRY AND R)1/Y x6'TITEN HD ANCHOR BOLTS [4=4 (4)W4'x S'WPDGEfiOLT (1) L0T2 W (16)1 W SINKERS ©j FRAME TO &(7)V4"x AWITTEN2 1750 MaSIXJRV SEENOTEMBELOW FRAME TO �L(Y3 W(g2116a 91N�R9&(141 9506M lWx21M71TEPl(2PLYTRs1S9) �WGT2 W(O?)tW 6NKERBa(10)3106M RA"x"()38UOF gI00-MMASONRY/ F FLAME Ofl 18tl SINKERSFOR FRMIE MOPE ISSI(EA) OR21WSINKERSM11FRAME ( I (ENE 462AF TO LQIBW i/4'x3'9099CREW9 (� (�) &(8) IF TRUSS)AJIMET 4]3PM UU3kTSW V4'x2IWW928FRAM (E 8`xMASONRY/ BCIEWB 8(41ve"}sWB12PLV TRU98)]050-MFRAME 0TREN(2PLY OR(82)166MNKER6FOR FRAME(F1N W10'E lOd S - OR(OBI 18d MNKETiq FOR FRMIE(EA) �� T/10{ SFAMTO HU410OPTIUCF0W(18)IU&0O)I0d ( NO HD410OPTHD4lpFW(�ledAa0)1U GR8080 O SEAM NML9 "im NALS WHOM O SEAMTO HW100PT HD041pW 1 TITEN (R GYg500 n0410GEROT&IFW 1MS} T2% Op3359 L MASONRY 1N•#3'4"&(10)1W NAILS UM800 wEOrFSOLTB(101pd NML6 UpB5p Q BSMTO MP6ONRY/ H SO HUC46W 610d NMSa w PT 1) ON1940 Lw930 a61g1100 U#1135 HD46OPTHW6W IOENAILSA (B) (OR(14• ONS MA6J GPI826 uffilmSir" SOME U#B50 FRAME F(12)1 M&(6) 1 Go FRA6.) OR (12)IBd&(8110d (FOR FRAAE) SYP-F 6)P-M ma(12)1W 8(el tOtl (FOR FRAME) Do le6(8)1P g1'PF gYFM G (XI IETAI8OPT(2) HETA20 I= 1920 (2) HTA16OPT (I) HTMO 1Tle OFRAME MASONRY 1HR.YWRO)IOtlxikl 2365 M 1-PLVW(i%10d}i 11Y OR 2430 2•PLV W112)tm "LYW(141W HTEMIS W(8110d NMLS AND (4) 1N'1Q 11C Red 1110 HTWMI9 W(5)l Od NALS AND (4) ll5W' 11M 12M TANS WEOOE--BAT OFRAMETO MA90NNY HMM20 W(IOrOd NAILS AM R)1/4Y21/4" 98s 1110 OR HTWUNDW(I Ojl 0 NALS AND 14) 1M°x1 W TAMON9 WEDRESOLr 11M 1225 FRAME H103W Bdx142 NMLSAND 9B'W" (� �) ]s0 910 MASONRY TITAN iC FRAME TO DTT22W O 1M"x1112's09 WOOD DT&T2W aD( IN" x1112'Y19ISM(3D O MASONRY 9CREW9AIO112'(SEE FAD%IEDw/ 83 () 1 5 iM W9AN011/YBAT.R GPO%IWW SCRE () 151 0 1 835 61MPSON"6ET" SEEN DIEM) 81MPSON`MA Sa'NLSAN FRAME E HTTSW 1r1• NMLBAND I M8'O (2e) U HTT45W 201sdX11r2'NALSNND 1 1 ) 1 ) O EPDXIED BIMPSON'SEP 4i/5 ATAOSSE 5ppp Y8"S AT.R.F90MEfteew SON'SET' - 5005 NOTE SEE NDTEq BELOW)E NOTEb4 BELO FRAME TO HTTA W(Is) IMx21T NAILS AND (I) E18" S HTTM W LIB) led x21M NALS AND III 9O MASONRY ATAEPDXIW wI BIAIPSON'SEt' 3m AM $18-0 A.T.R. EPDXIED w/SIAPSON'Fn - 4100 .E NOTEIN BEO N TEMAISL BEE 0 0 O FRAME TO FRAME H103W 2410tlx1112'NALS 766 1 ) 910 GT W atlx11B'NML9 W I I2W BIs IOOQ MAINS HM9KTW(M 1Nyt1 tIT SCS WOOD ]60 iiT1BMW(9j 10tlx111T NML96 MASONRY SCREW9&(5)1M'x21H' TAPCONS 7W H)IFI'x1Y4'TAPCON9 FRAMETO VGT4(18)1/4-1& 606 WOOD SCREWS& O. MASONRY (1) NIB'S AT.R. EPDXIED W SIMPSON•6ET' NO "Wo W Ir MIN EMEEDYWIF TO (2)VGTW(02)1M9d1^SOSWOODSCREWS OFRAME MASONRY 8(2)&fi'D AT.R EPDXIED W9IMPSON 51]0 11M 'SEP W 12" MIN. EM HOMENT OFFRAME vGTWDe>vs^xa sosw000salEwsa HDIHS 5 W(10) 1APQ IS' SM WOOD 32as en, MUOTISW122)tOd NNL68HTT45 W(1BI 41W FRAME SCREWS & 11) SIB'S AT.R 19a NMLS16T)NMBAT.R. YO PRAMETO I (2)HTTe W(52) I W4 1/1' NAILS& 4375 Soso (O HTTM W(32) IUW 1 a- MILE - 5005 FRAME (1)5B'6A: T.R IEEE NOTEA4) &N)N}BATAISEENOTE#4) I. COI E07 ALL FLO I. CONNECTATOMUSR TRU66UIOINTERIORSEARINOW000WALLS78FAM 2. ALLTRUHM FLEA, U.N.O ON PLAN. B. ,U.20 ONPUN. USEEDILL93 SIMPS ORIDIREPROVIOEO SEEFRAINGPLAN 3. O.C. MAYUSEEOFRAMMP90NORN FI.MI.FORCONNECTORROLLOUT. FULL H IGHTION9.SEEFRAMING 4. FOR SINGLE PLYTRUeB SCAB ONFULLHDGHI.N.O. 2'K'TOTRU65 VFATITAL WEBW(2)ROWSOF10tl WJLbQ 3-O.C. STAGGERED. b. 1T CMUBONDBEAM U.N.O. S STAGGERE6 CH LUMSFRSQE)•!(21ROYl$tOtl ®4•FROMEN084.O.C. RMIN.R.EMBEDM4'4' TERATOETI ECTORMATCNONORD RED CENTERAT CONNECTORLOCATION A3 MICA AS P08315LE. MaN A AO MINMALCONNECTORUNOONFRAMINGPLAN 1. WNWOTIIXFMR WOF/FLOOR ,"ESTOMA"WWMJAtUM'FLWKSWN UWO PLAN 2. CONNECTIONAT 21'OR 3YO.C.PBNDNG VERTICAL$ FOR ALL FLOORTRUSBES PARALLEL TO MASONRY WAU.S SEE DETAIL FS11198.1 FOR MORE INFORMATION S CONNECTION FOR ALL HIP ANONOCORDER JACK) TO MASONRY WALLMOF WALLSUNTELS 4. CONNECTION FORA-LCOINTINUOVS RIM BOARD TO TOP OF NASONRYAT 82. Do MAX W MAT EADH CORNER. GC. TO VERIFY LOCATION DOES NOT CONFLICT WTJI OF AFiRJCABLE) LAYOUT 6. CONNECT ALL FLOOR TRUSSES TO INTERIOR SEARING WOOD IMI/BEAk1S wl(2) 12d TONAL6 © MIHMAL CONNECTOR UNOON FRAMIIA PLAX 1./� NNECTIONF MUS6TOW0 WALL SEAM CC) MINMA.MNNECTORUNOONFHAMINGPLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-W 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 05.1.1 3. FOR UNDERLAYMENTREQUIREMENTS NOTE TOFRAMER--- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S" THIS LAYOUT HAS BEEN PROVIDED BYTHE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL. COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 0 -METAL DRIP EDGE + C.M.U. OR ICE WALL _ E- -2 x SUB -FASCIA b SEE TYP. WALL - ALUM FASCIA SECTION ISO I 2x4 P.T. FASTEN TO C.M.U. w/ 1 1/2" LONG T-NAILS @ 2'-0" O.C. SECUREJCHANNEL. @ 12" O.C. CONTINUOUS VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES ® SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" I `I /1 a�°' CN6�O 7ri-t�P.o�r' . V �F '0 YOp o®o�S S 1 N •OL #I AT ll4{ {{6F lL L NJ2gI• (gip E ew 1m I(•.. Lo 00 If Li.LL W $ Di 6'.If�4E L9ffin 01A I O��ig ppE,, w a Lj 3 � 6 yS" O WIII Oq 08 a C o g IL ? g vWAv.FOSFEG)OM ❑ ❑ ❑ Z - o Zo Z N y ay a a 4 Z N 3 M R v y W Q Qw c Xz xluri rCl ~ 'J M _. U -N E ONO22 c ' Q N C) tO0 'CIO 'a iEWA�DAM 8 HOMIELS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: a -I N O) 0) 0 Lu By L- 4• C) L0i N E J M Q W O p ,j LLI Z:) N o JmWU) GG CL ♦ Model Name / Number: 2508 ♦ Plan Issue Date: Thursday, February 18, 2021 VI KA PROJECT NUMBER: 21-1858 Sheet: 6 Of: ROOF PLAN A LINTEL BEAM: - 1 COURSE LINTEL BLOCK W/ 1 # 5 NONSHEARWALL SEGMENT BAR 6 3000 PSI GROUT, MIN. 25" LAP (ACI 530) I TT I jlJ�,1 I I I I I I I I I I I I I 11•T I TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST Of FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL SLK. 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. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB AL Y nIgw (. MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W13000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) -10d X 11/2 SP6 OR SPS FOR 2X6 AND 2X8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FlL -EO CELL W/3000 P.S.I. CONC. W/1 #5 RERAR VERT. r INTERIOR BEARING INTERIOR SHEARWALL EXTERIOR FRAME WALL S. C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3)1/2' X 6- EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/8" HILT] TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. MASONRY CONNECTION DETAIL #5 REINF. 20" MIN, LAP BAR q #30R#4 REINFORCING �,�• A #3 R #4BIARP CP CE 5N LAP #5 STD. 90° HOOK #5 REINFORCING BAR #5 1 AP CPI ICE SCALE:1"-1'-O" a- MIN. LAP 06 REINFORCING BAR • GRADE 40 U.N.O. #6 °�, P RPI ICF MS051 REBAR SPLICE DETAIL - GRADE 40 N-T.B- ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 2sA" 12' O.C. 1 2 x6 1/4" X VW 12" O.C. 2 2 x 8 1/4" X 2-A' 12" O.C. 2 NOTE! TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO RUCK RESI OF WINDOW MANUFACTURER. :PRECASi1 LINTEL w w � (2)2X P.T. a BUCKS W/ 1/2" O.S.B. BETWEEN i 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 MS11 I 2x BUCK DETAIL N.T.B. 0 & UPLIFT LOADS FOR: Adams Hoj O ELEVATIONS "A" & "Br' roRm AT TOP NM. (U REQ'D C.MIAQ TW LNIEL GvnY wwroM RtlM'°RCIN6 141a'AGTWL P [Die) IN LNM rvARev a" NOhtlNAL Wn)TN TYPE DEStGNATION ..rnlrawmlaaalT�a.arauaP arro R64GR Ai Aai``�} TGf3�'°�> .�0 L •• ... .• •.• �OLNat'r •. 6Q '•. SFI6-18/IT try ;',•':; ��g �auANTinuro e>� T4 4 kOIaIJAL wImu O R NOMINLL 11664rr BlAR AT TOP•"• OC N `• �? • . "`°°s•IpCjP Q�c� MATERIALS ''''sg® 19L1Tt3Y OL i. To precast lintels - 3500 psi. 2. fe prestressed threats = BODO pal. 3. fc grout = 8000 Pet w/ maximum 3/8, aggregate. N 4. Concrete masonry obits (CMU) per ASTM C90 w/ minimum net area COmpreealve strength = 1900 pal. 5. Reber provided in pNtoast lintel per ASTM A615 GR60. 6- Field rebat per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade . 270 low relaxation, 7. T/32 wire par ASTM A510. ' 8. Mortar per ASTM C�TO type M or S. GENERAL NOTES. w 1. Provide full mortar head and bed Joints. 2. Shore filed lintels as required, 3. Installation of amel must comply With the architectural a "� L+ R o 5 r0b0 «l g 1 Structural drawings. g W OD 4. Lintels are manufaohaed with 51/2" long notches at the ends to accommodate vertical cell reinforcing and grouting: ' m g; (. as Q 5. All lintels meet or exceed L/360 vertical deflection, except lintels 14 7' end longer With a nominal 8" L/110. yy E W height of meet or exceed 6. Bottom field added relear to be located at the bottom of the lintel cavity. N e r,.-� ' n m `yy, A rn m I ` W a W 7. 7/32" diameter wire stlrups are welded to the bottom steel for mechanical anchorage. C "w in 8. Cast -In -place concrete may eprovided in composite re lintel In Ilea of concrete masonry units. S' P Z a 9. Safe load ratings based on rational design armysla par ACI 318 and ACI 530 E F d Q M r m O ~ @G 5" V fix e w g ¢ 0 W Ito " m 1O.Llmel min. depths are called out on lintel plan. If contractor Install& a deeper lintel than Indicated on the plan, doing this Increases the strength of the lintel 0 1 2 ��: m Q r4 N Lit Z LL and is approhed without engineering letter. V a smaller lintel Is Installed contact c B E Q a -c In ' for approval 8 B9 Z 7 3§ U J SAFE LOAD TABLE NOTES g' �� ❑ ❑ ❑ www.weFNG.coIW 'n 1. All values based On minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing length Is less than 6-1/2'. Sere loads for all reesseed lintels based on 8' nominal bearing. Z o 2. N.R. = Not Rated. 3. Sate loads are total allPSHMPOSed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field mbar. — O Z c�tl Z .h. Q 5. Additional lateral load capacity can be obtained by the designer by o N providing addional minforced masonry above the precast lintel. a S. One #7 rebar may be substituted for two #5 ethers In S" lintels Only. 7. The designer may evaluate concentrated loads from the safe load tables by Z n calculating the maximum resisting moment and shear at d-sway froth 0 the face of support. B- For composite lintel heights not Shown, use We low from next v y lower height. W D 9, All safe loads In units of pounds per linear foot. M 0 N 0 W C U N E cO?a� REVIEWED FOR Q N O m -�Ad DAMS HOM 8 ""OE E CO PLIANCL a CIE COUNTY iocc FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE PRECAST "U" LINTEL W/ 3000PSI GONG. SROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE / WITH TOP OF WALL ♦ I Job Information: LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS (TYP.) RERAR ON BOTH SIDES x OF OPENING U.N.O. ANGLE 3000P COS" W/i#5 REBAR PROVIDE KNOWFOUT BLOCK FOR FIRST ' COMPLETE CMU COURSE BELOW SILL 6 FILL SOLID '. :. W/ (1) #B BAR FOR ALL ' WINDOW OPENINGS 6'-G" AND CMU U.N.O. .... ....... . .. .... t'� I2�: N yr Ii O TYP. BOND BEAM Z x-i Lit d 8"BLOCK zK.O. T LINTEL RLL W/3000 P.S.I. LIJ a 0 ,�L' M U GONG. W/1 #5 DIA, y O) REBAR \ / �/J 1 _. chN i 3 INDICATES FILLED CELL FROM FfG. TO QQ^tt s •-' WYTH 1 #5 BREAM AR MIN. O �. LiN O _l m U) (n a ♦ I Model Name / Number: 2508 TYP. DOWEL25" ♦ Plan Issue Date: MIN. LAP (ACI 530) Thursday, February 18, 2021 ♦ KA PROJECT NUMBER: 21-1858 Sheet: aI Of: LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 EACH END W/ (2) YVxF' SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W1 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" D IA. x 8" 1/2" X 8" A.B. W/2" 0 It "J" BOLTS WASHERS SET IN oit FILLED CELL W/ #5 TYP. FILLED CELL I VERTICAL MIN. 5 PER JAMB. IF SECTIONAL 1L OVERHEAD DOOR CONT.P.T. #2 WOOD 2, X 6,, _v 0 R SYP TRIM 2"x6!'P.T. WOOD JAMB C04 041 DOOR AND CONNECTION PER - GARAGE DOOR MANUFACTURER GARAGE SLAB L 0 TYP. GARAGE DOOR ssio TRACK MOUNTING DETAIL on 0 NOTE: DETAIL CO22 5-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. (D 0 9 BLOWN -IN R-30 INSULATION PER FBC a0 AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES s I_ i0p; f I g BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR U 0 Om = 0 NIS i r. un FBC AND ENERGY FORM SUBMITTED N 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT Es H'I s % Ln 0 8 2 zo 00 PROVIDE BAFFLES AT EAVES PER FBOR 905.1.1 OVER ARA . rgz 111 SEE PLAN (FOR VENTED ATTICS) PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- 95 www.wstnc.caN 11 El 11 FIBERGLASS SHINGLES OR TRUSSES 0 241 O.C. [RSH] - ON FRAMING SHT. FOR TILE ROOF (PER ELEVATION) SHTG & FASTENERS. OVER APPOVED, UNDERLAYMENT PER FBCR 905.1.1 OVER APA z —TRUSS ANCHOR (SEE PLAN) 0 ROOF SHEATHING - SEE SCHEDULE- PRE-ENG. WOOD IRSHI - ON FRAMING SHT. FOR 24" O.C. SEE PLAN FOR BRG. HT. TRUSSES @ SHT'G & FASTENERS. 112" DRYWALL cn TRUSS ANCHOR (SEE PLAN) FELT PAPER C ETAL DRIP EDGE TRUSS PLATE co a TO BE INSTALLED ON OUTSIDE FACE t 2X SUBFASCIA 3/4" P.T. NAILER (TYP.) FRAME FOR BUILT-UP k1r) (y) 1/2" DRYWALL SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR Q) 4` PLANS 4x4 III 2x4 POST UNDER EA METAL DRIP EDGE 1/2" DRYWALL CURTAIN NAILER 8 x 8 x 16 K.O. I x 4 P.T. @WINDOWS ell LINTEL BLOCK 1`1 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4- FOR SHEATHING NAILED w/ 8d NAILS @ 6- 0 CONNECALL2xSTUD 2X SUBFASCIA I x 8 P.T. @ S.C.D. W/ (1) #5 DIA. REBAR & 21V. CONCRETE AND LATH WITH FINISH D.C. Un V-) V(Z TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. 16d TOENAILS PRECAST "U" LINTEL SEE E juvv FW (TYP.) ALL SIDES (0) (TYP.) FRAME FOR COR- U E PLANS SEE SCHEDULE NERS FOR NON LOAD 9_1� 1/2" DRYWALL BEARING SIDES NAILED IE 8 all 1 SEE PLAN FOR HEADER SIZE < w/ 16d NAILS @ 8" D.C. u 10 C) (4 0 a 111111111 U '�DAMS HOMES OPTION 15132" OSB EXPOSURE I ON EXT, WALL W/ ALL EDGES BLOCKED. 1/2" x 8" _-BOLTS / (TYP.)4 COURSE HIGH A.F.F. (1) CENTERED EA. MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. / SIDE w/2 " WASHERS CMU BASE FILLED w/ CONIC FLORIDA CONTRACTORS UCENSE NO. CRC1330146 PLY ATTACHED W1 (2) ROM OF 16d (OPTION) STAPLE: 16 GA. 13/4" STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 4V MAX. SILL HGT. ON —FILL CELL -(1) #5 DUI. (TYP-) w/ (4) VERTICAL RENIF W/ HOOKS INTO FTG & AT TOP NAILS AT 8" D.C. ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI CONC. ALL LOCATIONS OF COLUMN PLAN Al -Al 3000 GULFBIREEZE PARKWAY SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN & FLOOR PLANS 4%MEWED FOR DIVISION LOCATION: LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO L4 1 1 SIMPSON LSTA30 "'141PLIANCE PORT ST. LUCIE OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRE[)). 10 v w/11-10d TO BEAM FOR BEAM SPEC. & TO FRAME BELOW COUNTY V Job Information: NOTE; 44" MAX. SILL MGT. ON cc ALL BEDROOM WINDOWS. r —VINYL FRAMED WINDOW r*I W/ SCREEN WINDOW STOOL 'I >_ CEMENTITIOUS DECORATIVE ri PER SPECS PRECAST CONIC SILL FINISH 718" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL PER FBC AND ENERGY FORM 1 v EXTERIOR FINISH - MORE INFORMATION), SEE TB13 1/2" DRYWALL— SUBMITTED WITH PERMIT y (SEE ELEVATIONS) ON SHEET 6 APPLICATION FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. FTG. DOWEL #5 DIA. REBAR I x 2 RT FURRING 17" IN CONCRETE - 25" LIJ 0 LL j3 - WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED wl 1/2 x 8 A.B. (OR 1/2"x 8"TITEN 1 x 4 P.T. EXTEND (ACI 530) ABOVE BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 > 0) = m= LID -a WITH PERMIT APPLICATION HID) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN w/10-iOd TO COLUMN Ali Al BUILT-UP CORNER MIN (3) 2x4 OR 4x4 POST w/ 2x4 UNDER CN WOOD RASE MIN. 6" FROM END -SEE W507 FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR POST EACH END OF BEAM c' SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB INFORMATION TOP OF SLAB —17- 11tw. 2 X 4 P.T. PLATE NOTE: 0 _3 LLI CN a,- 00 _j 00 U) cn 'IF BOTTOM STRAPS MUST BE 00IT ;0 GRADE INSTALLED INSI[ F 1 OF ♦ON VI Model Name/ Number; GRADE IF IFF COLUMN. DO NOT B E ND V= U STRAPS UNDER PLATE.0 It 2508 + CLEAN SEE 11 PLAN F ___P4 __j I I - PLACE STRAPS IN FILL CELLS w/#5 REBAR COURSE HIGH CMU BASE -VT— 0 COMPACTED RE -BAR QUANTITIES- (TYP.)4 ♦Plan Issue Date. gg DLLH FILLED w/ CONIC - SEE PLAN FOR Nk S� ' " SIZE. - TOP OF COLUMN BASE Thursday, February.18, 2021 V1 KA PROJECT NUMBER; SEE PLAN SEE FOUNDATION k 2'-0" AFT SEE FOUNDATION PLAN PLAN FOR FTG REQUIREMENTS ' 21-1858 NOTE: DETAIL CD21 9-2 MAY BE SUBSITUTED FOR THIS Sheet: WS0:1 TYPICAL WALL SECTION - 81, CMU 3/4' 1' DETAIL - UNLESS NOTED OTHERWISE S-2 �0` WS02 TYPICAL WALL SECTION EXTERIOR FRAME 73/= :1!-:0] CD22 ENTRY CMU COLUMN BASE wl FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS l ll WHEN REQ'D RECESSED PRE -CAST LINTEL SIMPSON SP2 TOP --;\ 1I, _ 8" D BLOCK TIEBEAM AND BOTTOM. TYP. ' STRUCTURAL - W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON SHEATHING TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) I f UP EACH TRUSS AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 r, ' OOF PLAN FOR TYPE) ' SEE TRUSS PLAN FRAME OUT TO FOR CONNECTION BLOCK EDGE , FRAME OUT TO LINTEL /L'I BLOCK EDGE (SEE PLAN) r —HEADER PER_/ EXTERIOR SHEATHING LOCATION AT PER NAILING • ' 7/16" O.S.B. 2x8 W/ (3) 12d SCHEDULE TB13 ON EA. SIDE TOENAILS EACH END SHEET 6 D ANCHORING2X BLK'G. /16"OSB W/ 6d 7AILS OSB " O 6d " R-13 INSULATION AT EXTERIOR D TO TOP PLATE:NAILS @ 16' O.C. R-19 INSULATION AT EXTERIORPSON SP4 2 X 4 #2 SPF KNEEWALL WITHTO O.S.B. NAILS@ 16" O.C. 12X EADER TO SIDE & TOP NAILER WOOD FRAME WALL PER FBC STUDS @ 16" O.C. W/TO SIDE &TOP NAILER SEE PLAN) ® ® AND ENERGY FORM SUBMITTED WOOD FRAME WALL PER FBC W/ 2 - Sd 2x W/ (3) 12d WITH PERMIT APPLICATION 4 SPFSTRUCTURAL SHEATHING ONAND ENERGY FORM SUBMITTED EA. END TOENAILS EACHBOTH SIDE FROM TOP OF WALLWITH PERMR APPLICATION 7/16" O.S.B. END TYP. EXPOSED TORNiERIOR 5IOR WALL 1 ACE)16" O.C. TO BOTTOM OF BEAM, ATTACHED 2x4 SPF CONTINUOUS EXPOSED TO INTERIOR SPACE) EDGE VIEW BLOCKING ATTACHED A. SIDE 2 X 4 P T PER NAILING SCHEDULE. (WHEN EXTERIOR WALL I STUD TO BOT PLATE: ' TO 7/16" OSB W/ (2) 8d 2x4 SPF CONTINUOUS SIMPSON SP4 SEE PLAN FOR NAILS. SEE DETAIL ABOVE BLK'G. TO O.S.B. BLOCKING ATTACHED BEAM SIZE / 2 - 8d EA. END TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE LINTEL � `L).' � 2x BUCKS SEE MS11 i BUILDER FRAME FOR MORE INFO T-0" MAX t✓ , 1/2 X 8 EDGE VIEW NOTE: HOLD FRAMING 1./2" ANCHOR BOLT RADIUS AS REQUIRED WINDOW OR DOOR OPN'G BACK FROM FACE OF BLOCK @ 32" O.C.--_'�q;2 TOR FOR SHEATING TO BE FLUSH S WITH BLOCK FACE 8" CMU WALL !''�` ryy 2x BUILD -OUT BEYOND WINDOW OR DOOR OPN'G c� r ri N.T.S. WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-0•' WF38 KNEEWALL @ ENTRY FRONT WALL N.T.S. N WF01 DETAIL @ARCH WINDOW FRAMING N.rs. [KFO:2 DETAIL @ ARCH WINDOW FRAMING ;. .� s c s PROVIDE 2x4 ON TO �� F L O.•" �'° *�" OF 2x8 TO BLOCK OUT 2 ROWS 12d @ �'B-®-a S S I a�b E OUBLE 2x4 TOP PLATE ATTACH w/ 3" O.C. LP`61 LL (2) 12d NAILS O.C. TOP PLATE i• (SOLID BLOCK w/ 2x6) m STRUCTURAL SHEATHING qB„ 7/16" MIN. NAILED W/ 8d 47/ 2x4 STUD COMMONS @ 3" O.C. @ 'I! EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE � BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS oUBLE 2x8 SEE GE05 FOR �` \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD �` ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �� I �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING T� I�` TOPPLATE W 8d 21/T x 0.131 NAILS (BIM. w/ 2x6 I �\( `� *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF g .�.,,.. co 12d NAILS @ 3" O.C. WOOD BEAM SEE BIMPSON HUC410 OR (2) m g� Q In OD TOP PLATE TRANSITION PLAN FOR SIZE ':(HUC210g�g" I TO BUILT-UP COLUMN s�03n o8�6�a z ?a PIPE OR DUCT w/ --DOUBLE 12d , ��- g w + +I Ili PENETRATION THRU TOP SPLICE ,!� � SUPPORT COLUMN BUILT-UP MIN. - B n I+ +I = (3) 2x4S OR 4x4 W/ (2)-IOd 5 s.� 4 € LL w ui y v) TOP PLATE w/ MORE o THAN 50% OF TOP a €' g ROWS 12d ^ NAILS @ 8" 4 x EACH PLY m 0 a 'm �S a ¢ o 2X TOP PLATE TO I 202 PLATE WIDTH INSTALL @ 3" O.C. , ,, (SHOWN AS 4 x 4) i € 5 O E � 9 - o o X GABLE END W/ 16d S SIMPSON PSPN516Z I ; (2) SIMPSON HETAZO's .� " W rR q to o NAILS @ 6" O.C. w/ (12) 16d NAILS TYP. �, ;, . s 31 it m d a �• ' , '' w/(12)-16d EA. TO COL 5 s- B �"" m J M7'(! ,'; 'M ALT: (2) MSTAM36 STRAPS s $ €' Z �' m'6 d a � I TOP & BOTT. , o �'G = U r -.1 - +'+ OTTOM SPLICE TYPICAL BLOCK , ,� CENTERED w/ (13)-10d NAILS E 0 8" v_) o I NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS WALL �:. Ea TO COL. $ " eD z u, + + + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ I°- 2X4 STUDS @ 24" O.C. TIE BEAM � � � $� www.FDSDUG COM ❑ ❑ ❑ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS /� O PLATE W/ PLYWOOD NOT REQ'D. WHEN QT SYSTEM IS APPLJED W z o 0 SHEATHING COVERING NOTE: Z n PLATE LENGTHS MUST BE AT 14�p Q LEAST 8'-0" LONG. TYPICAL in GE15 FALSE BEAM AT GABLE END N.T.S.WF17 TOP PLATE SPLICE DETAIL 3/4"=1'0" CD04 BEAM @RAISED ENTRY MASONRY WALL N-T-S.LO Z N [� m C�°'.. a 2x8 SYP #2 W TOP &BOTTOM ATTACHED W/ V u7e . (1) ROW 16d 2x6 SYP. #2m NAILS @ 16 O.C. RIPPED , m No o go BOX HEADER DETAIL _ c Lo 1 1+h 1N1Vi * CRIPPLES MAY/MAY NOT BE PRESENT. ¢ m Q'In 01F ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION ® DAM. HOMES (1) JACK USED AT EA, SIDE Q EACH SIDE OF 2X BLK'G. O.S.B. OPENING G.C. TO W W/ 2 8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d 5/8" X 8" EQUALY SPACED COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) PER SIDE INTO CMU AT NO BASE EDGE VIEW (D-0182' L-31/2")OR EQUAL (1)=0.162',L=31/2')OR EQUAL JACK TO HEADER, HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS I KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 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 � 511 PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE NOTES, I CONNECTOR REQUIRED PORT ST, LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2' LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) (3) 16d SEE PLAN Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR P4 AT 2X CRIPPLES @ IV O.C. SEE SCHEDULE THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. 24" O C COMMON FOR WLL W/ SIMPSON SP2 TYP. t� NAILS(TYP) HGT. TOP AND BOTTOM 2-ROWS 12d NAILS y}{ WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED@ "a FOR OVERHANGS GREATER THAN ' : FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS :, REINFORCEMENT REQUIRED) `r• F.F. OVERHANG V. CMU— . FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" I S . PER LOCATION--, �� © % r..// /r/// �.. • .• / 4�i�I �� O.C. �• • • ' -.61I [i 16dTOENAILS 'L CH END TYP. • • • • •. • :• • ' EACH END WALLS 12" C/C EACH 10' l-IIIFI11411.0c * WHEN STUD LENGTH FACE OR 3-ROWS COUNTY ISLESSUSE NAILS STAGGERED O LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 30 V STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE TH FILL ALL HOLES IN DOUBLE 2 x #2 z N d 0) STD S.Y.P. HEADER W/ O i 1/2" FLITCH PLATE W v U 10d NAILS @ NN HEADER. (U.N.O.) s" o/c TYP.LO CN J FILLING AND BLOCKING AS y DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD H¢ 1D2d O _3 CR o TYPICAL (U.N.O.) OF @ 16" C/C UNLESS f/�_ p FILE COPY 'Lu �I� m (n NOTED OTHERWISE J V / VI Model Name / Number: 2 x 4 STUDS TYP. '. 2508 SIMPSON HTT4 W/ (18) '�_ C MU 16d NAILS & A 5/8" V Plan issue Date: EXPANSION ANCHOR Thursday, February18, 2021 .(. W/ 6" EMBEDMENT U.N.O. GARAGE KA PROJECT NUMBER: STEP DOWN * * NREQURD"BEAMINGOT I @ P.T. BOT. PLATE 21-1858 WlTHWT UPLIFT NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WINDOW OR DOOR OPN'G Sheet: S 3 Of'. MS18 I RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1'-o" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX w • J ` SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ j , TO BE LESS THAN , OR EQUAL TO 45° MINIMUM 2"x4" ' CROSS BRACING (SEE PLAN FOR _ . .., .. ' LOCATION) ' BLOCKING ' (3) 12d -� PER JOINT CONTINUOUS LATERAL BRACING- - Nil NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d @EACH !, TRUSS WEB I 0itTOR Ads TB01 TYPICAL CROSS BRACING DETAIL N.T.S. T11302 TYPICAL CROSS BRACING DETAIL PROVIDE 2X4 MIN. BLOCKING ATFCYS E • �c®® CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D ;J M NAILS EACH END TO TRUSS TOP CHORD L L00 i fC A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING w' F L O w >e WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP �ls FS"lG ` to li' A IT _---- PACE G.T. SHEATHING a ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 92 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - OF HIPPED TRUSS W/ ~ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER leG.T SIDE OR BOTH IF REQ'D) (2) 120 NAILS MINIMUM (3) 12d de w ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING *SPACED AT 10'-0" MAX SYP TRUSS BRACING '2g. T,;� -.j 8 ro SEE PLAN g u� 00 rr Eppp 8 g�P Q 2 m 4JE 4E at 2X4 BLOCKING S��i m�Nti w a BETWEEN TRUSSES HIP TRUSS mod w y $ Q c v e tv y Y 8 `b � = $ TB03 HIP /RIDGE BLOCKING DETAIL N'Ts TB04 TRUSS BRACING OVERLAP DETAIL (TYP} Nrs grof wa-wU it o J w fi a 12 � 0] m 5 lagc LL S8'� 0 Du J N O 5y ° (] l] U Z g y/ Z o gg� a L 3 TRUSS NOTES: J 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 N QRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT M Z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY m CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT AREA. SO AS TO AVOID OVERLOADING ANY ONE TRUSS. •{--� w EVENLY OVER A LARGE SPECIFIED BY THE TRUSS MANUFACTURER ALL U O M 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN .ADDITION TO CONTINUOUS LATERAL BRACING LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20%0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. U O 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEIU NG ARE NOT C ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. Ln N � F- J SEE TYP. TRUSS BLOCKING DETAILS U — N E m •- SHEATHING 3 TO 4TRUSS 4A5 SHOVVN - 00 y O'rM TRUSS SPACES DIRECTION C y Q N o m Q:'W RUS m DAMS HOMES VERTICAL SCAB 2X6 N2 SPF 48" O.C. SEE (2)-1 NAILS W/ (4) 12d TOP & BOTTOM OR H5 SEC ON TRUSS TOE TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC133Q14C OR HCLR/LL IN PLACE OF (4) IOD B B /n REQUIRED 0 RAFTERS GREATER THAN 8'-0' 3000 GULFBREEZE PARKWAY DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA32663 SEE PLAN ouBLE PATOP TE TOP PLATE SCHEDULE FOR SHEATHING DETAILS LOCATION: DIVISION LOCA PRE-ENG. TRUSS SECTION B-B VARIES w ROOF 2x STUD WALL SEE PLAN SLOPE PORT ST. LUCIE ,- CONV. FRAMED RIDGE \ / \ / / � Job Information: MAYBE NNLEO w/MIN. VERTICAL SCAB 2X6 42 (4112d WHEN IT LANDS SPF 4W D.C. w/ (4)12d \ 2X4 SPF BLOCKING \ \ BETWEEN TRUSSES / / �"a,• I On NEXT TO PRE-ENG. TRUSS TOP & BOTTOM OR H5 OR —2 7r SIOE8 BIKING. NAILED EACH W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ @ 48" O.C. MAX. \ \ / / { y pp� REQUIRED w/(2)MTS12'S REQUIRED 0 RAFrERS GREATER \ \ / - ` B THAN 2x4 SPF BRACE A'�``�� ,"�ai:-.. C®UNW @ 48" O.C. - NAIL w/(4) \ COLLAR TIE \ 12d AT EACH END & I�oCC EVERY 3rd SHEATHIN � �- RAFTER \ \ ALTERNATE DIRECTION \ \ ' O 2X4 BLOCKING BETWEEN CB BEVEL CUTS . . `o TRUSSES W/ (2) 12d NAILS (O7RONAL) i C) C EACH END, CONT. EACH BAY B TB 2X4SPF W/W USSES 0 r i EAC07XH TRUSS ALTERNATING pg SCREW EACH TRU55 // //' SEE PLAN W N C.X OWOODR HS 13LDCVING OR H5 4S" O.C. / / ate. .V PRE-ENG. TRUSS \ / / > m 7 e� H N CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / z / 1 m N \ \ -H U/ SEE PLAN FOR CONNECTION SIMPSONA34 OR \ \ / / d 2X4 P.T. BLOCKING BETWEEN B \ \ / / / / FILE COPY O m ♦ n ♦ /� W DIAGONAL OD - 2X8 N2 SYPRIDGE BEAM TRUSSES W/(2}12d NAILS@ DIAGONAL 2U-0 ON CjEN1TER \ \ 2X4 SPF BLOCKING Model Name / Number: TRUSS EACH END MAX �(-j(- 2x6 RAFTERS @ 2'-0"O.C. BETWEEN TRUSSES \' \/ MAX. W/ 13) 12d COMMON TOENAILS TO RIDGE BEAM @ 24" O.C. MAX.W/ / \ WALL BELOW SPANS 2X4 RAFTERS \ / , ,\ (3)12d EA. END (TYP.) 2608 (SEE PLANS FOR TYPE) 4 Fr 0 2'-0 O.C. MAX W / 3) 1 DAN MASONRY SEE PLAN COMMON TOE NAILS TO RIDGE BEAM S EEL 2X4 STEEL WOOD . Plan Issue Date: G - T & B CHORD BEARING SUPPORT CHORD D Thursday, February 18, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE VI KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-1858 2x4 S.Y.P. @ 16" O.C. Sheet: S � Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. T11315 I EXTERIOR NON -BEARING WALL DETAIL N.r,s. ROOF FRAMING AND BRACING DETAILS Maximum Fastener 5patlng (lambs, Mead and Bill) G� C E THERMA-TRU INSTALLATION \\\\\\X KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. Ali SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE r,„ 6„ 3n 3" �3" 3n ' III - _ - III f r I 3" 3F 3, T"6 3„ 6 6,r DOUBLE DOOR W/ SIDELITES PA VE 6, WAC E :VEN LY D 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. e-� TOP OF SLAB -- - - - -- DO Z I -o -li ° f , Ir - it d °1 16" MIN. DIAMETER g I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. SPACE EVENLY u by cermedng ,M not Fall wM,U, Y 6" Of Embetl ea%h ehne valley centerline In a 2" ee atri Mf eem{I i'B omen:. , Cut 2" diA0.%"I uH'Uppa orle, o�dm. fIi#Je. , Cut shingea 2- " aEALANT U NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. ore), a • %\ P�tOocM / T" _ �s to use in 5th(oaR valley centerline ------------ SHINGLE INSTALLATION GUIDE 0ret`k Uw�O Be C%Drae 6Cow � E 3c OOFMIos , qw NSLcO`sa 2g' ROOF CRICKET: — MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EXEER. WALL FINISH AND EXTENDING A LOCATIONS IAMIMI:M Or 6- ABOVE 0° X 0- H GALV. WRTCAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO ROOF SHINGLES 6" X 6" H GALV.r iSEALANT FLASHINGCONTI FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FLAsnIRGIGr/1I}�,yll AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION eaVee about 1/2' If dll edge Is uaetl, Gr about 3/4 If no drip edge Is used. INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW \ AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH � DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X VI OO10 FRAME RY OTHERS SHEATHING—,, BY-OT-HERS CAULK BETWEEN " ti FIN &SHEATHING EXTERIOR CAULK BY OTHERS O.A. WINDOW` HEIGHT EXTERIOR i icy r , w':Jall 11/2" MIN. EAM1 DAWNT +6 WOOD 6CREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R90528.5 MP EDGE. 9iwM DRIP 1,00k Al EAVES AND[MHLES OF 'H mui1 Root S. OVERLAP TO BE A MINIMUM r SIR (16cm). OWE DRIP EDGE SHALL EXTEND Win BELOW SHEATHING AND EXTEND BACK ON THE RDDFA MMVMLM OF an. DRIP EDGE AT EAVES •HALL BE PERMITTED TO BE INSTALLED EITHER DWR OR UNDFR THE UMERIAYMENT. IF INSTM I ED NER THE UN]ERLAYMENT, THERE SHALL RE A MINIMUM 4in WIDTH OF ROOF CEMENT INSTALLED 1VEH IHE UWP EUf# FLANGE. URIP EOGE SI BE MECILW ICALLY FASTENED A MAMfV UM DF 121n ON X T:R. WHER-THE Vast AS DETERMINED IN ICCORMgE warn SECTION R30L21.31S Ito MPH 177 KM/HR OR GREATER OR THE MEAN ROOF HEIGHT _NCEEDS 33 FEET I10A58 arm), DRIP EDGES SHALL SE MECHANICALLY FABTFNFD A MANNUM DF a INGHEa IMl CENTER -.-_-__ Er Spews -IL____! Btterkr RXed vim WInmW d Wall Framing: #25pruce/pine/Ftr Or a Silicone #10 XI-1/2, Screw Minimum Peneara or, 1-3/8 C mss 5ection V New 'r Mrino. ( tf2- SiHmne E04or Sheathing plvuea the blocks bon srz-chow and et'rer dar F e v.V1 co UUL io:: is ceMoiL Sew Measure to be sure the opening is 3(8" M SR larger than the window sift both veNWly and horlrantally. " YOU may wish M pre -drill Me installation Mks In the An a Ms time. #le pepurdied yMesyP fire mmosy mr as aw aranoT Step 2 APply a gamrous bead of sllkone to the bedldde dthe mowing An. Ike aWgh gN IDIR to suiloedy AN all wds between the fin and the wait sheathing. Step 3 Insert the widow imp the opening tram the outside. The wallow is labeled inside^ and "outside", but #t/hse labels have been removed, the glazN bead should always be to the made of The build . Step 4 Install shims under the sill, adjusting there SIR the unit Is plumb In the openag. Shims should be Installed under the sal every 2 feet. The whdow should be basically awtleed in the opening with no more Man 114" gap between the window and wall fram . 5 Install a#10 X 1.12'screw A- from the me of the fin a eld end of the heed, sill and both jambsh Rep Instaltthe remamirgfasteme;da" Increments from the earner screws to Mew ofeach hams member. Use sure not to over. boom the screws and PAIN them through the M. Alm, make sure the Screws go in Straight and do not muse Me hams to bow. Well hamlng should be a minimum of #25pnke "Fir, Faster SIDI#10 acrewsdsutfitlmt to achieve l-3I8" penetralion brcothe MR andno lam than 112*firtem'dipsoffiranning, FaamanrnNzrMHx newhi In wvh albs charm Meehlaw 0.°mxim Step 8 Udesired, a foam insulation an be applied to the interior gap between the window and well framing. If applied, #asmustbe Me NON EXPANDING 7VPE MAN, Step 9 Since these windows are typically used in rooms With high mpsoure, It, be brooms, it Is te,,w,ded that the interim gap between the window and wall framing also be sealed with sakere and toned m as not to Interfere With the imstzaetim of walNXrard, the or him, Step 10 Once all construction Is complete, remove the bubble wrap from the inside and olASde of the Window. If necessary, dean the blocks with a mild detergent and warm water using a nth cloth. 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 Pressures Method Roofing: DADE 1st Choice COUNTYAPP. IKOlndustrues,Ltd Cambridge AR NAIL SHINGLES W/12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: m a o S �R g � ,ggG�m F V«h, '• III I. t0 tO I� OD W T- 08m eggs 0 -�� d G8 gag wm,Nf a: =mg_4 w 0.N ,� c ® 0 O=IL 5 al a 3 - 3 g- * IL Z� ire 0.8 d a Approval # xis m9 ❑ ❑ ❑ wWW.roSCAG.COM� z7006.1 RR-SO Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZEO RING SHANK ROOFING NAIL, Products Inc. "Off-rld event" "PICAL MAX. FL21580.1 R-2 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAM KO No. 30 UNDERLAYMENIT SHALL BE APPLIED AND FL1232 -R8 PROD UCTS L 0 SP A T T C FELT ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA, x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 83x 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA 7R,U-CORP. R NSW NG ED 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 THERMA TRUDO FLUSH FL20461.19 2nd Choice +67.0/-67.0 FIBERGLASS DOOR8E OUTSWING AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 1st Choice +0/-146.3 The Tapco Group 7" Staggered '"` "'"`WH'"""""" re""r""' NAILS 1/z" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS FL20403.17 N.A. Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. 2nd ChoicN.A. SHALL BE BEYOND WALL DRESSING Windows: 1st +40/-50 MI WINDOWS �J 35 0 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 Choice Singe Hu (fin) ANCHOR WITH MIN. 1 A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3540 SERIES HOLES N0T DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Singe Hung (flange) OFSUFFICIENTPROVIDEEMBED. INTO FOOD BUCK. FL 17676.8 R9 3540 SERIES INSTALLATION ON THROUGH BUCK USE #S +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 134" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS llion k1-926 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 MUIllon EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R 6 WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 48 SCREWS OF SUFFICIEf�Li�j. Tgl w 'MIN. EMBED. IN70 WOOD BUCK. r �L Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 ISOFFIT VINYL RECTION OF SOFFIT LENGTH Hurricane Panels: HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP V4%20 MALL PANELMATE W/ FL16293 R3 46 PSF EXT/ Galvanized 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Storm DIRECT AT 12L/2" O.C. BOTTOM 1/4"-20 SIDEWALK Panels SOLTw/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 _ Name: Luis Pablo Torres Certification Number: FI. # 87864 _ Name: Certification Number: z 8 0 Z V Q J1j J N a z n t' m to U w a U 0 ULA V) c Visa Ln m H— �C4 E rA=Ida: so I x m V �� DO a Y Q O �Ia N 6 0�8 l DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI_E__ r JJob Information: I O I— z e t LIj V > u) 3 m � C0 a N m d- .: V) J W 04 0 J m (na. / F Model Name / Number: 2508 Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 214858 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) U1 FASTEN AS FOLD FLASHING REQUIREMENTS NECESSARY IN NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & RESISTIVE BARRIER WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING ., / TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS WEATHER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weaher-resistant exterior wag envelope. The exterior wall envelope shall Include flashing as described In Section R703.4. �RESISITIYE WINDOW UNIT BARRIER s WOOD FRAME CONSTR. SLOPE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the TAPE -- EXTERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN "21"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF FLASHING accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as wired by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. " OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 crn : 30.5 cm) -ADHERED WALL BY 61N. UP JAMB 0'. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 for Type felt or approved over studs sheathing all exterior walls 15 bender shall be applieddover _ beother e ont lly,with t asphalt fent shall lea applied horizontally, with pia upper layer lapped Over the lower layer not 1e5s than 2 Inches. WharO l s Where U WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. f WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. feints occur, felt shall be lapped not less than 6 Inches. Other approved materials Shall be installed In accordance with the water -resistive banter manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water -resistive BARRIER SEAL TOPS OF JOISTS 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 UNDER DECKING manner to most the requirements of the exterior wall envelope as described In Section R7031. (SEE DETAIL WP07)lu 1' 6UBFLOOR SELF -ADHERED FLASHING '�ii 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 HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH Detail Instructions equivaiant to two layers of Grade D paper. The individual layers shall be installed independently such that each layer a separate continuous flashing In RIM JOIST provides plane and any (Installed accordance with Section R703.4) Intended to drain t. Cut, fold u &tam temporarily secure weather p e resistive barrier above treader t0 allow for gashing installation Refer to the number marked as #f in each detail that corresponds to a O p0 ih to the water -resistive barrier Is directed between the layers. 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list of Instructions below: Exception: Where the water-resiative barrier that is applied over wood -based sheathing has a water resistance equal to or resistive barrier 3. Fold weather resistive barrier back over head flashing and O PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 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. seal with tape 2 o 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize Scoring Cuts R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle-fashlon 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. AN flashing shall be applied In a manner to the entry of water Into the SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW W P 01 SELF -ADHERED FLASHING W P 02 SELF -ADHERED FLASHING FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER W P 0 3 5. Remove all release paper per standard installation instructions and prevent wall cavity or penetration of rhg components. Self-adlnored membranes used as flash) shall com I with water to the building structural framing flashing comply adhere to substrate using a square piece of flashing material (6" x 6" AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or for EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) greater proper Joint expansion and contraction, ASTM=81, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In EXTERIOR SHEATHING -� a14"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB &HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit flashbngs shall be Installed at the following locations: REFER TO TECHNICAL LETTER ON CHEMICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WPOI) Corner tight t0 g 8. Mechanically fasten as necessary 1.Extedor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the COMPATIBILITY SCORED exterior wall finish or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible fiashings Shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed In accordance with one or more of the following: SELF -ADHERED FLASHING SELF -ADHERED FLASHING, EXTENDAMINIMUM 6" �-v • EIE AS E FOLDING,EHTO SCORE M)S aE�EnsE rqE STOExrosE aoREslvEAs SHOWN) 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications prof addressed In the VERTICALLY FROM BOTTOM OF fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing THRESHOLD Instructions Or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. 1 e ' MECHANICALLY FASTEN AS Pon flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to SECTION -A NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashingshall Incorporate poste gashing or protection (SEE DETAIL WP02) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. - SELF -ADHERED FLASHING OO �A /�-� / ,�� V, � 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 2 WDMA 300 or FMA/AAMA/WDMA 400. SELF -ADHERED FLASHING 55 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with NAILING FLANGE protecting lips on both sides under stucco copings. p 4 DO NOT FLASH OVER - 2 SEAL TOPS OF JOISTS DECKING 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously trim. BOTTOM NAILINGUNDER 8 above all projecting wood FLANGE (SEE DETAIL WP07) 2 % 5. Where exterior porches, decks or stairs attach to a wall or floor assembly Of wood4rame construction. SELF -ADHERED FLASHING HALF ROUND WINDOW IWPO4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK IWPO5 SELF -ADHERED FLASHING W P06 G. At wall and roof Intersections. INSIDE CORNER 7. At built -In gutters. _ SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING 7/8" Cement Plaster Cement Plaster in accordance with in a n accordance with ASTMC926 - - SELF -ADHERED •' " ASTMC926 FLASHING PATCH ^` Felt backed metal .. Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING with ASTMC1063 - with ASTMC1063 DECK PROTECTOR a Building Paper Building Paper 7/16" O.S.B. 7/16" O.S.B. WIN sheathing ;. sheathing DOUBLE SINGLE JOIST JOIST SELF -ADHERED FLASHING , Metal Keep top edge SELF -ADHERED FLASHING 1 Flashing g of weep screed 2" below top of 2 3 1/2" block 3" MIN J ,.-� Unperforated,' 4 Flange 7/8" lcum Weep Screed ttom ceuk bottom 2 O 5 joint only Maintain Bottom of Metal Flashing SELF -ADHERED FLASHING \HO.8362x;DECK JOIST W P07 SELF -ADHERED FLASHING OUTSIDE CORNER WP08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Wee Screed 1 112 to 2" 3-1/2" Unperforated Flange 7/8" Weep Screed INSTALLATION OF THE BUCK/RECEPTOP, Above Roof Sheathing 1/2"llous Dec rative Finish Decorative Finish ,b'• ••o, All Inside and -'--- outside corner will -EXTERIOR �_ WINDOW UNIT o need to be miter CEMT. FIN. cut and caulked all BUILDING PAPER Cement Plaster in accordance o o •, butt joints need to SLOPE SLOPE with ASTMC926 becauiked using SLOPE 0.3 in: 12.0 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood 2nd floor Vulcum Caulk for all (0.6 cm : 30.5 cm) 30 SELF -ADHERED FLASHING WIRE LATH ". JaL.L4r''.. SELF -ADHERED FLASHING ~-- EXTERIOR . ..��'c®u�' : CEMT. FIN. BUILDING PAPERROM WIRE LATH 1/2" Cement Illy T SELF -ADHERED FLASHING Plaster Finish WIRE LATH N Block 2 1/2" Perforated BUILDING PAPER �' • • Flange 1/2" Weep BUILDING PAPER Cement o Screed Plaster over block E EXTERIOR lstfioor ' WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 2 3 2 3 ONote: 3 The building paper and metal lath SELF -ADHERED FLASHING LWP 10 SELF -ADHERED FLASHING W P 11 SELF -ADHERED FLASHING must be Installed Over the top of �- WEEP SCREED DETAIL CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL W P 12 the Weep Screed. SCALE: NOT TO SCALE 10f in''i C 61 \AD S� '•, i or 0 0-0 � �X , F O R�,•'� I Ill ��t 1011y�'' N co to S J CN to Ft,5m� F � cc a ro Q q� sJJt Ju JJx €$�¢ LL li LL M ss0 0 w � �if r r py a gm a & io ppi all J6 -¢2� @3Z C13 b ❑ ❑ ❑ nvnw�.wsavc.COM O 0 S ' / WWW Z M Z S /� ♦ c- ¢ .-i - In V' Z N to CO ro i Q1 - LL �1i- J W V tl Q�- c If!) U - N E x�ti� c J�ee N�o ¢ N O to DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: LFr_ O F zLO iu LU r` m U 6 U N N 7 z 0_JLL^1m N _I m u) (1) co a VI Model Name/ Number: 2508 VI Plan Issue Date: Thursday, February 18, 2021 VI KA PROJECT NUMBER: 21-1858 Sheet: W of: WATERPROOF DETAILS