Loading...
HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: II►17�I: 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 "BUR-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 0926 AND ASTM C1053, 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 14/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY; CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER. SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7,2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM 0226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO. MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1 R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING,SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT, FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLARMING SHALL EXTEND TO THE SURFACE OFTHE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS, MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP, BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LOS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OFTHIS PRODUCT. IFCONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACTTHE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F' OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE IN, TYPE 2, CONFORMING TO ASTM C9D-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476.10 WITH A MAXI UM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192.DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND. BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR 17) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP. OF WALL. WOOD CONSTRUCTION 1, ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE. STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSONHSS2 STUDSHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED.GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. S. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN', DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. E FOLLOWING MIN VALUES U.N.O. 8: ALL ENGINEERING LUMBER TO HAVE THE PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE 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 OSS FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. R OR15 2" RATED OSB EXPOSURE 1 G: 7 6" STRUCTURAL I OSB EXPOSURE 1 WALL SHEATHING: 1 / A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN. PANELS AT �DGES AND END JOINTS TO ALLOW FOR EXPANSION'.. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURALPLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INOREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD'.. LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, 5.,-TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIRCATIONS 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 SNOWING 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 CONNECTORSSUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE 7TH 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 7017, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI $18-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 201S EDITION APA PLYWOOD DESIGN SPECIFICATION E30.16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN. MANUAL -AAF-20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/12O ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I- JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN. **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF, TOP CHORD LL 20. 20. 20 20 TOP CHORD OIL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROMEOR 0 R INDICATED ON PLAN 0 GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF). COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL O (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 - STACK ROOMS 60 (PSF) 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 TOR f. BALUSTRADE AND PANELS FILLERS. SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLI ED 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 RISKCATEGORY II BUILDINGTYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE .COEFFICIENT +/-.0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OF7 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 W 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+j 26.5 20 (-) 28.8 (-) 34.4 O 0 e 50 (+) 24.8 (+) 24.8 'D O 27.1 0 31.1 � 0 (+) 23.4 (+) 23.4 100 (•) 25.7 (-) 28.8 - DIAGRAM GARAGE DOORS* SOFFIT 9'-0"x7-0" 16'-0" x T-0' ',. (-) 51.3 +) 24.3 (+) 23.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. ND ZONE S O L /I -0 0 0 U G "a" = E E I ONLY W N 4' FALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, - OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS -!REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO 1 2 3 4 5 6 S-1 S-2 S-3 S-4 S-5 WP M-1 TI TLE COVER SHEET FLOOR PLAN FOUNDATION PLAN ELECTRICAL PLAN ELEVATIONS TRUSS LAYOUT LINTEL PLAN DETAILS DETAILS DETAILS PRODUCT INFO SHEET WATERPROOFING DETAILS HVAC FIELD REPAIR NOTES IGENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS. MAY BE SUBSTITUTED WITH 1/2" DIA: EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Deslgner/Englneer listed In the titleblock of these documents that these documents be accurate, Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. providing Professionals clear information. Every attempt has been made to PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. " E 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6 D0 R LONG BAR INTO " P AT THE LOCATION F TWE OMITTED EBAR AND INSTALL A 32 O G #5 0 4 DO NOT SCALE PLANS. DIMENSIONS TO BE FOLLOWED AS INDICATED, prevent error. The Builder o are required to p rand all subcontractors THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S S. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to .(SIMPSON INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Des(gner/Engineer are not responsible for any plan errors, omissions,or misinterpretations PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO TF E .MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Englneer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (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 a WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) /*"x 2'.6" TfTENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE RESPONSIBLE FOR THE INDOOR AIR OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality MASONRY AND (7}LOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 0 LEIS (USE (2) MTSM18 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS QUALITY, TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1 4" X:1.1/2' SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS AREPayments 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 will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. CODE REFERENCES ARE SUMMARIES CODE SECTIONS. 5. IF MISSED; MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) COF SEE FBCR (CURRENT VERSION)ON) FOR COMPLETE CODE INFORMATION. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGHSTRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. a d GULFBRE ZE PARKWAY GULFBREEZE, FI_nRIDA 32563 1. 1�,_ ..,�. , . ,_ , :.,,.,.,-,. ,,, =tea- ;�., ..,,.y,. .,;-. - ,,``.OitTOrr �4p,oi Q�� •ENS ' �S T 4 H[ No 8 # ( O till,, E .,.. "'" � to a 0 g 8.g € W ono 00 8 O 15 � d � $$ 9 ._ Q N 2 r W gP B= 0 u 3 a= 00? or 2 M a a �'S < e 'a 2 a S oU coo WNW.PUSaV6.COM IN Gg Z p"� G` Z N p Z {.L d N - g Z N m to w a 0 m 11 V O w2 N j U J N �r :o yy NObO W `AA.YQ YAk�C'Q FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GLILFEIREEZE PARKWAY GUILFEIREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE: Job Information: 0I LLJ 0 N � 0) M �0 O tl ®JLLIZ) m o J 00 Cn 0 ® I Model Name / Number: 1780 VT Plan Issue Date: Wednesday, January 20, 2021 VI KA PROJECT NUMBER: MOE)EL 1780 Sheet: 21-0180 Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(pifl BWl is. (2)16d TOENAILS (2)led TOENAILS SPF NO NO UPUFT BW2 1s. SP2 W/ (61-100 SP1 W/ (%10d SPF 402 STUD, (6)10d PATE STUD, (4)10d PATE BW3 is. (2) SP2 W/ (6)10d. (2) SP1 W/ (6)10d SPF 803 STUD i8d PATE STUD, (4 1Ad PLATE NO BW4 16" (2) ISO TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (Bpiod SPi W/ (61-10d 18" STUD B Jon PLATE STUD 4 SOd PATE SYP 439 BW6 (2) SP2 W/ (6) J.Od SP1 W/ (S) J.Od 878 �" STUD 6 10d PATE STUD 4 10d PATE SYP NO BW7 12" (2)16d TOENAILS (2)10d TOENAILS SPF UPLIFT BW8 SP2 W/ (6Yi0d SP1 W/ (6)lOd ]2" STUD, (6) 10d PATE STUD, 4 10d PATE SPF 535 1 (2) SP2 W/ (6) lOd SP1 W/ (%10d BW9 12- STUD, (6)10d PATE STUD, (4)10d PATE SPF 3070 BW10 12" (2)16d TOENAILS (2)i6d TOENAILS GYP 0 SP2 w/ (6)40d SPs W/ (0}10d BW11 �" STUD, ( 10d PATE STUD, (4) 10d PLATE SYP BW12 12• MD, s)/10�d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED DOUBLE 2x TOP PATE TOP OF WALL C SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSD3/S1 FOR NO UPUFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN W-O" SCHEDULE ABOVE F.F. SEE FOUNDATION �'. PAN FOR MORE 2x P.T. W/ 1/2" A.a 0 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2' A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN., REQUIRES MIN [ ALT.: SIMPSON 1/2" TITEN HD a 32" O.C. 7/16" O.SB PLYW'D SAMEEMBEDMENT W T 4"oo Sd NAND IN FIELD AND EDGE. SEE G BRG. WALL DETAIL EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2A STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PACE FOR THE SP3 AND TED IN SCHEDULE ABOVE SP2 INDICATED CA b. IF INDICATED ON SECOND BOORBASE CONNECTION TO IGNORED. SEE ER NNE R nd FLOOR TO VVFO8/ 3 INDICATED DETAIL FOR PROP CONNECTIONS 2 WRST OJ FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) FLOOR C 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/18' CBS PLYWOOD W/ Ed NAILS AT 4' O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE BW1. BW4, BW7, SWIG THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PATE AND THE 2x PATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2DRIVE ONE NA& AT AN ANGLE THROUGH THE STUD INTO THE PATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) C1 is) 2x4#2SPF (4)-S6d TOENAILS 0 C2 2 x 4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 1 1/2- 2145 (3) BOB SCREWS 03 (3) 2 x 4 SYP #1 -Oil- (4) -16d TOENAILS 0 Q (4) 2 a 4 SPF #2 DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4' X 11/2- 2W BIDS SCREWS C5 4 x 4 P.T.#2 ABIJ44 W/ 5/8" ATR*" G = SM SYP POST & (12) - led NAILS 6 x 6 P.T. #2. ABU66 W/ 6/8" ATR" G -. 12000 CB SYP POST & (12) -100 NAILS U = 23W ax8P.1.#2 ABUBSW/(2)-5/8"ATR** 6=24335 07. SYP POST & (18) -164 NAILS U = 2320 FiCB 3.5 x3.5 P.L. 1.8E Fb-24DO PSI HOUBSDS2.5 W/(14)1/4'x 21/2' SOS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR'* 3.5 x 5.25 P.L HDU58DS2.5 W/ (14)1/4" x 1.8E Fb=2400 PSI 21/2" BOB WS & 5/8" EXOPY 5648 WOLMANIZED IF ExT. ANCHOR, OR ATR*' C10 3.5 x 7 P.L 1.8E Rb 2400 PSI HDU&SDS2.5 W/ (20) 1/4" x 21/2' SDS WS & 7/8' EPDXY 6970 LMANIZED IF FAT.) ANCHOR OR ATR*** CT1 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDUBSDS2.5 W/ (20)1/4' x 21/2" BOB WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L HDUBSDS2.5 W/ (20j 1/4" x C12 1.8E Fb=2400 PSI 21/2" BOB WS & 718" 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 PAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/8.3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/8' ATR a^ EMBEDMENT FOR 7/8" ATR S. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTON IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LBE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DOL / LENGTH PNEUMATIC GUN COMMON v4. GUN APPUCATION NAIL DIAAENGTH NAIL SPACING Ed 0.131" X 2 %" OA31' X 2 %" SEE PAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0-131' X 3' SEE PAN BLOCKING & TOE 0.149" x 3 %A 0.131' x 3'd' NAILS & TOP PLATE 12d OA48" X 3IA" O,i31' X 3IA' 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 1od 0.148" X3" 0.131, X 31 8. O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X31&' 0,131'X3"A" (2)16D(COMMON) SEE PLAN (3)160 ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5- W/ 1/2" FLITCH PLATE THIS SHEET H2 SYP W1FLITCH SEE GENERAL HEADER NOTE #5 112" PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2"FUTCH PLATE THIS SHEET H4 (2) - ZX12 #2 SYP SEE GENERAL HEADER NOTE #5 WI1/2" FLITCH PLATE THIS SHEET (0)-1314"X 111/4 ATTACH TOGETHER W/(2)ROWS 114"X31& H5 LVL 2.0E Fb=2600 PSI SOS WD SCREWS 0 16" O.C. TYR EACH SIDE (2) - 1314" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1 W X 312' H6 LVL 2AE Fb=2600 PSI SIDS WD SCREWS 016" D.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. 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'-V (2) (3) (2) .. (2) 10'-0" - 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" 0:@r ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN AU_ HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED. CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS 12) • 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OBB BITCH PLATE. MIL SIMPSON LSTA380R (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012' OR (2) SIMPSON NETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16 CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) M OSS FUTCH PATE. NAIL BEAM TOGETHER USINGOR SIMPSON HMO TO WOOD POST ROWS OF NAILS ®12" (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 X 12 #2 SYP W/ 7/16" CONNECTION; PROVIDE 12) M3 058 FLITCH PATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON NTS20 TO WOOD POST ROWS OF 12d NAILS ® 12- OR (2) 81MPSON HETA16 TO CMU O.C. TYP EACH SIDE COL, U.N.O.ON ROOF PLAN. -(2)- 13/4' x 111/4' LVL. CONNECTION: PROVIDE (2) 2,0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS TO WOOD POST 1/4' x 31/2" BOB WOOD OR (2) I PSON CMU OR (2) SIMPSON HETA36 SCREWS D 16" O.C. TYP. N. COL. U,N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4' x 117/8" LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS �MPE ON LSTA24 OR (2) x S 1/2' SIMPSON HTS20 TO W000 POST SCRE1/4' "BOB.W000 @ 18" O.C. TYP. OR (2) SIMPSON HErAL6 TO CMU EACH SIDE EACH SIDE COL U.N.O. ON ROOF PAN. (2) -13/4" x 16" .LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) fv1 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 114" x 31/2" SCS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' D.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4' BEARING EACH END) 2. SEE" FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRrrTEN APPROVAL FROM THE E.O.R. FLOOR PLAN SCALE: 1/4" =V-O' I ELEVATION REIn 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 ( -29.9 © +27.6 / 37.0 +26.5 / -28.8 O +26.6 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +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 Bt ARING FRAME WALL ALI,2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1• R402.5.1 Door from garage Into house must be a Minimum 13/8" solid wood door, solid or h@heycomboore steel door, or 20 Minute fire rated door. 2• B@throom exhaust fans must vent to the exterior of t%@ building, exhaust to attic space and soffits is not ag%prtable. Ventilation shall be permitted to exit through tit@ soffit if solid Soffit Is Installed 5'-0" on each side of th@ venting. 3. R802.6 The garage shall be separated from the n@@Idence 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 Xgypsum board or equivalent. Where the separation Is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12,7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less then 24 inches above the finished floor and greater than 72 inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of tita following [3 listed methods]. 5. R308.4.2 All windows within 2'-0" of doors and In shower or tub areas will be safety tempered glass. 6. Ceiling for exterior entries and covered porches to have 7/16., span rated OSB nailedper zone on roof diagram nailing schedule or 5/8' COX. IX T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and craw[ spaces) shell be weatherstrlpped and Insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specifled In sections M1502.4.5.1 through M1502.4.5.3 9. Ceilings for exterior entries and covered porches to be 7/16" GSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be allached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw Shank 3" D.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer Specifications y I r'�,�,/ A\nAMC YAillAWC FLORIDA CONTRACTORS LICENSE NO. CRC133Oi46 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE REVIEWED FOR 0 Job Information: 0DE COMPLIANCE ST". L.UCIE COUNTY' O Z O Ti C � LO M .i II`IL#x�ra COPY C) bb a N M e ' ' D_ o Lij ('0 o MJM /z) ® Model Name / Number: 1780 AREA CALCULATIONS PlanlssueDate: Wednesday, January 20, 2021 list FLOOR 1780 S.F. ® KA PROJECT NUMBER: 21-0180 TOTAL LIVING (AC) 1780 S.F. GARAGE 591 S.F. Sheet: A Of: COVERED ENTRY (BASE) 38 S.F. L FLOOR PLAN COVERED PATIO/LANAI 117S.F. TOTAL AREA UNDER ROOF 2526 S.F. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. REINF. GRADE SEE PLAN Cq Z .r, N � 4.. .V•" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. I I OPTIONAL CURB FOR F.F. VARIES MASONRY 0 ELEV. 0'-0" ; "•;,; _— - - - W/ (1) - #5 BAR CONT. 2 STORY: 20" X 20" REINF:: t0`I j' " W/ (3)- #5 CONT.' 16" (2) #5 SEE PLAN rr REBAR BEARING - FM01 I SINGLE STORY FfG sir=1'-0" FM02 I SECTION @ GARAGE nminr. SEE PLAN F,p to S" (1) #5 REBAR CONT. FM03 ITHICKENED EDGE 11/2"=1•-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR: FIN. FLR- ALIGN DRIVE W/ BOttOM OF ' RECESS & PITCH DRIVE N ' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ 3) - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/lO W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD RBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR RBERMESH OR NERA14 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 0 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 L.N.O. TYPICAL ABV. SLAB. HOOKED Fri DOWELS 17" EMBEDMENT W/ 25 EXT- ABOVE SLAB. 5 REBAR 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1/2" = 1'-0" 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION, 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R4031.4.1 THROUGH R403.1A.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITYAS DETERMINED BY ASTM-1557 ( MODIFIED PROCTOR) IN = 1'-0" EQUAL UFFS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. MEW =sd HIM all, N IS MARK SIZE .DEPTH REINFORCING FLD 110" X CONT. 1'-0" 2 05 E.W. SOT F2 0 2'-0" X 2'-0" V.O. 3 #5 E.W. BUT. F2.5 2' 6- X 2'8'. I.Q.- 3 #5 E.W. BOT.' F3 0 S'-0" X 9'-0- 11-0' 4 #6 E.W. ROT. . F3-5 3'6" X 3'8' 1'-0". 4 #5 E.W. BOT. F4,0 4'-0" X 4' 0' 1'-0" 5 #5 E.W. BOT. F4.5 4'4i^ X 4'A" VA' 5 #6 E.W. BOT, F6.0 5'-0" X 51-0" 1''4" 6 #5 E.W. BOT. F6.0 61-0" X 61-0" 1'4" 7 45 EX BOT. LEGEND 0 -INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 1 FM11 I STEP DOWN BRIG. 1/2"=1'-0" FM12 STEP DOWN NON BRIG. 1/2"=V-O" SEE PLAN ------------------------------ OPTIONAL CURB SLOPED GROUT.° OR MASONRY AT TO DRAIN 4"x 4"x 16 o N +- TYP. SEC. ELEV. 0'-0" WITH CURB (1) #5 BAR CONIT.� �8' (G.C. VERIFY) a0'� z� F.F. REINF. iD " I♦. - - ,• , . (SEE PLAN) 2 #5 CONT. INSTALL LINING` ` - * r-"'*) w 2 45 BENT BARS W/ w w MIN. 25" LAP SPLICE - MATERIALS PER l^ -.. " .. vl �n , , ,' . °, FBC-R P2709.'2 MUDDED FLR. 16 SLOPED TO DRAIN #5 CONT. MIN. FM14 I SECTION @ RECESS SHOWER 1/2" = r-0" FM18 TYP" STEP FfG. DETAIL 1/2' ALTERNATE: REINF. GRADE THE REINF. BARS SHALL BE #5 CONT REINF. SEE PLAN CONTINUOUS AROUND CORNER SEE ND. FOR E BY COLD BENDING THE BAR WITH .. QUANTITY - . ' .... MIN. BAR LAP OF 25" ; • � #5X 25" X 25" �+ CORNER BAR ONE FOR EA. HORIZ. iv REBAR, TYP. U.N.O.' (2) #5 REBAR 16" 4/ PVC SLEEVE CHASE 2 STORY: 20" X 10" THRU FOOTING W/(3) -#5 CONT. 0M19 TYP CORNER BAR DETAIL 11/2"=s-o" FM23 TYP FND PENETRATION 1/2"=1'-0" STEMWALL SCHEDULE STEMWALL HEIGHT (II) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b1 STORY b 2 STORY 0'-0"-2'-0" S. 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'4" 10" 10" 20" 24". W/ (3) #5 BARS 67" 5'-4" >3'-4" " 4'-0" 12" 1.2" 32" 32" W/ (4) #5 BARS 845# 4'•0" >4'-0" - 5'-4" 16, 16" 48" 48" W/ (5) #5 BARS CONT. & #5 018 O.C. TRANSV. 11620 2'-B" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX F.C. SPACING (O.C.1 W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #6 HORIZ. CONT. TIED' - EA. VERTICAL REINF. SAR— #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT, TIED' EA. VERTICAL REINF. Sp - FIN GRADE - TO TOP OF STRIP FIG. COMPACTED CLEAN FILL IN MAX 12' UFTS — STRIP FTG. W/ QTY OF REINF. PER. SCHEDULE (3 SHOWN) 4. COVER. FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, IAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FISERMESH CAN NOT BE USED AND C. AEIV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO UV SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM -SEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #g CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 0 16" '.. C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h . TALL (TYPICAL ALL CORNERS) A. 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFAC WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" T NITS 2000 7200 110G0 15600 21500 28000 346DO 42500 61500 3" TO SANITARY SEWER PLUMBING RISER c T: 50'-0" F2.5 F3.1 0 m Kxxxxxxm t ^ r - - n --------------------------------- ----, _ 11 3X5 „ II F.G. 11 4 IL- - - - - - t3lSLOPE , L I 2'-0^ 4'3" t , F2.5 i 1 r`�{ ' 5'-0" 3'-B" 41 i C 0 i STEP DOWN 4" Of �P o , o - m 3'-2" 2'•11'fz" 7'-2°h" IIHVACIII. VT LC =�-Jy �'' I TUB II W ' ■ p i ? L J �aJ--�- M -Elli _�_: 2XSWALL) - - ,. �it ■ ; PROVIDE CHASE��, O ® _ FOR HVAC UNIT kill, 4 ' o r-------_ —'1 � It I �l I �' 1T� 3' 0" 7,-0„ IN D/W - - - . DS SINK - - - - rhL PROVIDE ELECTRICAL- & PLUMBING SERVICE = J •' Y THRU SLAB 0 ISLAND Y i LOCATION (REFER. TO FLOOR) _--,-------- -- ----- ---- --=� r-- i I ■ ■ ■ I '- STEP D WN 4" - - - - - - -.. - - - - -.. - i I - - - - - - - - - - - 1 W.H.. I REFRIG: 3.1 10'-2" f I I ■ , I 1 I I I I I ■ ; I 3.1 I I I o 1 0 " G 1 (0 w R I fn FM01 I I STEP DOWN 4" I I 1 Y"---- --- ---------- ' `T I ' iv N2,-0" 4,-4" I 30'-0„ I FMo1' I °P 2'-0" 2'-4" 7'-0" 2'-4" 6'-0" I 31 FM09 FS.rJ F3.1 HOSE Qr 12" SQ. CMU COL. W/ f•M03 (2 3.1 (2) #5 BARS I ... B 1 5 (2).#5VERLGROUTED 3.1 L W% NSEA. F.C. , N W/INEA.F.C. _ _ _ _ _ _ _ _ SOLID - -IN-E.. ---- - - ---- --. -- SCALE: 1/4'' =1'-0" ELEVATION "B" FILE COPY 0 �$ 15 0O E 12 D" c D-3"M i a a2 asgp w ui y e,E� Z.tOcd\a Z � Y 13 ¢ a o LL E sF' Q o8 N c r v ° ❑ ❑ ❑ rs w. WWW.FDSENSCOM _z - z8 Z Q 10 do J co O- - C4 co Zt U w m (DO Fj WCA Ila - w c QD I "" n o °n Ails FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: I..L O I— Z LO 0) cp M \W " J N ® _1 M LO O PL`l^i VJ ramr/^) vJ ♦ Model Name / Number: 1780 ♦ Plan Issue Date: Wednesday, January 20, 2021 VT KA PROJECT NUMBER: 21-0180 Sheet: A Of: FOUNDATION PLAN 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 = 1780 x 3 = 5340 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 1.00 WATTS EACH 200 GEN LIGHT'G & RECEIPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000 - 10,000 A= 23,887 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 Ca 100% = 10,000 + 40% OF "A" = (.40 x 23,887) = 9,554 + 100%OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL O `� 2x6 WALL (FLOOR TO CEILING) 2'-8" USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.s. ----------- — ------- .. , , i WP � GFI INSTALL FAN ` BOX PREWIRE 4 �� i ----------------- ' 1 T , , , , , , , , i FOR D/W GFI T � FI GFI FOR IIp'y may/ O HOOD/ , , , i 1 I / � / / / / I / / I 'DOOR ;BELL i WP GFI -------------- i V-Y FY / / / / / / / / / / / INSTALL FAN BOX•PREWIRE ----—---/�'——'�/ I I I I I I s INSTALL FAN I IgBOX PREWIRE ` / 1 I CM ® I % I ---- Mf�� I CHIMES \\ 7'y\INSTALL FAN I BOX PREWIRE I �' • �4220� *GFI I x rT GFI AT 42" AFF 220 WH• �\ ATTIC ELEbT�PIC 71 �F 126Q'D BY CODS z ix aQ.T- GFI AT \y{, GFI 42" AFF W GFI FOR GARAGE FOR GARAGE DOOR OPENER DOOR OPENER ------------------------ ------------------------------------------------ GFI AT 42" AFF - - _ ' — - — - — COACH LIGHT COACH LIGHT — - — COACH LIGHT ELECTRICALNOTES. 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 G. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OFTHE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH .DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION, 9. R315A.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE, RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OFTHE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL, LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH �%\ FLOOD LIGHT $4 FOUR-WAY SWITCH �/ �J DIMMER SWITCH FLUORESCENT LIGHTING 1$DM { T CEILING MOUNTED FIXTURE _a TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT to uj 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL N� T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER w ® RECESSED LIGHTING J JUNCTION BOX ❑ WP WATER PROOF RECESSED LIGHTING O THERMOSTAT �j Lu BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT i C INTERCOM SYSTEM GARAGE DOOR ® ® L.E.D. DISC LIGHT PUSH BUTTON ELECTRICAL PLAN SCALE: 1/4" =1'-0" ELEVATION "B" L OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED UNDERGROUND WITH ELECTRICAL CONTRACTOR SERVICE ' 200 = 2/0 COPPER OR 4/OALUMN. IN 2" CONDUIT 4J®,J'tL/ o 4��J'. MAIN DISCONNECT 4�A200 AMPTA/C DISCONNECT UNDERGR SERVICE POWER C PER TO LIGHTS AND OUTLETS TYPELECTRICALPER TO APPLIANCES AND GFI PANELER TO WATER HEATER R TO RANGE INTERSYSTE AC BONDING TERMINATION 94 GROUNDINGWIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD WfMIN. 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. 9guP io_ N SO 00 P- � egg M g� isILJ1202 �Y S'w Dvu�9c W � O w aU) �o e.�co ?� i= d aIL 'SI °^.:a a oW O � WNW.RISENG.CM ❑ ❑ ❑z O z N z m CN — w z N OI o w �30 ) t1V ww L O f ram, a o all= o^m qq Q o w G,1 r%ARR9= LAe%RACC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: z _LO In LLI O 0) Yp O N J ( N a � M U) U) In Model Name / Number: 1780 Plan Issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0180 Sheet: 4 Of: ELECTRICAL PLAN Fort Som :.. Ridg Off r Over S.F.1 .. Tota Tota L.F. I Une 12 T.O.M. — —_ -- -- — - _ HD. HGT• T.O.M -- — q LITE TEXTURED DECORATIVE 4 Bo oQ CEMENTITIOUS COATING 0D FIN.FLR. - - - —- — ---------.----..- --.- -- -- —FIN. 25 SH 25 SH 25 SH 35/2 SH LEFT ELEVATION „BI!, SCALE: 1/4" —1. 0,. 48' OFF RIDGEVENT 48" OFF FUDGE VENT - 48' OFF RIDGE VENT 4 LITE TEXTURED DECORATIVE co CEMENTITIOUS COATING Fl_N. R.R.- — - — 25 SH " OFF RIDGE VENT 12 6 T.O.M. v T.O.M ro LITE TEXTURED DECORATIVE CEMENTITIOUS COATING -FIN. FLR. 25 SH 25 SH 2868 FRENCH DR. EAR ELEVATION "Btt SCALE: 1/4- =1'-0" HD_HGT. ■R aP ro io ------------------------- -- FIN_FLR. 25 SH RIGHT ELEVATION "B" SCALE: 1/4" VENTILATION CALCULATION �� i's; 1 . ' L= rula = SF / 300 / 2 * 1" = net sq Inches of venting needed equally for Intake and exhaust - dGGt YnWtlBS 4.12 nets in /sf vent provides 18.00 net s in If dge vent provides 138.00 net sq in / sf tang distance - 1.33 ft f Area to be vented (SF) 2526 s.f. needed for exhaust for upper 1/3 606 netsq inches needed for intake (soff it area, lower) 606 netsginches jer of Off Ridge Vents for upper 1/3 needed- 4 f Ridge Vent needed (can be used in combo with ORV) 34 I Feet of Soffit needed to meet reouired. 111 tsttnnrr � TQ , f1j,11 -S ie cf S '�i O * �.Via, N v u�Ci G _j NO •: LI y (N O�Q f,�.' m L 0 �" "4 s E' e f/tr Il liitY�� � U 4) g _g (0 a O dl IA too r S r1 g A�w ga f M OD 0 a m01 83 w'a Q ��d Z W CL s m � i D_ Y u Q us f/1 (n ag Zgs 3 o Y cc d LL W-2 g$Sm Z,.e13 d a 45 0 08 rn K g ® � � W wvnv.FDSENts.con+ ❑ ❑ ❑ * 9 MApmh Z_ o Z$ a a rn — In Z TMwa m I z 0 W� 25 Juft ro UIL21 E o _ OD Q cc 7t aa6 DAMS HOMES 111141010 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 x 3000 GULFBREEZE (PARKWAY GULFBREEZE, FLORIIDA 32563 £�. A 4MPLII/t '4mA 0E 01E COUP DIVISION LOCATION: PORT ST. LUCIE 3OCC V Job Information: 0 o � WIFE Fri LITE TEXTURED DECORATIVE 12' S®J 3068.DOOR CEMENTITIOUS COATING COLUMN 16'x7'GARAGE DOOR FRONT ELEVATION "B". SCALE: 1/4" =1'-O" z a 0 _J LLJ :D M o _jmvacn LC) 0 Model Name / Number: 1780 VT Plan Issue Date: Wednesday, January 20,2021 KA PROJECT NUMBER: 21-0180 Sheet: — Of:-- ELEVATIONS - B SEE DET. T803 20'-0" MAX 20'-0" MAX G.C- TO PR( BLOCKING' W/ APA RE( FOR SPAN F 7/16 OSO SEE"HIP/R BLOCKING" O W S ** ALTERNATE SPAN RATED 32/16 SHEATHING 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 REQUIRED AT HIP ECTIONS EQ. DETAIL TBOI x 3 a w EQ.. ` BOTTOM CHORD GABLE END BRACING ® OP CHORD 2X4 #2 SYP. 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING 0 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 160.0MPH WIND SPEED (ALLOWABLE) 123.9MPH EXPOSURE CATEGORY S EFFECTIVE WIND PRESSURE AND SUCTION (PSI HIP ROOF>20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]"[12'12] (SO FEET) (-) VALUE DENOTES SUCTION a=4fl 7I le AREA ROOF 1 2e 2n 2r 3 3e 3r** HIP -37.02 51.06 -51.06 51.08 10 GABLE -37.00 37.00 58.99 -58.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHING]E AND TILE) -ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND S" O.0 IN FIELD ZONE2e,2n,2r. ASTM F1667 RSRS-03 (10d) NAILS@ 4" O.C. ON EDGE AND 4"O.0 INFIELD ZONE 3,3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @4"O.C. ON EDGE AND 4"O.CINFIELD 101 ROOF SHEATHING: SHINGLE:1932' EXP. 1 OR20) TII F• Rite EXP. 1 (Al NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 35" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1A32", SHEATHING SHALL BE FASTENED 7r�T- 71' r' �f- WITH ASTM F1667 RSRS-03 10d (2%x" x 0.131") NAILS OR ASTM F1667 RSR5l (3" x .129) NAILS 411 a-G, 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W1 BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4.12]-[72.12] @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W1 BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGE$ WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, AMINIMUM Ly" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y. O NAIL AT WE 2 ROWS 4' O.C. W 8tl COMMON NAIL Q NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W Sd COMMON NAIL. © NAIL OPENING PERIMETER W/ (2) ROWS @ 4.O.C. W/ 6d COMMIX) NAIL O NAIL INTERIOR AT S' O.C. W 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINT$&HAIL@4"O.C. W 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W Bd COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & $OTT. © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. 15w oss - EXPOSUREI SHEATHING PROVIDE BLOCKING II II 1 11 II I AS REQUIRED PER SECTIONX-XIFNOT _ I I_ FULLHEIGHTSHEE7 ___ ------------- - © FLOOR SYSTEM NOTE: Btl NAILS FOR WALL SHEATHING MUST SE MIN.131' X 2 V7.. DO NOT OVERDRIVE NAILS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le (2)- 2x TOP PLAT E BEYC ND lWr OSS EXPOSURE) SHEATHING LLF� Gtui M s NIF y�6: ALL SHEATHING 2x4P.T. BASE PLATE BEYOND SEE A PLAN BETWEEN LOORS SYSTEM BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL T T il-__II---I II It II SOLID Zx BLOCKING F I 1 I II II II I IH @ALL SHEATHING w O I III II II II 1 IM II 11 H I EDGES s W NI !I II I II I (SEE SECTION X-X) pF C III II 11 (D II 1 II 11 I III III OPENING. II II 1 I It_ I I --- --- --- --- I i II II II u1 III III II It I 1 )III Tr----n- I 1 R. I NIB II II 11 I 2x STUDS BEYOND W u9 lilt )III I I II 1111 II II IIIN it II II II II 11 I SEE PLAN 2 M� )III II 11 I I.I II III II II 7 9 - Hit I I II I II II iI li i 111 I If IIIN II II II IVII I_I L IIM II II 11 i _-�_1 1�1 VI ry 1/R WALL ELEVATION DIAGRAM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X4 #2 SPF TURNED VERTICAL WI7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLRCH 3/8". "S"=NAIL /-3w ..PLATE TO VERTICAL W/(4)8d SPACING _/ NAILS 3/4" SINGLE NAIL EDGE SPACING IZ DOUBLE NAIL EDGE SPACING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TIP. U.N.O. FNOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS LL NOT BE FRAMED AS HIP.DESIGNED ONLY FOR INSTALLATION OF SHINGLE AND METAL ROOF FINISH 2X6 SYP #2 COOT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4 1/2" WOOD SCREWS @ 16' O.C.0 MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HDYITEN (CENTERED) W/ MIN, 4" EMBEDMENT AT 16" O.C. SEE 12 2x6 SYP #2 0 24" O.C. PLAN ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)-12d NAILS SIMPSON WALL/ 2X6 TO 2X4 ,., / 2x4 SYP #2 0 24" D.C. 2X SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 41/2" WOOD SCREWS 010" O.C.0 MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TITEN2 AT 16" O.C. SR01 SECTION AT SHED ROOF 3/4"=V-0" INA 11il r 11111111IMMIL, M am 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16D NAILS EA. END. SEE [FISH] SCHEDULE FOR SHEATHING ATTACHMENTS. SEE STRUCTURALr"(MIN. FIRST 4 BAYS) NOTES AND NAILING SCHEDULEFOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS 0 EA, END 2X4 PANEL BLOCKING 0 48" O/C FOR THE FIRST 14) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/(2)Ill TOENAILS SIMPSON H2.5A-� eEQUAEA, IA 0. //''MAX 9" UNSUPPORTED / IF> 9" 2X4 #2 SYP BLK'G @ 16" O.C. �. IF> 9" CONT. 2X4 #2 SYP W/ (2)10D X OA310 8" O.C. EA. SIDE "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH WHEN GREATER THAN B'-0" (SEE TABLE). -GABLE TRUSS,, -1/2" COX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS'') ® 6" O.C. E SAND 12" O.C. FIELD /-JACK TAN F / SEEPLANPoR 2x4 "T" ON TOP OF PANEL -' BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dX$' 0 4" O/C (2)12d TOENAILS CMU WALL OR BEAM BELOW TRUSSES (SEE PLAN) - GE21 SEC LION @ DUTCH GABLE 3/4" =1'-0" SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPP SYP CONNECTOR B FASTENERS SPF SYP OFRAMETO HETA18 W(9)10d x 1 t/TOR MAIBW(10)i LM x 112 OR MASONRY HETA20 wl(9)10d x 112, 18/0 HTA20 W(I0)10d x 11& 1686 1870 O FRAME EO H2MW/(10)8d NAILS 533 565 M7AW(IU)Bd NAILS 515 585 OFRAME TO H1OAW(18)tOdx 11YP 1015 1040 RTISAw/(T7)10dx I Ire 895 1020 FRAME H10A2W(i8)10dx I IOAT2 PLYTRUSSES 959 108) RT164w/(18)l0dxl l/2'AT2 PLYTRUSSES 9M 1060 OFRAMETO MTS12W(14)I0dx112'(ATEXTERIOR e6D MTW12W(14)IWxII2(A7EXTERl0R FRAME LOCATION INCLUDE (3)12d TOENAILS) 99D LOCATION INCLUDE (3) l2d TOENAILS) 1005 1195 fR.AME TO MOTw/(22)10d NAILS AND SW A.T.R.w/12' MUOTiSw/Q811W NAILSAND 6'8°A.T.R.W MASONRY EMBEDMENT wI81MP80N"SET EPDXY �85 IT EMBEDMENT M SIMPSON "SET"EPDXY x,,y0 4495 OFRAME TO MS20W(24)10d x 112" IAT EXTERIOR 1125 HTW2p w/(N)lW x 112'(AT EXTERIOR PRAM E LOCATION INCLUDE(3)12d TOENAILS 1310 LOCATION INCLUDE(3)12d TOENAILS 1285 1530 FRAMETO (2)HTS20 w/14811W x 112'(AT EXTERIOR (2)HTW20w/(48)10d x I I/T(AT EXTERIOR FRAME LOCATION INCLUDE(6)12d TOENAILS 2250 2020 LOCATION INCLUDE(6)12d TOENAILS (EA) 257D 3060 HGT,2 W(I 6110d NAILS AND (2) 5M" ATA. HUOT2 wl n8)10d NAILS AND (2) SW A.T.R. © FRAME TO MASONRY W IT EMBEDMENT W SIMPSON'Slil 10690 w/ 12' EMBEDMEl SIMPSON "SET" 7020 9790 EPDXY(HGT-3 FOR 3FLY) EPDXY (HUGT3 FOR 3-PLY) FGTR W(13)1W" xF SDS WOOD SCREWS RFUS w/(12)W83W)0DSGREWSAND OFRAMETO H MASONRY AND (2) 117 x F TITEN HD ANCHOR BOLTS 3400 4725 (4)314•x6'WEDGE430LT 7100 (1) LGT2 wl(16) 1&1 SINKERS ©j FRAMETO &(7)114"x2IWTITEN2 1750 2030 MASONRY SEE NOTE #6 SELOVA J2 FRAME TO (2) LGM w1(32) l6d SINKERS 6 (14) 3600#4 4060iA (2).LUGT2 W (32) l6d SINKERS & (10) 9100-M 9100i4 MASONRY/ FRAME OR 28 16tl SINKERS FOR FRAME EP. 3240E (28) 8d SINKERS (FOR FRAME( ( ) ( ) 3776f 114 2) 6d SINKERS FRAMETRUSS) OR (J2116d SINKER$FOR FRAME (EA) 3900-f 4520-F FRAMETO (2)L3T3 w/(24)114"x 3'SDS SCREWS 47304w 6S74M (2) LUGT3W(24) 1/4"x 2It? WS25 8480-M 7MON 3 MASONRY/ &(8)3NrxSTITEN (2 PLY TRUSS) 5010-F SCREWS&(4)SWxSWB(2PLYTRUSS) FRAME OR (52)1ed SINKERS FOR FRAME (EA) 6660E OR (56116d SINKERS FOR FRAME (EA) 6480-F 7714E O SEAMTO HU410 OPT MUC410 W(19) IMSk(10) 10d GN2680 HD410 OPT HDSIOF W(20) 16d A(10) 1W GN3090 BEAM NAILS UN7895 NAILS UN1950 OBEAM TO Il 0 OPT HUC410 W(18) TITEN G0M5W MD410 OPT HD4101F M(20) 1/4-x 3- G#3366 MASONRY lie x23/W&(10)1Od NAILS U81800 WEDGE-BOLT&(10)1Od NAILS U#B60 O2 BEAMTO MASONRY/ HU46 OPT HUC46 w/(6)10d NAILS& G01540 (12)VCx2W4'TITEN(rOMl U4980 G63000 UN1135 HD460Pr HU46w/(8)10ONAILS4 (12)19"x 23/4° TAPCONS(TO MAS.) GH825 U11030 GKO15 U#650 FRAME OR.(12)l8d&(e)10d(FORFRAME) SYP-F SYPiM OR (12) 16d&(6) 10d (FOR FRAME) SYP-F SYP-M 12) HETA16 OPT (2) HETA20 iBiO iB20 (21 HTA16 OPT (2) HTA20 1870 OFRAMETO MASONRY. 1-PLY W (f 0) 10d x 1120R 2365 2365 1-PLY W I10)10d x 1 la - OR 2430 2-PLYwf(12II6d 2-PLYw/(12)16d HTSM16w/(S)tOd NAILSAND(4) 1/4"x21N" 956 1110 HTWMl6w/(8)10d NAILSAND(4) 1W'xl 314' 1146 1226 TAPCONS WEDGE -BOLT OFRAMETO N MASONRY OR OR MSM20W00110d NAILSAND(O 1W"x21/4• 955 1110 HIWM20M(Ill NAILS AND (4)iWk131V TAPCONS WEDGE -BOLT 1145 1225 OFRAMETO P H10Sw/(81Sdxl 1/2"NAILSAND(2)3)B'X4" 790 MASONRY TITAN HD 910 OTr22W IS) 1)4" x112' BOB WOOD DTB-T2 w/(a)lN•x1la- WSIS WOOD OFRAMETO MASONRY SCREW$MA(1) 12•B AT.R. EPDXIEDw/ 183S 2145 SCREWS AND (1) 1/2'B A.T.R. EPDXIED M 1510 1835 $IMPSON'SET'(SEE NOTE #4 $IMPSON BEf"(SFE NOTE N4) HT75 W(;M 16d x210 NAILS AND (1) SW 0 HTT45w1(28)i6dx212' NAILSAND(1) OFRAMETO MASONRY A.T.R. EPDXIED W SIMPSON "SET' 4375 5090. 518'6AT.R. EPDXIED W SIMPSON'SET' SODS (SEE NOTE 04 BELOW) (SEE NOTE #4 BELOW) FRAMETO HTT4 W(18) IN x210 NAILS AND (1) SW 0 HTT45 w/(18) 18d x2117 NAILS AND (1) ® MASONRY AT.R. EPDXIED w/ SIMPSON'SEP 3640 4235 518"8 AT.R EPDXIED(w SIMPSON'BET' 080 (SEE NOTE#4 BELOW) SEE NOTE 04 BEL O FRAMG FRAMEO H103W(24) 10dx112"NAILS 785 910 LUGT1 w/(23184 xi 12'NAILS 876 1046 Hl M(4)1/4°x1 U2'SDS WOOD RT1SM W(9) IOd x 114' NAILS8 OFRAMETO 14ASONRY SCREWS A(5) 1/4"x21/4"TAPCONS 760 760 14) 1W" x 13W TAPCONS 13&5 1399 VOTYd (I6)1W5G" SOS WOOD SCREWS & OFRAMETO MASONRY (1)SIFEAT.R.EPDXIEDw/SIMPSON"�T• 3559 4940 w/12' MIN. EMBEDMENT TO (2) VGT W (32)19W' SDS WOOD SCREWS OFRAME W MASONRY &(2) Ill A.T.R. EPDXIED W SIMPSON 6170 7185 "BET" w/ 12" MIN. EMBEDMENT O FRAME TO VGT W (16) IMW SDS WOOD SCREWS 4 HDU4-SD626 W (10)1/4'X212' SDS WOOD 3285 4565 Ml5 w/ (22)1IN NAILS & HTT45 W (18) _ 416D FRAME SCREWS & (1) 518°8 A.T.R. IOd NAILS & (1) S'8'B ALTA. OFRAME TO (2) H7T5 w/ 112)16d'a IW NAIL5 & 4375 5090 (2) HTT45 W (52)160"x212' NAILS - SODS FRAME (1)516"O AT.R. (SEE NOTE N4) &(1) 5W0 AIR. (SEE NOTE xa) rsauFRu rlxauarTnR NnrPA 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS I BEAMS w/(2) 12d TOENAILS, 2 ALL TRUSS TO TRUSS CONNECTIONS ARE FRONDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. & G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #12"x4' TO TRUSS VERTICAL WEB w/(2) ROWS OF IOd NAILS 3.O.C. STAGGERED. 5. Ill MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. & SCAB TRUSS CHORD W4°-0"2x SW N2(MATCH CHORD LUMBER Sll(2) ROWS 1 Od 04"FROM END &4"DO. STAGGERED, CENTER AT CONNECTOR LOCATION AS MUCHASPOSSIBLE. OA MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES TO MASONRYWALLS LINTELS) ICFWALLS UNO ON PLAN 2 CONNECTION AT 24'OR 32'.O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FBI21811 FOR MORE INFORMATION 3 CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRY WALLSACF WALLSILINTELS 4 CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 37 O.0 MAX W(2) AT EACH CORNER. G-C. TO VERIFY LOCATION DOES NOT CONFLICTwTJI (IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLMEAMS W 12)12d TONAILS O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM O MINIMALCONNECTOR UNO ON FRAMING PLAN 1. CONNECMOI.FOR ALL TRUSSES TO INTERIOR/EXTERKIR BEARING WOOD WALLS ANDIOR BEAMS 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'-0* O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 19/32" COX (4 PLY) PLYWOOD 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH(3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1A - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIO $ , f THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED OWE IS REVISED W/OUR WRITTEN APPROVAL FROM FOS, Gl FOR TRUSS BRACING AND ADDI N4�OIE ROOF INFORMATION SEE SHEET S-4 B0C REFER TO ROOF PLAN & ELEV'S. FOR O.H.DIST �FILE C( 0 -METAL DRIP EDGE C.M.U. OR ICF WALL w; �'-2 x SUE -FASCIA SEE TYP. WALL SECTION FASCIA n'�-ALUM 2x BLOCKING NAILED 1x2 MIN. P.T. FASTEN TO TO TOP CHORD OF EVERY C.M.U. W/ 11/2' LONG - OTHER TRUSS w/ T.NAILS 0 2'-0O.0 .I - (2)10d NAILS AS SHOWN SECURE J-CHANNEL _ 012" D.C. COOT 2 x 4 NAILED TO BLOCKING W/ (2) 12d CONTINUOUS SOFFIT G.C. SHALL VERIFY SOFFIT MATERIAL CAPAOITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" 1111 It To �kA S `eOQPd q . •�O 6A . iL P S 'pLOr •'�� i!! 1111 B1131&, N 0J 1�- ;��gg o�L�� 1 ILL! Ao wa a- sR s ® a=wLL� m Z=iz �,� O O y„- IL W. m m d a � IeIL. °z 0 =•,WWW.t➢SMG.COM ❑ ❑ ❑ 0 Z O Z z i �i J rn 0. ri Z n to tJl m w Qw N C ti .. cn H QC4 140 A DAMES HOMB3 IBM FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE .Job Information: I- Z Cto xo W i a� N UJ 3 z H U m� a (QJW� Tn L0 o u J m V) W Model Name / Number: 1780 Plan Issue Date Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0180 Sheet: 6 Of: ROOF PLAN B LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) 3TTRpzz:Z 1��� SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL- SEE LINTEL SHEET FOR SIZE OF LINTEL) PRECAST LINTEL- REG. OR RECESS TYPICAL SHEARWALL SEGMENT a• w:.=.t.M1,.T- ALL SHEARWALL SEGMENTS TRANSOM OPENING CONSIST OF A FILLED !\\ - "• CELL EACH END WITHOUT *`—•FRAME INFILL ••' ".� AN OPENING BETWEEN. _ : • AROUND WINDOW * BY BUILDER SEE N e � WF01 FOR MORE INFO —FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS (2) 2XB WOOD HEADER LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1780 A w/10' X 20' Porch 3 Car Garage STANDARD LINTELS . LINTEL ..:MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 3'-6" 6113 125 3524 50 8F16 - 18 / 1T 2 4'-4" 4375 125 2040 50 8F12 - 1B /:1T 3 4'-6" 6113 776 2707 474 8F16 - 1B / 1T 4 4'-8" 5365 1666 2276 1395 8F16 - 1B/ 1T 5 6'-0' 3480 125 1868 50 SF16-1Bj1T 9'-0111843 168 1136 105 8F16 -1B/ IT 7 13'0" - 1075 503 607 383 8F16-1B/iT g 17 4' :. 950 168 405 105 8F16 -1B / 1T (min.) 9 9-4" 1843 772 1136 408 8F16-1B/1T(min.)- SHOWN ON THE FOUNDATION : TURNED SIDE WAY F.C. EACH SIDE CONIC. SLAB SEE PLAN AND FLOOR PLAN. SEE PLAN FOUNDATION PLAN MIN. LAP 25" (ACI 530) _ _ _ _ _ _ _ _ _ _ _ - _ - _ _ _ _ _ _ _ FOR MORE INFO t. ✓ ; -•-----------------------------------�__----------- -- - --- --.---_�-_-_, i.. . ATTACHED THE FIRST PLY 2X8 TO ,_.-_______________.______ � TOPOF SLAB MASONRY WALL W/ SIMPSON HUS28 MANGER 0 FA. END. USING (6) 3/16" I 1 F\� MS021 TYPICAL SHEAR WALL SECTION TYP. TIE BEAM W/3000 P.S.I GONG. W/1 #5. REBAR CONT. DIA. X 13/4" TAPCONS INTO MASONRY & (4)10d X 11/2' NAILS INTO HEADER. , , '.. 1 1 I 1 ' ' K I 1 { ' ' THEN APPLY THE 2ND PLY TO THE IST ' ' V ' ' V V PLY W/SOd STAGGERED 06- O.C. - OPENING `I 1 I Y 11 1 1 I I I I 11 N.T.S. MS 77 LINTELS AT ENTRY DOOR w/ TRANSOM NT•8: Sill SON SP4 WAS) -10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2X8 WALLS a DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 r ` P.S.I. CONC. W/1 #5 REBAR VERT. EARING WALL FIEARWALL FRAME WALL .M.U.. 1'r rSYP/SPF 2SYP/SPF P.T. W/2" X 8" "1" BOLTS OR /2. X 6" EXPANSIONORS OR (6) 3" X 1/4" ONS OR7/8" HILTI TIX-DNI 2x BASE PLATE SEE "" . • " • PLAN FOR MORE INFO ', " MS03 FRAME (I!1/BRG/SHEAR) WALL TO N.T.S. #5 REINF. 20" MIN. LAP BAR 9 #30R#4 REINFORCING %8 BAR #3 & #4 1 AP RPI IRE 25" MIN. LAP #5 STD. 90° HOOK #5 REINFORCING BAR #R I AP CPI ICE SCALEI"=1'O" p3m l 1.#6 REINFORCING BAR * GRADE 40 U.N.O. #G LAP SPLICE MSO5I REBAR SPLICE DETAIL - GRADE 40 I N-TS- TTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 x 4: 1/4" X 2%" 12` O.C. 1 2 X 6 1/4" X 2*A" 12" O.C. 2 2 x 8 1/4" X 2%- IV O.C. 2 NOTE' TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. -PRECAST LINTEL- (2) 2x P.T. i BUCKS W/ 1/2" O.S.B. BETWEEN I i I i FASTEN Pi I NAILER TO , MASONRY IF DOUBLE 2X NAILER 15 USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED. MS11 I 2x BUCK DETAIL SIMPSON FITS TOP AND DOT. W/ 121GO NAZIS 9 EACH STUD � 2x4SPFAT IV O.C. USP LSTA30 W/ 2VIOd NAGS 2X8 P.T. W/ to"X3" TAPODN5 p 6" O.C. IN MASONRY OR 1Gd NAILS 0 6" O.C. IN WOOD, SEE PLAN Fri HEADER I � REFERENCE DETAIL I I WF02 IF RADIUS I I I / OPENING REQUIRED 1 I I III TRANSOM OPENING I I I ARCHED OR FLAT I I I 2X4 SPF AT I 2-2x95PF 16" O.0 ' SILL PLATE I I —411 I II SIMPSON SPI W/ 8}10d NAILS 0 ROT AND USP SPT74 W/ 12-SOd NAILS @ SILL DOOR OPENING WF08 I LINTELS AT ENTRY DOOR W/TRANSOM R a 8 -2-2X45PF TOP PLATE. 1 1 1 I 1 1 1 1 __-_ I 1 - T i(-- \---- SIMPSON LSTA30 _ • _ - w11-10d TO PLATE 1 "----------- - - - -- ' & 11-10d TO COLUMN L 1 I 1 ' 1 O 1 SIMPSON A34 w/ (e}Bd x 1 R NAILS � TOP & 80'TTOI4 OF HEADER � I ' ' I r 1 4x4 MIN. O0.BUDS-UP COLUMN EA. 2X4 NAILED w/10d ® 8" O.C. 1 O SIMPSON MSTAM36 ; n MAY BE USED W/ 1 I 1 3 (8) 1/4"X2 1/4'7ITLRJS 1 I I & 10-10d NAILS. 1 1 1 I 1 P.T. SILL PLATE W/ Ye"4' ANCHOR BOLT 1 I I 1 Li 32" D.C. 9 BASE RATE 1 1 1 1 1 1 'DOUBLE 2X4 W/ USP MP34 0 TOP & BOTTOM 1 1 I 1 1 1 1 1 SIMPSON A34 W/ (8) I I I 1 Sd X 11/2 NAILS 1 1 11 j 1 I I I I I 1 I 1 1 I 1 OPTIONAL FRAMING TO BE 2X4 SIFF 1 a n UNLESS OTHERWISE NOTED. I*'� `,{J 1 I 1 1 1 1 BAR CONT. GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ARV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD UNTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE UNTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IFA SMALLER LINTEL IS INSTALLED CONTACT EAR FOR APPROVAL. 5. (*) ANY UNTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HASA GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F= RILED WITH GROUT /U =UNFILLED --1 i6 PEO40. ATTOP R=RECESSED I) RF.QPD rQm OF #3 /2 CLFAR EBARa OUNML CAVITY Ill MTOP KNOCK OUT LINTELBLOCKF16-1B/1T kGROUTAL] RLINTELCAVITY NQUANTITYOF IUMARAT #0 REBAR AT TOP TTOM OF NOMINAL j HEIGHT OM RDNFORCING PROWOEO IN UNTEL T5 8°ACTUAL (VARIES) TYPE DESIGNATION 6"NOMINACTUAL I GENERAL CONCREFE I_INTFI. MATFRIAIA GENERA( INCTAI I AMON NOTES 1. rc Recast llmels_350O psi -, Plwlde NO nlMan heap and bed)o11aa 2 Fe Remressed Unless =6D00 pal. 2. Shorefllled Xldde ea re4ulned. 3. grouted par /Wa C4TBPg=3000 pal w/ & Netell.b.0llrltN must Comyly MM the Meh.Maeoll aRl/a slTueMel drawings. 4. maximum �reepplae aM 8" to 11' slump. 4. ULlmde an, m rwfecLURd wNh 5 V2" long notones at Rle ends to accanmlWeh rat b. Caase[e mesarry lnfta (CMtI)pa ASPN C90 w/ wrtical cell reinforcing and gwassi. mldmum net area oo"On"Odvc ener1th 0000 B. All((male meat or exceed L/360 vertical deflection, assert llrtels 17'4"antl 6. Reber per ASTM AMR Gmtle 60. ongerwith a "Orrh height of 8" nleat a axoaetl y180. Pramresaing atmnd per ASTM A416 grade 6.. Botlam CeidatltlW rebarto be boated atfhe boaan ofthe limdoeft. T. WO low relaxmbn. 7. 7/32" d ennater win, stirrup, are weiEW W the boast, steel far nnchanbd arsherage. 7/32 wire per ASTM A510. S. Castlmplwe concrete mw be Pn c W it oaeposxe lints. F ibu of caxn,ta S. Martapor ASTMC2TOIyndeMorS. maeanryunft 9. Sets load ratings Omar, on national design analysis per ACI 31%and AO 530 10 Rabe Prodlut Approval No. 155.1 11 The exterior audece M IFdele Inatdlatl Pt exteria cowreW mavonrywelle aheN hwe aroetlng of atucro appletl In accordncewM ASTM C928 ar ot0m eppaM 12. UUnIM, 6cled emultaneoualy with vsrtcd(gn,vldend upllR) and horlaxMal lateral) cede shoal be checked for comdre betling wem the to4aWn8 6q'datlon: AF.Plled vertical road y Appll W Irorlmn:d wad LO Sete verlbl=Mat al Iced Seta ho load OO 6".O woowoo 8RF6-0B/1T BF8-00/1T , O O O O ', 00 BRF1418/1T 8P16-18/1T +b © 0 BF20.18/O 0 O•.O. O 00 0 SRF22-1B/IT 8F24-IB/1T O. W2815/17F O O BF32 1B/:T 0 1 1 I I I I 1 I I I 1 1 N.T.S. 1 , 1 i r 1 t 1 I 1 I 1 I 1 • _ , ' 1 I 3 1 I ' I I 1 1 1 1 L I 1 1 1 I I I HURRICANE 1 1 ANCHORS I r 1 1 I I 1 1 I 1 1 1 r 1 F I I 1 I 1 r 1 I I 1 1 I I RM85 12" LINTEL DETAIL 1 I r 1 , ----------------------------------------------- -- ./ O LINTEL PLAN SCALE: 1/4" = V-O" ELEVATION 111311 PRECAST "U" LINTEL W/ 300WSI OONC. AT OPENINGS SEE GENERAL CONCRETE UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT BEBAR ON BOTH SIDES OF OPENING U.N.O. FIDE KNOCK -OUT RL FOR FIRST PLETE CMU COURSE W SILL & FILL SOLM 1) #S BAR FOR ALL low OPENINGS 614" STD. 9 ANGLE CONC. REBAR 8"XS"alb° CMU U.N.O. PrEIVIEWED I[ C JCL COMPLi b,T. LUCIE COI BOCC /—GROUT SHALL BE FLUSH / WITH TOP OF WALL ID" /—STD. 90 HOOK �.JIN m d O SEE FOUNDATION 'SEE FOUND "ION PLAN PLAN FOR LOCAL QNS MSO1 I BLOCK WALL REINFORCEMENT N.T.S. TYP. BOND BEAM 8'x8"x IW K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC, W/1 #5 DIA REBAR INDICATES FILLED CELL FROM FTO. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) ,""0 1IT Nllll `O T • RFS �,�, .ilk. v CS it N 4 . �.• � PAC O�tr •: � � x F L O GO 1 /lIL IL 111iA C d -gtp 00 ®g yy 0 00 1- $cam B mJmM�S a a }* g' 1 emu W LU y ZaA a 30 �FBr'1�Aj' �bII tag Z o d a d XB _. = v Via.s IY WAW.FDSENG.f M ❑ ❑ ❑ Z m w Z N �aCO Z r ¢N a y _ w Z (^J M w "♦ � aM. O w g I n S� d = (B . V _ N E O N V N�s ¢ CIO �( 'LORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: LO C W 01 T7 O) � 0 0) • J N I— se p a O J Lu//�'^ M o J W VI VJ U0 LL Model Name / Number: 1780 Plan Issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0180 Sheet: Of: LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2)'/z'xF' SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER, MIN. 6 PER TRACK TO JAMB. 5 1/2" DIA. x 8" ° O 1/2" X 8" A.B. W/2" ° "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. b SECTIONAL OVERHEAD DOOR CONT, P.T. #2 WOOD SYP 2" X U, TRIM o ,•�'••• ,. a%%J tr m-TOF ti O TOR ~°MCP 2"x6" P.T. WOOD JAMB v n• ". 3E Y J Clo ` DOOR AND CONNECTION PER GARAGE SLAB . GARAGE DOOR MANUFACTURER TYP, GARAGE DOOR41 TRACK MOUNTING DETAIL rrrre w tmmmma NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE ,�6c 3 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.rs. CD21 ENTRY CMU COLUMN/BEAM N.T.S. N N 9 F i 111 80 m $jffi g; T�U N.y J J J 8N LL LL D. c,NO `YLL IS3IN S a I ggglim �m - a w vYi BLOWN -IN R-30 INSULATION PER FBC SUBMITTEDERGY FORM '�` m r�.i 5 x 3 PERMAND IT A PLICA ONPROVIDE BAFFLES ' ypj $ O 12 AT EAVES (FOR VENTED ATTICS) N - FIBERGLASS SHINGLES ! TILE ROOF (PER ELEVATION) N) s Q y 0 s;. 1 tl §§ a" \\ SEE PLAN OVER APPROVED UNDERLAYMENT m $ S W 0 =� in PER FBCR 905. 1.1 OVER APA c El 0 El PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- ^' NMAY.FDSENG.COM Z ag7 TRUSSES @ 24 O.C. [RSH] - ON FRAMING SHT. FOR SHTG & FASTENERS. --- TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR z IghQ BRG. FiT. J N ! 1/2" DRYWALL - '' • FELT PAPER OR • • " ETAL DRIP EDGE r�� V /VV z N �i�j TRUSS4" • 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP /nLATE�1� fi1t./) G m l � P.T. ; ,a SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR W� W 1/2" DRYWALL PAS 4x4 w/ 2x4 POST UNDER EA p CURTAIN NAILER r 8 x 8 x 16 K.O. 1 4 P.T. @WINDOWS n LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" V — m O •+ x H 1 x 8 P.T. @ S.G.D. " O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. Ln SEE ELEv. 3000 PSI CONCRETE (TYP.) ALL SIDES / i (TYP.) FRAME FOR CDR- OO \ NERS FOR NON LOAD m U — N E iCy> PRECAST "U" LINTEL " y;/; \ ° ° SEE SCHEDULE a a p \ BEARING SIDES NAILED ✓ ° ° bby'? N < o'v va w/ 16d NAILS @ 8" O.C. U o Q V \ \\a 4 P °/ 5 \ Q \ v °� � pnp C N O Q N 0 o 0p /MM \,W \\ / 1/2" x 8" J-BOLTS \ A� (1) CENTERED EA. \ )B DAMS HOMES w/2" WASHERS CMU BASE FILLED w/ CONIC SIDE \ i n ( -TYP) W/ (4) VERTICAL RENF w/ NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO CRC1330146 ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI OF COLUMN PLAN A.7.-A.1 3000 GULFBREEZE PARKWAY " CONIC. ALL LOCATIONS „ SHOWN ON FOUNDATION (! g mm ' a. .4fltd.... C GULFBREEZE, FLORIDA 32563 N &FLOOR PLANS iq °t PLI DIVISION LOCATION: PORT ST. LUCIE " SIMPSON LSTA30 SEE FLOOR PLANw/11-10d TO BEAM FOR BEAM SPEC. °" LUC'�//++�'® ♦ Job Information: & TO FRAME BELOW B®VC VINYL FRAMED WINDOW `} ell W/ SCREEN WINDOW STOOL PER SPECS ! / n PRECAST CONIC SILL " O PAPER BACKED FOIL R-41 u INSULATION AT CMU BLOCK WALL " PER FBC AND ENERGY FORM v EXTERIOR FINISH SUBMITTED WITH PERMIT i (SEE ELEVATIONS) c0 APPLICATION 1 x 2 P.T FURRING FIG. DOWEL #5 DIA. REBAR FILE COPY W U) m 17" IN CONCRETE - 25" EXTEND (ACI 530) ABOVE SIMPSON HETA20 > +� BASE NAILER SLAB. ALL LOCATIONS SHOWN Al , Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO COLUMN 3 WOOD BASE ON FOUNDATION PLAN OR 4x4 POST w/ 2x4 UNDER POST a EACH END OF BEAM ti C SEE FOUNDATION PLAN FOR ! O J W Z) m o SLAB INFORMATION __ TOP OF SLAB NOTE: 2 X 4 P.T. PLATE Lo �- Ui CIJ -` BOTTOM STRAPS MUST BE ♦ Model Name/ Number: _ INSTALLED ON INSIDE OF GRADE COLUMN. DO NOT BEND °�,TL•�,., ,, ° °„a STRAPS UNDER PLATE. v ,.c s,?�v v 1780 °C�r PLACE STRAPS IN FILL " ° ♦ Plan Issue Date: SEE PLAN FOR CELLS w/#5 REBAR ;••� r (TYP.)4 COURSE HIGH CMU BASE RE -BAR QUANTITIES ;. . • FILLED w/ CONIC -SEE PLAN FOR ;,,• ��. :- •: .•� •: • SIZE. TOP OF COLUMN BASE - Wednesday, January 20, 2021 . , . , 2'-0" AFF ♦ KA PROJECT NUMBER: SEE PLAN SEE FOUNDATION PLAN 21-0180 NOTE: DETAIL CD21 / 9-2 MAY BE SUSSITUTED FOR THIS Sheet: Of: DETAIL - UNLESS NOTED OTHERWISE _TN S-2 WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE .T-9 TYPICAL FRAMING DETAILS eTasarwfafr A TOR �s>®� PROVIDE 2x4 ON TO a, •'. CF a s E,L OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 0,4.. P PLATE TO (2) 1 d NAILS O.C. 31, O.C. TOP PLATE4 ,,,UBLE ,��o�� ei',;OtO�a• v (SOLID BLOCK w/ 2x6) Zero s�`.. W d 2x4 STUD 48"4f/N 3 PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF cN STUDS) co12d NAILS @ 3" O.C. F- s W m w TOP PLATE TRANSITION ao� PIPE OR DUCT w/ UBLE 12d Q.m G88g w mmos w 9n �r- PENETRATION THRU TOP SPLICE �? � � m v aN ui n TOP PLATE w MORE o� w. a� W"�a a w y THAN 50%OF TOP E' 19� ?5 a PLATE WIDTH INSTALL 2 ROWS 12d 5 1 Q Q 2 t <mm 3 j o Y SIMPSONPSPN516Z @3"O.C. ®a=n Wc J W/ 12) 16d NAILS TYP. �' "� TJ a um, m m TOP & BOTT. MAN N BGil E, O N o -' rn O NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OVER SOTTOTUD �* g a W = N TO TOP PLATE W/ (4) 16d TONAILS. (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ s .as WWW.FDSENG.COM (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W/ 8d 2 1 2" x 0.131 NAILS (9 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED Z � NOTE: Z N PLATE LENGTHS MUST BE AT 10 LEAST 8'-0" LONG. TYPICAL .5 WF17 TOP PLATE SPLICE DETAIL 34"=1'-0" /_10 z� nn lla„ m W2 _- m n �O u,a V/ vv') =) cm ro m o U M I-�m w�E * CRIPPLES MAY/MAY NOT BE PRESENT. ¢ 6 m VERIFY HEADER ELEVATION '� DAM$ HOMES Q u U (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 160 ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0,148", L= 3") OR EQUAL (ONE INTO EACH OUTSI OE FACE) (ONE INTO EACH OUTSIDE FACE) (D - 0.102", LR 3112") OR EQUAL (0 = 0.162". L= 31/2') OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2 1) (2) >4' BUT <9' (2) (3) (2) 1 (2) 10'-0" - 16' 3 4 3 4 HEADERANCHOR III NAILED TO TOP PLATES, HEADER&JACK C' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE NO. & SIZE OF ' 3000 GULFBREEZE PARKWAY &GRADE RAFTER TIES S., GULFBREEZE FLORIDA32563 END EACH END � SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE NOTFS,. PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 5 1/2' JAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) SEE SCHEDULE . I Jab Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR 2X CRIPPLES @ 16" O.C. THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. W/ SIMPSON SP2 TYP. TOP AND BOTTOM 2-ROWS WF37 I TYPICAL COLUMNS DETAILS N.T.S. RED@AI� `r 12" 0/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS ry IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30STRAPS AT EACH @ 12" O/C FOR 2 x 10 O STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED FILL 1ST. 4 COURSES FOR OVERHANGS GRE7FOR TO HEADER EACH SIDE 11/2" CONTACT FOR Ir.•SOLID W/ GROUT. (NO FILL ALL HOLES IN DOUBLE 2 x #2 (D rl FURTHER INSTRUCTIOREINFORCEMENT REQUIRED) STRAP S.Y.P. HEADER W/ p.Un 1/2" FLITCH PLATE W 10d NAILS @ HEADER. (U.N.O.) N N M • 8" O/C TYP. > H ."' FILLING AND BLOCKING AS 3 DOUBLE 2 X 4 REQUIRED FASTENED TO z �/ r 1 m (0 'p- (RIPPLE STUD HEADER W/(2) ROWS O J L.I..I � M o TYPICAL (U.N.O.) OF 12d @ 16" 0/C UNLESS NOTED OTHERWISE '^ �/� J m V! c J F.F. VI Model Name / Number: ' OVERHANG ; ; 2 x 4 STUDS TYP. , :�� �:' ,�' 1780 SIMPSON H774 W/ (18) 16d NAILS & A 5/8" VI Planlssue Date: EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. ;(. OR 8 1/2" AT GARAGE Wednesday, January 20, 2021 NfN� VI KA PROJECT NUMBER: STEP DOWN it * HOLD DOWNCONNECTRI NS FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOT REQUIREDD@BEARING P.T. BOT. PLATE 21-0180 NOTE: FOR OVERHANGS LESS THAN 5/W - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT Sheet: S w �v{ Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS - *DIAGONAL SPACED AT 20'-0" O.C. MAX t SAME SPACING AS BOTTOM CHORD LATERAL BRACING -- , - - � TO BE LESS THAN OR EQUAL TO 450 - - ; ' MINIMUM 2"x4°" CROSS BRACING .- (SEE PLAN FOR ,, J LOCATION) " BLOCKING (3) 12d i , PER JOINT CONTINUOUS LATERAL BRACING- _ , ' 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 a`L T1nT/T ``�` �� TOR( TB01 TYPICAL CROSS BRACING DETAIL N.Ts. TB02 TYPICAL CROSS BRACING DETAIL N.Ts. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. �� L S• BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP .,`� G y -w'� : v cV: '61�' CHORD `�.: XAAo. ..'�.. p ` OC e q TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING .O•. 5 � \ F ,e'�0� WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP • L O TRUCTURAL A ----'-" PACE �i��SS v�'rsye�'o G.T. SHEATHING j1n4 TT4` ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 92 aNi c TOP CHORD WHEN REQ'D NAIL TO TOP CHORD 3 TO PREVENT SHEATHING JACK OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSE 12d NAILS @ 6" O.C. KHIP MAX 24" SPAN (EITHER T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING F g$ F W ti m ro PLAN ma F u�i dro r g �8 g�� 0, 6. N R� moa a HIP TRUSS q BXETWEEEN TRUSSES c w a w y sag Q ®�,6�� x 3 9s Z °r 45; 3 3 FT HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. WN-6 a Rw Tn W S E q m o s T F 2 p e a a i_�9 a M°jjES� g,.3 2 U N £ ❑ ❑ ❑ �NWJ1W.RJSENG.COM Z g W Z o a TRUSS NOTES' J � 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO AN51/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND r 13 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT v z M r JI. IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED J 1J � TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT 12 - w -p QX OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. '... EVENLY 2- ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL � N 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. 0 w g UOp BRACING $HALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEIU NG ARE NOT 4. ADDITIONAL BOTTOM CHORD ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. ~ J - SEE TYP. TRUSS BLOCKING DETAILS L) m cq E SHEATHING 3 TO 4 TRUSS x4ASSHOWN = 0 � N C W `T ALTERNATE TRUSS SPACES DIRECTION IO O Q N 0 00 RUS DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. ' W/ (4) 12d TOP &BOTTOM OR H5 SEE TRUSS 12)- NAILS T�ION TOE TRU55 FLORIDA CONTRACTORS LICENSE NO- CRC1330146 OR HCLR/LL IN PLACE OF (41 SOD B B REWIRED _ RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OUBLE TOP DouBLE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE{NG. TRUSS PLATE SECTION B-B VARIESw ROOF REVIEWED I�ep� I� REVIEWED FOR SLOPE / PORT ST. LUCIE 2x STUD WALL SEE PLAN CODE COMPL1ANG Job Information: CONV. FRAMED RIDGE \ \ / / _2X4 ST" LUCIE COUNT'♦ MAY BE NAILED w/MIN. VERTICAL SCAB 2X642 (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d SPFBETWEEN \ \ BETWEEN TRUSSES / / TRUSSES �(1�/'� BOCC NEXT TO PR&ENG-TRUSS 2x8 BLNING. NAILED ®EACH TOP &BOTTOM OR H5 OR \ / \ @ 48" O.C. MAX. / SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d REQUIRED w/ (2) MT512-S ® RAFTERS GREATER \ / REQUIRED B \ \ 2x4 SPF BRACE jE \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & RRAAFTTEEp \ \ ALTERNATE DIRECTION O SHEATHIN \ \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONgL) 0 EACH END, CONT. EACH BAY TRUSSES W/ J2) 3-2d NAILS /' /' TRUSSES r_ L0 B TB 2X4 SPF W/ (2) #7X31/211 / / SEE PLAN Uj 2 0) DB WOOD SCREW EACH TRUSS ALTERNATING OR HS a 48" O.C. / / ` O BLOCKING FREEING. TRUSS \ / / 3 CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP- \ \ / / `" J G) L— L) m (p D- SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / 1— O W LO E e (USP MP4) @ \ \ / / LQ LE co j c(n U) 2X4 P.T. BLOCKING BETWEEN DIAGONAL 2X6 #2 SYP RIDGE BEAM TRUSSES W/ (2}12d NAILS @ 2'-O" ON CENTER \ \ / / 2X4 SPF BLOCKING ♦ Model Name / Number: AT 8'-0" TRUS EACH END MAX TRUSS ')( px8 RAFTERS ®2'-0"O.C. / / \ Y \ v BETWEEN TRUSSES MAX. W/ (3) 12d COMMON @ 24" O.C. MAX,w/ \ / \ TOENAILS TO RIDGE BEAM WALL BELOW / , , ,\ (3)12d EA. END (TYP.) 1780 (SEE PLANS FOR TYPE) 4 Fr 0 2'-0- O.C.RMAX W / 3S 10DAN MAS SEE PLAN ♦ Plan Issue Date: S EE ODD COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2° SPACE Wednesday, January 2Q 2021 ♦ KAPROIECTNUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-0180 2x4 S.Y.P. @ 16" O.C. Sheet: Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB1S EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS Mndes mfatmirir5padng (JamBa, Head and Silt). C01 6" r THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#B 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. �n r-n L1 SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDEUTE Au 6„ 3" n 3„ 3„ 3„ It f I i l„ I t6mn DOUBLE DOOR W/ SIDELITES PAC VEN >" 6 (" 6, 5PACE _VENLY 3" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR SPACE EVENLY ' nrrot� nell wltnln Valley oemerline- ,I by cemerrng 2 19 sdet0EG* s to use In valley centedme r SHINGLE INSTALLATION GUIDE NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. epee 00 OnOo � 0110 t� ate ,."peea ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT ALL LEVEL VALLEY LOCATIONS) XTURED, PAINED rECrER.WALL FINISH 6H 'UV SEALANT APPUED BEHIND FLASHING AND E%TENDING A MINIMUM Or 6"ABOVE VERTICAL RISE OF FLASHING VERTICAL WALLLSHINGCON. AT KNEEWALLT ENTRY .F� „r.." _-....._ 6"x6"H FLASHING FLASHING DETAILS �� 66" HORIZ. NOTE: THIS DETAIL IS REQUIRED FLAB LNG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW =•,. \ AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T,S BUCK STRIPS " 1x4 (DEPTH OF Wow. 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 0 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 LOCATION OF BARRIER TO BE V-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 11/2" #11V. EMBEDMENT 2X WOOD FRAME BY OTHERS 49 LUOOID SCREW 4" DIA. CONCRETE SHEATHING FILLED PVC. PIPE. BY OTHERS N CAULK BETWEEN FIN &SHEATHrM I HE o ° ` TOP OF SLAB EXTERIOR 3/e0 Mill DISTAP n FINISH BY OTHERS ° PERIMETER 1/44 MAX. CAULK SHIM SPACE — - - - - - — BY OTHERS 00 Z 1 'll III ° I Ill, II ° O.A. WINDOW1°. c-I r , Ir - it I HEIGHT ° _el 0 16" MIN. DIAMETER EXTERIOR xNTORIQ CONCRETE FOOTING _r TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S THERE SHALL BE A IF CEMENT INSTALLED IE. DRP EDGE SHALL BE 114P%wUM OF 12Y ON Is DETERMINED N R3012A.3'S 110 NPH i THE MEAa R0:)F HEIGHT rm). DNP EDGES SHALL BE .MA%IMUM OF4INCHES Svews ft. nu g Fin' 8R&In Vlex Windom OrAllow a Well'Framing: a Doter , Doter alulnejFlr � t31ad Slgrme 110 x1.1/2' Screw Minimum Penetration b3(8" C roes Section View protnu Ell€ e0:1,, from saarAeS end GCI& danage u,,,1 eonsWdron 6 wmli,P,te nlmlAn err ne Rep 1 Measure to be sue the opening is 318" se lir larger than the window Else both weracMN and MrieontalN. • You maw with to i e-dnll the irstalRidan holes In the fin M this time. /Ae /Kt.W'llNerM7Aanraan dr aiewpl Rep 2 A" a genetaus bead of sllkone at, me baftele of the mounting On Use enough shames M sumderdy fill all void, hehreen the An and the wall dueath[m. Step Bsertthe window ado the opening lien the outside. Thewindow is labeled"ImEW and"oulElde", but"these Well hawebeen Step 7Mtafi mermwlnirg festers a 8"inttemenfs from Its comer Sa or; to the omen M sMh frame member. UseDoneMtaaTr- tightentesm!ors and pull them through the fin. Also, make sumthesaam in�aigmand do rwtmusethe home to bow. Wall framing should be a minimum of 92 Spnlce/WIe/F'e. Fmtenani slxrudbe#10 stmrs Of SAIdent lefflidth toadiimle 1',Vr penetabm Into the wak and no heathen lit."from edge of framl Fa4loner numXXnA.nanbd in wnrh ciee Mframe Marfilnw•.M mxtm Rep 8 If desired, a foam Insulation can, be applied to the WIDOW gap bmween the windav and wall framing. If applied, thi tnoembe tine NDN LA'I`ANDI&C IYPE FOA,A/. Rep 9 Since theca whim are tyylrally used in more wall high moisture, is, ba8noom It is recommended that the mteria gap heMem the window and wall framing also be sealed with Alkme sed fooled w as not to interfere war the motalineon a wallboard, Ue or trim. Rep 10 Once all construction is compete, remove the bubble wrap from the older, and Outside of me window. If necessary, dean the Nods with a mild detergent and were water using a see ddh. 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 Approval # Pressures Method Roofing: DARE IKO IndustLtd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 1st Choice COUNTY APP. rues, NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 Products Inc. "Gff-rld a vent" "FROM EDGE AND 4" D.C. TYPICAL MAX, ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 RS P CTS LLC 0 S D O I TI ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choice Overhead Garage Doors: 1st Choice +30.0/30.0 CLOPAY 53w5 18 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x S" "1" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 83W� FL15279.36 Swing Doors: RU CORP 1st Choice 1�2 +67.0/-67.0 THERMA T GLAZED 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 SS DOOR INSWING TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS THERMA TRU-CORP. FLUSH FL20461.19 2nd Choice +67.0/87.0 OUTSWING AND MIN. ED O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/ -146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 1Lh" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. NA. SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS SFW SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FIL 17676.1 R9 ogle Hung (fin) ANCHOR WITH MIN. ILA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3540 SERIES +40/-50 MI WINDOWS Single Hung (flange) OOR INSTALLATION THROUGPROVIDE BUCK IN, ES SODSCREWWO OFBUCK. FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1Lh" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1L/4 Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE - • Fixed Glass FILE C 011 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R 3 WINDOWS WITH MIN. IYA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCO K. Soffit: +55.0/35.0 I KAYCAN LTD 11 BE I 1 1/2" NAILS 10" O.C. IN I FL16503.4 R-3 1st Choice SOLID SOFFIT VINYL DIRECTION OF SOFFIT LENGTH Hurricane Panels: HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP L/4"-20 MALE PANELMATE W/ FL16293.1 1st Choice 46 PSF EXT/ PANEL MFG. INC. GalvenizeA WINGNUTS AT 121h" O.C. BOTTOM 1/4"-20 SIDEWALK 46 PSF INIT. Steel Storm BOLT W/ POWERS CALK -IN Parrels I have reviewed the above components of cladding and have approved trleir use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 56126 Name: TODD M. BORN Certification Number: A. # 82126 Name: Luis Pablo Torres Certification Number: A. # 87864 al ti 10M u) Do 1- u8m s�� 0�- d ` 4l' (a N n c LJ w a. m s 2 R� �"•� a$ A w 05 (n �s 0_s.. a it o. �� 2 °tee 3 o Y �.13 $gig 0 3 Q�2�_max€ aml�O KdV m -8 n a �mN�aJ o sg! El ❑❑�md �'w WW1w.FD6FNG.COM \W/ z � z g � v Z) a ee J m a r — � in (D Z N m tll°' �. uUlu a C l.J — ? O w 2a) .1- c \,1n =l 200 itp U �m U NN Eas \ 2 'PT o ono Or aQ C W V s �fa Q N O GM QW j DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O Il Z ei LO o rn N a ell to M d P J N a 0JLLJ�1 J m Vi UJ L3) LL V1 Model Name / Number: 1780 ♦ Plan Issue Date: Wednesday, January 20, 2021 ♦ KA PROJECT NUMBER: 21-0180 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING /'WEATHER / RESISTIVE BARRIER pcoswaoeeeoeororoowrowwx � HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER R EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING HALF ROUND WINDOW FOLD UP WEATHER RESISTIVE BARRIER & ` TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. G \WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING 2 Scale: NTS ESISTIVEBARRIER IWPO1 SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD WEATHER RESISTIVE BARRIER �- DOOR ROUGH OPENING 314"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK- SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND RPR OF EQUAL WEATHER 00 OR QU / r �I SECTIONA (SEE DETAIL WPO SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE t 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) IWPO41 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 :RIOR T. FIN. .DING PAPER PE 1: 12.0 in can : 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING 4DOW UNIT $ WP10 SELF-ADHERI CO SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL RIM JOIST 2 WP02 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) EXTEND A MINIMUN VERTICALLY FROM BOTTOM OF THRESHOLD 2 WP05 1 SELF -ADHERED FLASHING PATCH )HERED FLASHING WINDOW UNIT FLASHING REQUIREMENTS R709.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall Include flashing as described in Sectlan R703.4. that ants th R703.1.1 Water resistance, The exterior wall envelope shell be designed and constructed in a manner prev e of water within the wall assembly by providing a wateraesistam barrier, behind the exterior cladding as SLOPE 0.3 in: 12.0 in SELF -ADHERED FLASHING accumulation required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 cm: 30.5 cm) R709.2 Water -resistive barrier. One layer of No. 15 asphalt felt, Bee from holes and breaks, complying with ASTM 0226 SELF -ADHERED FLASHING PRODUCTS DETAILS for Type 1 felt of other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 1S than 2 inches. Where asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less joints occur, felt shall be lapped not less than 6Inches. Other approved materials shall be installed In accordance with the EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive bonier manufseturer's Installation Instructions. The No.15 asphalt felt or other approved water resistive CEMT. FIN. barrier material shall be continuous to the top of wills and terminated at penetrations and building appendages in a Li PER FBC-R CURRENT EDITION 703.7.3 ( ) marmer to meet the requirements of the exterior wall envelope as described In Section R703A. 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 bonier wits a performance at least equivalent to two layers of Grade D paper. The individual layers shall be Installed independently such that each layer, WIRE LATH Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as in each detail that corresponds to the to the water -resistive barrier Is directed between the layers. numbered Items In the list of Instructions below: Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or BUILDING 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwatw PAPER -absorbing layer or designed drainage space. 2. Install flashing and weather resistive barrier to form water shedding laps O 3. Self -adhered flashing can be substituted for building paper R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible 4. Split the release paper using the ripcord (Split release on demand, flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing ahall be embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall W applied In accordance with the manufacturers SELF -ADHERED FLASHING Scoring Cuts instructions. AN flashing shall be applied In a manner to prevent the entry of water into the wall cavity or penetration of CEMT. FINISH SILL( POTSHELF/ CHIMNEY SHOULDER W P 0 3 5. Remove all release paper per standard installation instructions and I all comply with water to the building structural limning components. Self -adhered membranes used as hWWI AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" Minimum) with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved RUBBERIZED ASPHALT UBBERIZED ADHESIVE 6. Fold as shown b arrows Y flashings shall be Installed at the following locations: ,SPHALT 'D HESIVE f l in f the floe hisaccordinglyto fit v adjusto d o I f rn nano a 7. Angle o Corner g 9 g Y vary, SELF -ADHERED FLASHING tight to comer 7..Extedor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the 8. Mechanically fasten as necessary exterior wall finish or to the water -resistive barter complying with Section 703.2 for subsequent drainage. Mechanically SCORED attached flexible Bushings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed RELEASE PAPER In accordance with one or more of the following: r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the ADHESIVE AS SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish or to MECHANICALLY FASTEN AS the water resistive barrier for subsequent drainage. Openings using pan flashing shall Incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 in accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco coplings. 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4. Continuously above all projecting wood trhn. 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. At wall and roof Intersections. SELF -ADHERED FLASHING INSIDE CORNER W P06 7. At bulttdn gutters. i 2 HE MASONRYOPENING W P 08 AACCORDALIQUID NCE WITH TFLASHING HE MANUFACTURER'S RECOMMENDAATTIONS, BEFORE W P09 INSTALLATION OF THE BUCKRECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 In :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER O WP12 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Note: The building paper and metal lath must be installed over the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Fell backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8' Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 718" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing LKeep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3 10 Unperforated - age 7!8" Weep Screed 1/2" Cementitlous Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for BILL f- LUCIE C®in, IDOCC 1/2" Cement Plaster Finish 001/ Block �QI' 21/2' Perforated ..."o• Flange 1/2" Weep Screed Install bottom Slab edge of weep screed 1" below 7 finish floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE t`;tttrt rrrhPOoo. tit �<`� .�- Jac •l. •� ,N •• j PEE GF ( w 4.`�� S l o d L.o• a w Iq 0 ti e w` In OD Lo w 00 rp O$ rn EJ ii LL "- w y[m n-� FF$$ 2�9°'Q _ Z F 'g gn' 3 O �zy�p ¢ I5_o YIIN maY°, W o0 J Co g m 0 ? W m W WI.FDSMG.COM ❑ ❑ ❑ VV// z o Z8 ar 4N Z � Z r V I Z to v m J U) � LL w � _T V1 c ai to � chi E x 0o V Coss �0 c Q N O bhp a',iso &DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 17100 I- Z 0 LO c W LO M/�r•� J Q7 D- W ((00 0JLUZ) m o Jmcncn �'" Model Name / Number: 1780 Plan Issue Date: Wednesday, January 20, 2021 VI KA PROJECT NUMBER: 21-0180 Sheet: W P Of: WATER PROOF DETAILS 5" bath duct to roof cap w/ standard 70 cfm bath fan 25 SH 25 SH ----------------- • i i I f3`d4f�ER'S ' -i LAa&�q'�'� l Ox6 l wcd YAULTRI) CTJLING 4 doir + h ra TO fC' FLAT s-c-cerLi�'G i- q, 60 6.. srs 4 ]2x61 w175 cd " — - - 1 i I I 8x4 1 wcd - 25 ¢" 1-4 iI� I - R ° 16x16 rag I 10x10 rag . 15 16 BEI ROC}M 2 I; ! MEMO CEIL,NG 200 m Q TO 0' Mr i 14x8 1 wcd $ ' 1 1 Ox6 145 d 31 i l i i n I ° 6" -- r o CMUNG i 8x4 d k �Ic S m ...R/Sli 52 1 T _ � ; _ Q. 5both du p- „ c i raxla f r g °. :._ ,£N:>...... to roof cap it 10x10 rag w/ standard 70 cfm bath fan I f — -- �r 6 1 Ox651 wcd. 9 - --- - 4' 55 ° 2 8x4 1 cd , i I Un,ii c� vATO10 FLAI WSul' 42X42 A/C SLAB .-' �Y BY BLDR MIN �7 VAULL o 'Ela° ' 10'0 OEILI Ll TTHNi, I' 2' FROM 1IIALL r 12x6 1 wlcd 180 7 EARL 1 7" — — — — — — — — — T _--- — — ' PULL-MVN, STAI-RS ' — ' fL=TE IN FIELD � n 150hxa - 4 dryer duct to roof cap 1 it o x6 1 wcd _ __ w/dryer vent box INII _ -- 1----- ---- - -f G7-;9 ELEV ONLY? d 1 _____ ______ ________ ' -------- - -- ---- - .� 1 1 sef , ENTRY ; 2.5 TON W/5KW 0240V 1 PH � �� - ;AP GAI�ArE DOOR 1800 Alen 1 'xr ca�Ancas scale :1/8"=1'0'1t z-� NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED platform by 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS bldr Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 FLOORPLAN WALE. 1 /4" —XV Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. AREA CALCULATIONS JA FLOUR V80 9 F. v 707 LL LIVING (A-q 1784 $•'• GARAGE 591 S.F. o COVE.REU ENTIRY(BASF) SS S.F. � § COVERED PAM/;1ANAI. 1175.F. F TOTAL AREk UNDER ROOF ' o 2526 S.F. v 0 O U 1. C) N l \ S v, cn 0 a LU LU 0 Lu Z Lu 0 0 � EVI D FOCODE W s ST. L l oll Q CCN J N I Q m Z .. 0\ 0Of i >- W > z FILE COP _j Q m Q J 0 Q m cL i o 0 ci