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WINGS TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN � muRIA ss� �6 w INDEX OF �I A R318A C CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PET BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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" FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 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 OFALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25' LAP PROVIDED EACH WAY. WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70.17, NATIONAL ELECTRICAL CODES (NEC 2017) 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 4. CONCRETE COVER MIN. 3' 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A3064M. WWF SHALL BE LAPPED AT LEAST 6' AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (AC131S-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6', OR POLYPROPYLENE: FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) 6. OR ASTMA 996 GRADE 4D U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION NOTES: REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR4,COR" USING ADDITIONAL CROSS -REINFORCING TIED TO F007ING'REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05.ON APA PLYWOOD DESIGN SPECIFICATION E30-16. PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7.16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OFTHIS PRODUCT. IFCONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF-20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 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 THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2.ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: W (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90,014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C925 AND ASTM C1053,.OR ASTM C1787 STRENGTH OF 2000 PSI ( fm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.14A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH!A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS R703.7.1 LATH. 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. ROOF TRUSSES* LL/360 TL/240 COMMMENTS LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 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, ROOF RAFTERS CLG) LL/180 LL/360 TL/120 TL/240 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2 LONG, 16 GAGE. WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OFTHE MASONRY CELL WITH MIN 112". CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS0510N 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 FLOOR I -JOIST*** LL/48D TL/240 *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SMALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SH R WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL 20 20 20 20 R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND. WHERE APPLIED OVER SHEATHING, SHALL INCLUDE A WATER RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. AND TOP CHORD DL 7 7 15 25 WOOD -BASED O TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL B AT LEAST EQUIVALENT TE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), L.N.O. ALL WATERPROOFING RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 10 0 10 0 10 INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS FIRE SAFETY SYSTEMS ARE THE 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 37 37 45 55 (INSTALLED IN ACCORDANCE SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) DIRECTED BETWEEN THE LAYERS. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHORD LL (OPT) BOTTOM C R703.2 WATER-RESISTNE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA$ REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SOX) DOES NOT. ATTICS LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 WATER BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 FELT OR OTHER APPROVED -RESISTIVE EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND 8. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BARRIER MATERIAL SHALL BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: _ DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&GA-C GROUP 1 APA RATED (48124) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32' RATED OSB EXPOSURE 1 AMINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC "0'%111111aarrrr �Gp TOE y� 4\ e � it N S ES ,Osi G i OF �P �•. T TE �C'.' 'sr t7• '•F� OR�••�. Z^ O NAY 0%, q anaueotj°° m N N c a 3 Go oro €y 0co r 66¢¢ QQQ Nevi J J APPROVED METAL FLASHING, VINYL FLASHING, FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. - TOP CHORD DL 10 (PSF) S 'JI�'- 0 M F-g Wa a INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FO?R ACTUAL PRESSURES 41 a. SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) _ IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE P ® TR TURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER BUILDINGS STRUCTURAL 2 I yl rR''e �^, O SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711: ALL EXTERIOR FENESTRATION STRUCTURAL PLAN 8 u� R$ a ~ PRODUCTS SHALL BE SEALED AT THE7UNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING A' u m m 800 U ASTM ALL B CLASS D GRADE NS T GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. UM 600 OR AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. ACTN,ASTIFLUID-APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: Z d S aC12j MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. "BALCONIES OVER 100 SQ:Fi 100 (PSF) 9 I� B J TO THE SURFACE OF THE EXTERIOR WALL FINISH. ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. ,°-' �e' v'w^'.rosa6.'xxa 5. TRUSS EL THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) Z g SUBMITTALS. SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS. TRUSS LOCATIONS, • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMHY OF WOOD-FRAMEAND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) Z • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. w 'O AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. CONSTRUCTION. 8GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z d WALL AND ROOF INTERSECTION. . THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • Q • AT WALL N GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND. ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) w STAIRS 40 (PSF) ,.,-, UPLIFT CONNECTORS FOOT NOTES M d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONGAll)N j 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF. THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. MORE INFO. O - w � % Ln c ai FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: i. MISSED 'J' BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH i/2' DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. it is the Intent of Designer/Engineer listed in the iltleblock of these. u+ o g ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed E_ 0 PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. Professionals clear information. Eve attempt has been made to . _ p h - 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. 7 pt yj 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 'c o THE EPDXY FILLED HOLE, USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the mentation contained in these documents, prior t ¢ a o sc m 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 ionDess,o emisinterpr are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CU E TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors; he Designer misinterpretations DURING BOND BEAM POUR. Undetected and not reported to the Designer / Engineer prior to DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 V FIT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) 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 TO FOOTING). CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION Y BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 'A"x 21A" TITENS TO AIRQUALITY,OOR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS N I DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC3330146 MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LE THAN 860 LBS (USE (2) WSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR Assurance Manager immediately. No backcharges will be considered NS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Englneer without advanced 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 NI (4)1/4" x 11/2" SOS SCREWS AND (5)1/4" x 2 1/4" TITE PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OFTIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER CONSTRUCTION AND KAAND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANYTIMEFOR ANY REASON. notification and approval by / n er. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In a IgIg Freement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: o yi CODE COMPLIANCE PORT ST. LUCIE SEE FBCCODE FECURRENT VERSION) SUMMARIES FOR OFCODEODE INFORMATION. 6 T " L.UCIE COUNTY 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTiS w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. �� w I Job Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT BOCC FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. - 0%4- �2 MASTER REVISIONS `Y O DATE DESCRIPTION \D M SMES W RECEIVED o J m Of Northwest Florida FEB 12 207.0 i> 6 N cl N 5T. Lucie County, Permitting Z m o a LO jmU)W ® Model Name / Number: NUNN Plan Issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER: MODEL 210182 - Sheet: � Of: COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY e BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 1+/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE DIAGRAM (-) VALUE DENOTES SUCTION AREA (+) 27.6 (+) 27.6 10 (•) 29.9 (-) 37.0 (+) 25.5 (+) 26.5 20 (•) 28.8 (-) 34.4 O 'G 50 (+) 24.8 (+) 24.8 O 27A O 31.1 Q (+) 23.4 (+) 23.4 100 O 25.7 O 28.8 DIAGRAM GARAGE DOORS* SOFFIT -0 9'" x 7'A" 16'-O" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.57 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(p10 TOP BOTTOM NO BW1 38" (2)i6tl TOENAILS (2) led TOENAILS .SPF UPUFT F-BW72 is.SP2 W/{6}10d SP1 W/ (6}10d SPF 402 STUD, (0) 1Qd PLATE STUD, (4)10d PLATE 13W3 16" (2)SP2 W/ (6) L)d (2) SPS W/ (6)10d SPF 803 TUD PL16d ATE STUD, (4) 10d PLATE NO BW4 16" (2)16d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6)-iOd SP1 W/ (8)-10d is" .STUD 61Od PLATE STUD 4101 PLATE SYP 439 SP2 W/ (6) J.Od SPS W/ (8)-iod OBW6(2) Y®" STUD 8 10d PLATE STUD, 4 SOd PLATE SYP 878 No BW7 ]Z" (2)1ed TOENAILS (2)16d TOENAILS SPF UPLIFT 8W8 SP2 W/ (6)-10d SP3 W/ (01011 12" STUD, (6) 10d PLATE STUD, 4 10d PLATE SPF 535 (2) SP2 W/ (8)10d SP1 W/ (%Ind BW9O 12" STUD, (6)10d PLATE STUD, (4) SOd PLATE SPF 1070 BW1- 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/ (6.10d sPi W/ (e}1od 12" STUD 6) 10d PLATE STUD, (4) 10d PLATE SYP 585 BW12 (2) SP2 W/ (6)10d SP1 W/(6)-1Od 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED 2x TOP PLATE TOP OF WALL �L/,-DOUBLE MASONRY WALL OR SEE PLAN Sl ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MS03/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN W W9 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 8'-0" SCHEDULE ABOVE F F. SEE FOUNDATION PLAN FOR MORE 2K P.T. W/ 1/2A B ® 32" O.C. W/ 7 INFO EMBEDMENT OR 1/2 A.T.R. W/ SIMPSON SET W/ .. SW=SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. . :, REQUIRES MIN ALT.: SIMPSON 1/2' TITEN HD 0 32" O.C. 7/16" GSB PLYW'D W/ SAME EMBEDMENT BRG. WALL DETAIL NALS AT 4"ca N/FIELDANDEDGE. SEE GENERAL NOTE #8 GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USEDUNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 01 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD INDICATED I 4. SPA, 9P8 AND SPB CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 6. IF "8111" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO nitSi DCONNECTIONS.00R (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) e, IF "$W" INDICATED THE WALLIS A SHEARWALL AND REQUIRES MIN. QU ATCONSIDERED 7/18" S AT 4" O.C. IN AND EDGE L11 SIDE WALL PIOR /NAILS ATTACHED NA E EXTERIOR WALLS SHEATHING ATTACHED PER NAILING SCHEDULE 7, ALL 2x FSHERIOR WALLS W/ EXTERIOR ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE AL-1i S. IF THE BEARING WALL 15 INDICATED WITH THE BWL DW4, SM. BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE 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/SP2-13RIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE 714E TABLE LOAD.10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3)2x4#2 SPF (4) -LBd TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/1/2'WEDGE ANCHOR* & (8)1/4" X 11/2- 2145 SDS SCREWS (3)2x 4SYP #1-OR (4)-led TOENAILS 0 C4 1 (4).2 x 4 SPF #2. D7T2Z W/ 1/2- WEDGE ANCHOR* & (8)1/4" X 11//2".. 2145 SDS SCREWS 4X4PT.#2 ABU44 W/5/8"ATR" G=6665 C5 SYP POST & (12) - led NAILS. 22 U = 00 6 x 6 P.T. #2 AEU66 W/ 5/8" ATR** G -12000 C6 SYP POST &(12)-led NAILS U-2300 8a 8PT.#2 ABUSE W/.(2)-5/8"MR" 6=24335 C7 SYP POST &(18)-16d NAILS U=2320 O3.5 K3.5 P.L. 1.8E Fb=2400 PSI HDU&SDS2.5 W/ (14)1/4" x 21/2 SDS 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 WOLMANIZED IF EXT. 21/2- SDS WS & 5/8' EXOPY ANCHOR, OR ATR** 5645 C10 3S x 7 P.L. 1.8E F10-2400 PSI HOU8SD52.5 W/ (20)1/4' x 2 1/2" SOS INS & 7/8' EPDXY 6970 (WOLMANIZED IF TEXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. LSE Rb 2400 PSI (WOLMANIZED IF EXT.) HDU83DS2.5 W/ (20)1/4" x 21/2' BOB WS & 7/8' EPDXY ANCHOR" OR ATR*** 7870 7 x 7 P.L. HDU&5D52.5 W/ (20) 1/4" x 1.8E Ftr2400 PSI 21/2" SDS WS & 7/8" EPDXY C12 WOLMANIZED IF TEXT. ANCHOR, OR ATR**- 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. S. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR S. IF [01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN POR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LOE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIAiENGTH NAIL SPACING ad 0.131• X 2 W 0.131" X 21h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X3" 0.131" x 3" SEE PLAN BLOCKING & TOE OA48" X 31/i 0. 1" X 3 JA NAILS & TOP PLATE 12d 0.1A8" X 31A" 0.131" X 3IA 8 0.0.(OOMMON) STUD WALL 6" O.C. GUN NAIL CORNERS SOd OJAW XW 0.131- X 3". 8 O.C.(COMMON) STUD PACK 6 O.C. GUN NAIL COLUMNS led 0.182" X 3'h" 0,131" X 3'A" (2) 180(COMMON) ISEE PLAN (3) i6D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS Hi (2)-2X6#2SYP SEE GENERAL HEADER NOTE #5 W/1/2"FLITCH PLATE THIS SHEET H2 SEE GENERAL HEADER NOTE #5 WI 1/2" FLITSYP CH CH PLATE THIS SHEET H3 (2) -2X1O #2 SYP SEE GENERAL HEADER NOTE #5 W1 1/2"FLITCH PLATE THIS SHEET O(2)-2X12 #2 SYP SEE GENERAL HEADER NOTE 95 W/1/2"FLITCH PLATE THIS SHEET (3)-13WX 11114 ATTACH TOGETHER WI(2)ROws 114"X 3117 H5. LVL 2.0E Fb=2600 PSI BOB WD SCREWS I@ 16' G.C. TYP. EACH BIDE (2) - 13/4- X 9 114 ATTACH TOGETHER WI(3)ROWS 1/4"X 31/Z H6 LVL 2.0E Fb--260G PSI SOS WD SCREWS @ 16' 0.C. TYR EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2XS WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 11-0'-3141" (1) (2) (1) (2) 4'-0'-9'-0" (2) (3) (2) (2) -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 1.2d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS LOSS NAIL16" M FI ITCH PLATE. MNPSONNpLSTA18 OR (2)� BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETAIB TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB RJTCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12- OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)_ 2 # 12 #2 SYP W/ 7/10' CONNECTION: PROVIDE (2) [� OSS �LTCH PLATE. NAIL SIMPSON LSTA24 OR (2) SEAMTOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF ZZtl NAILS ®12'• OR (2) SIMPSON HETA18 70 CMU O.C. f[P EACH SIDE COL. U.N.O. ON ROOF PLAN- (2) 3/4'x1134"LVL 1 CONNECTION! PROVIDE (2) € f�26DO PSI. NAIL BEAM SIMPSON LSTA24 OR SIMPSON M TodgTHER USING (2) ROWS HTS20 TO WOOD O 1/4" X 31/2' SDS WOOD OR (2) I CMU OR (2) SIMPSON HETA16 CM SCREWS a 16" O.C. TYR COL U.N.O. ON ROOF PLAN, N, EACH SIDE. (2) -13/4" x 117/8' LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" BOB WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETAIS TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (21-13/4"x 16'LVL 2.0E Pb=2800 PSI, NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4- x 3 1/2' BOB WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP, OR (2) SIMPSON HETAi6 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, SE PLAN FOR TOP OR BOTTOM OF BEAM. INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HOSI BIBB 12'-10" 25 SH © ©25 25 SH SH - - - - PRECAS - - - -- - - - O TTOM 0 6'-8�� EGRESS - - - - - - - EGRESS. 12'-10" 13'-0" 13'-10" LU W BEDROOM #2 ~ w Ii1/O( nLI�A'L � r N VAULTED CEILING 3 VAULT CEILING � a ed 3 VAULTED C II LNG" W o� m W 0 02 3 DD cP -- --- -G.T.-- - /�A2�,211 c� WS01 - ---------- v --- -----' ___7'-2" 2'-0"I3.-8" T-2" .." 12'"4"2) 3050 SH2668 2668 8' CLG. _ _ _ _ 1R/1SH-- - w N A R ATTACHMENTS Q X BATH 2 co a m OET BRG. WALL w " [LO 3 W VAULTED CLG c� DEFAIL N m o 1 -81, 1 IR FAMILY ROOM 2�68 if 2661 1 I I� 10' CEILING I ' ° o 1I 8'.8" , '-Oe 0 0 VTR 2 6 WALL i 2668 t I W.I.C. o V 00 1 1O' CLG. o -i--'--- _- -------- __1________- C _ - 1 ?P / -� N�1 O 4 BEDROOM #3 CNI 1R 1SH 1 N i+7 , oo VAULTED CEILING OA ° 12'-8" � 13''14" � 4'-0" � 2'-8" 3'-4" 3'-8" 0 NERD io a c`nN 3' 5" ¢ BATH a 3 X 4 F.G. U 3-4' VAU�TED CLG. SHWR 5068 38„ FLAT BAR N 8'CLG. TOP ON341fz" - I - -- L=------------- " r - WALL '--� ----I 1R/1SH- D/W RANGE a ., DBL HOOD ,D PROVIDE PLATFORM , SINK FOR HVAC UNIT , VERIFY SIZE WITH N MFGR ©DINING ROOM KITCHEN = VAULTED CEILING VAULTED CLG. N 12.d0., 7'-4-m 8'-6" 3'-7" 9,_5„ u) J OQ W _____ m Z Z2660I REFRIG. J uJ VERIFY 1 N LOCATION NOOK W/ BUILDER VAULTED CLG.10'CLG. 1 4 '- • N iR } 2 OD Lo a T 2868 1 N " DEN / w FOYER " ^ STEP ON BEDROOM #4 c' 10' CEILING HANSON BOX io DRYER VENT W 36" AFF VAULTED CEILING THRU ROOF R ADD INVERTED MAX I GT.35%0" PULL DIN. 54 AIRS 1 m HIP W/ B ELEV. , 39 TO ' ' Hi m I Nt)TE: BUILDER TO PROVIDE N A APPLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS TRANS" s.L EGREss 3 CAR GARAGE TRANS. PE D m 6o I N a 110N 2 11 8'CEILING - I F- ,O f� 2'-10" S1 cOv '0,_0„ EGRESS ' ENTRY a SEE ELEVATION FOR 10' CEILING _ _ - _ - G.T. (ELEV "B" ONLY) _ WINDOW SIZE &STYLE ' - LINEIOF GARAGE DOOR_ 1 BM r--------T-------. NE OF GARAGE ----- L--------- --- I ( ' _________ _______ ___________, 1 m BMS ELEV B &.D" 1 I -16- SQUARE d. 9'-4" 2'-8" '-4 COLUMN TOP 0 W-0" 4 5-2 , H LELOINII 8 x 7 OVERHEAD DOOR 13'-4" 6'.4" 16 x 7 OVERHEAD DOOR 16'-0" I. 2'-0" FLOO PLAN SCALE: 1/4" -V-0" ALL ELEVATIONS 10'-0" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / •29.9 B +27.6 / -37.0 O+26.5 / -28.8 O +26.5 / -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 BEARING FRAME 4l/L A ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES I. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycomboore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the Soffit If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (J2.7mm) gypsum board applied to the garage aide. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mim) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch. (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other s urtace below on the exterior of the building, the operable window shall Wmply with one of the following 13 listed methods]. 5. R3044,2 All windows within 2'-0" of doors and in shOW@r or tub areas will be safety tempered glass. 6. Calling for exterior entries and covered Porches to haY@ 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8' COX 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and craw[ spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specifled In sections M1502.4.5.1 through M1502.4.5.3 9. Ceilings for exterior entries and covered porches to be 7/18' OSB on underside of roof trusses shall be att ached to all framingmembers hers with2xblocking Provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C, field and 4" edges. Vinyl. ceiling to be attaches to OSB per manufacturer Specifications REVIEWED FOR 'GCE COMPLIANCE Tx L r ` " COUNTY AREA CALCULATIONS 1st FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAG(= 596 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2609 S.F. "1�9- v 0 12sl`u®gg IS to t- 00 N OD m i1i ri'' N _ TpY � s It g�g Lq N LL. a wro co - m Y JIM O O ra§R� Z, % co a ¢ a T' - ..5 a a IF-- J I- �LL @8 m o m O &-g W V g g.� A wwa.EOSFrve.coM ❑ ❑ ❑ z z 8 Z S O z� n d Z N m qJ �; d {"'i w xi � W .0 OLn w Ln Clit t/T ORE ' ¢ N o uDp 1g; m DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: C a-, o W i Y N rf) M m ° N rl j1 00 0 ®JLLA: M o -J 00 0 (1) Lin LL ♦ I Model Name / Number: 1820 ♦ Plan Issue Date: Wednesday, January 20, 2021 VI KA PROJECT NUMBER:. 21-0182 Sheet: 2 Of: FLOOR PLAN (*] SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" -. GENERAL FOUNDATION NOTES CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR UNLESS. NOTED OTHERWISE STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8" -I VARIES 1 PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. OPTIONAL CURB FOR F F LAPPED MIN. 6" AND SEALED. i GRADE SEE PLAN MASONRY ® ELEV. O'-0" - — _ - - W/ (1) - 45 BAR CONT. e, •� °� 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 lBS - ' s-•• » "-•--=w OFFIBER PER CUBICYARD FIBERMESH/RBERMIX ADDED TO THE �•y r 00 ;' :/"` .�. „�-. CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR V�• ' BARRIER & TREATED FOR TERMITES. N •:;:l, O ) 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 P51 CONC. FROM FIR. TO 49' 8„ ' a : • REINF. N , ,. . . .. ,, W/ 3) - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL q6V. SLAB. HOOKED FTG 16" (2) #5 SEE PLAN ; ► ; , ., " DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 12' 10" 13' 0" 13' 10* " 10'0. REBAR 16" 12) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. F 319 3' 8" 4' ON 3' 10" ' 4" 4' 8" 3' B" 4' 0" FM01 SINGLE STORY FTG 1iz"=1'-0" 02 SECTION @ GARAGE 1/2°=1'-0" 5 EXTERIOR SLABS SHALL SLOPE I/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. TYP. CORNERS 6 NO WOOD STAKES PERMITTED IN FOUNDATION. ■ • ■ ■ ■■ 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED ----""-"-"'--"'l---------- --------- DOWN.■ G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. _________________________ _____.___--_-_-_-__----_________-_-___-, REINF.- HOSE SEE PLAN —y� 6 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE BIBB .SECTIONS R403,1.4.1 THROUGH R403.IA.2. O 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT , i FM11 I i. FM11 ' THROUGH SUB g• 10. PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY . '. (3I , , , (1) #5 REBAR w o , CONT. 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION !pyp a ' REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR F2.S y I JIFF27-5 i ■ EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE fl,ll' ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF I �� ' ``pie T� FM03 THICKENED EDGE 1/2"='_'-0" =1'-O" MAX.V� DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN i o �� Q A�' • • N S •, S EQUAL LIFTS NOT TO EXCEEDING I2".THE FOUNDATION SIZES INDICATED ti �p i � ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL�{ J; {*) SLOPE MAY VARY 24" MAXIMUM DEPTH. - BEARING CAPACITY OF 2000PSF. 00 , .H I S P ON. 4" , ' . o t g IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION I ' ' io = ' PROVIDEI3"WIDE FRONT WALL ------------ --------------------- ------------' ; ■ - ' FTE pF H FOOTING SCHEDULE RECESS ATGARAGE OF GARAGE DOOR. EXTEND 6' BEYOND F A 5� °, o % O •.Ft O � •'' MARK SIZE DEPTH REINFORCING cFwMtt CAP. Ibs F.O.M. EACH END, TYP. GAR. FIN. FLR. , /I , , 3 o ri .,, •„ F1.0 1'-0" X CONE.. 1'-0" 2.#5 E.W. Sot 2000 — ... •,► x ate.. g..:.�- ..� — e.. t' ' ' r , I V I o PA i 111111 Li i0t M " . r TUB F2,o 2•-0° x 2•-0" 1•v" a #6 E,W, eoi. T2oo ALIGN DRIVE W/ BOTTOM OF I ' 1 ;UNIT I ' ' WC, LAV.. Q/ ■ '9/'i RECESS & PITCH DRIVE T , ' 2 STORY: 20" )(20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3 #5 CONT, 5 2 �• X ram^ 1�a^ a #5 E,W, e0T. 11000 _ �, ' % '' ,' �r = ,� 00, �V i r is IL JOINTS 10" O.C. TYP. 16' (2) #5 REBAR 4 _ - I +^4 _-r, I `--- ---. I , o o --1- ---' _:_--J I bl It O T3 .o a.o-xa•-0° 1•-0• a#s E,W, EXIT. 1ss0o ._'-- ----- -- ----- -' � L'LI—,J � TI,S a•$•x3•s° 1'-O- 4#5E2W:90T. 2150D FM09 SECTION @ GAR. DOOR 1/2- m 1'-0" =1'-0" 1' 11., 3' 1... 2' 8' �s� N —1, LAV r 2%BRG. WALL 0 4•-0"X4.0' 11-0" 66557W: DOT. 28000 2 STORY: 20" X 2.0" (SEE FLOOR PLAN Q `� _ ■ W/ 3) - #5 CON'T. FOR MORE da.fi 4•a" XW-6^ re^ s #s E.W: Bor. 34500 11 8" ' o INFORMATION) V , �` Q r Ef .0 5-0X5-0" 1'd' 8#SE W. BOT. 425W __ ____, '. ' �� :�_ r6, C pg A s • N Lo NO _�. .'. `� iv S'P ttyy 00 SCIL SEE PLAN FBA 8'-0• X e•-0• 1'A" 7 #8 E ,W,[XIT. 81500 ■ -- 77 ( 1 I , C/ I „, 1 �` 1 WciF _ = r� 3818�"g'm EEPLAN f'�:—: *'. Cp'' I'TUBSTYLES ARIES m 11 I �i ri lJi �n wog'w . .. .�.°^..�; LEGEND b ' I�NERIFYDRAI I I n I"• w S�P�® ^- aS a a cv ..°TP= , a I.,')ACATH)N ;' I I 1, I ".. M1 Q• m 4i Y u 8d w •. •16" " . .. 8 4 -INDICATES SINGLE -STORY FOOTING a I I 1 .'� I F.G. Y AFn_ g 4" 4" 2-#5 REBAR - INDICATES TWO-STORY FOOTING ,� I �" -// 1.. ISHWR' 1gg a�ggyaLIt� INOIcgrESPAO FDORNG GFM11 STEP DOWN 1' 0" FM12 STEP DOWN NON BRG. 1/2" = 1'-0" 6" '� __ i 12' 1or 2 2"�Ml � m >E BRG: = r-l24' N1/2" n��,,;c`■ I o y 6e 2SEE PLAN OPTIONAL CURB SLOPED GROUT I`:" )-'SINK D/W a w .Fosmwxm ❑ ❑ ❑ O an Z OR MASONRY AT TO DRAIN 4"x 4"x 16" ELEV. 0'-0" WITH CURB (1) 45 BAR CONT. � (G.C. VERIFY) y. �� SEE PLAN o m TYP. SEC. C'� ' , 00 _I •' •� F.F. REINF. *• t' (SEE PLAN) i co 2 #5 CONT. 12' 11" _ ` ' d ,. PROVIDE CHASE o ' J a INSTALL LINING ••" `" 2 #5 BENT BARS W / ; FOR HVAC UNIT zo / MATERIALS PER N N ; :° MIN. 25" LAP SPLICE ° ; VERIFY LOCATION ; �" Z ti FBC-R P2709.2 ° • ' o , g 0« 7. 0" _ N .' MUDDED F-R. �� SLOPED TO DRAIN 16" MIN. ' co 1" . •.; #5 CONT. ) '-' .- ----, � p r I �Gb WASH i., , COMP. UNIT 0 c 2: FM14 SECTION @ RECESS SHOWER 1/2'=1'-0" FM18 TYP. STEP FTG. DETAIL 1/2"-1'-o' _ __'�;J ' ■ jo IF T T i II ALTERNATE:. THE REINF. BARS SHALL BE REINF GRADE SEE PLAN ' FM01 \Q r - - -^ �` ';,III aD , I '- -� I ] I;g = _. w `off° CONTINUOUS AROUND CORNER #5 CONT REINF. • ° �`. '. 1 3 i , , I `�� iAi v , I `1,11;' III I ai BY COLD BENDING THE BAR WITH SEE END. FOR , ... ' 'V �' QUANTITY MIN. BAR LAP OF 25" ... oo , \�•-------------- 1------+h'-''--------------- --- ---- ---- -- — yy c m1410 #5 X 25" X 25" o c - - -.4. . ■ O a o ..'•.,... •_,. CORNER BAR ONE o FOR EA.HORIZ. iN r STEP Qv ' ON. 4 - -----------------'WH'� If� ., cN • i ' Q� 11 a` "; F '. - II j%AMs HOMBS REBAR, TYP. U.N.O. ... (2) #5 REBAR , . 3 ; 3 ;� ; i c7cohipp / 16" \P�? ' •' °' Q , I I OR FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ., A/C CHASE 4° PVC SLEEVE 2 STORY: 20" X 10" ' , ; ; I w I I a.. T.,.ion J'AE CC 3000 GULFBREEZ.E PARKWAY THRU FOOTING W/(3)-#5CONT. , " ' (� GULFBREEZE, FLORIDA32563 ---' -• g a �� FM19 TYP. CORNER BAR DETAIL 1-1�z"�1'-0" FM23 TYP" MD PENETRATION 1/2"=1'-0" DIVISION LOCATION: ■ ■ : ■ a E PORT ST. LUCIE STEP DN. 52" FMoz STEMWALL SCHEDULE V Job Information: o I ; r- � 8' 4" _ FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL I co *T C.J. T j` — iLED 0'-0'-2'0" 8" 10" 16" 20" W/(2)#5 BARS <674# 6'E" _ N I ■ ■ _ � , ■ >2'-W-3'-4" SO". 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" o ■ , , ; >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" 2' 8' T 0" 3' 8" o W/ (5) #5 BARS CONT. >4'-0"-5'-4" 16, Ia.. 48" 48". 1162# 2'-8" m 'v ' S ■ I��' & #5 0 18" O.C. TRANSV,. F2,8 ---------- ----- I SEE FOUNDATION PLAN ■ ; I I c L j FOR F.C. SPACING ABOVE ' OI SLAB LEVEL a 4• ;. VE � m NOTES: m FMo3 I I OD o 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS. : 3 rO Z N e•I " " BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM + i i0 I I F2.5� V W 0 o j SPACING STATED IN SCHEDULE SEE CHART ABV. -07AX, P.C. „ ro t HOSE CO 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND (O.C.)CO.M. i , ____________________ BIBB 0 ..Lo LLSPACING m Vi AWALL TOR BE TIED TO#6 i ------------------ ---�-------------------- J #4TURNBERSARERRANDE 0EAC CELL0 ■■■ERPUNs Model Name / Number. - aFDN. (1) #5 HORIZ. CONT. TIED TO 111111111111111 ■ ■ 111110.1111111 ICI " EA. VERTICAL REINF. BAR FE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR 0 STEM #e CONSTRUCTION FOR MORE INFORMATION (2) #5 BARS W/IN 1820 WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0" EACH F.C. TYP. EA. ' CONT. TIED TO ;; .< ;` FILLING IS TAKING PLACE 13' 4" 8' 4" 2' 0" SIDE OF OPENING 16' 0" 2' 0" 8 0"..... 2 0 � Plan Issue Date: EA. VE rFICALHORIZ EA. VERTICAL REINF. „ ,18. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" Wednesday, Jat1Ue 20, 2021 Y, January _ FIN GRADE. S" MIN, i O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0^ TO TOP OF - TALL (TYPICAL ALL CORNERS) 19' 8" 20' 0" 10' ON e .e STRIP FIG.. :. ¢'., ; 6.IF STEMWALL IS WITH IN5'-0" OFPOOL OR WATER FEATURE FOUNDATIONSKA PROJECT NUMBER: COMPACTEDCLEANFILL � a,• s, •:' ` ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 49' 8"IN � s ,"7. MAX 12" U 8.R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS r*SEE - 21-0182 STRIP FTG. W/ QTY OF MIN. COVER THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE.IREINF. PER SCHEDULE ��"WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO FOUNDATION PLAN Sheet: /'� Of, (3 SHOWN) SECTIONS R40314.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL SCALE: 1/4" =V-0" V( ALL ELEVATIONS FMASW I STEM WALL SCHEDULE Nrs FOUNDATION PLAN LOAD CALCULATIONS ----------------- COOLING GREATER THAN HEATING s BSBE GENERAL LIGHTING & RECEPTACI 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) INSTALL FAN S.F. LIVING = 1820 x 3 INSTALL PAN BOX PREWIRE = 5460 BOX PREWIRE WP APPLIANCE CIRCUITS GFI RANGE 8500 \\, OVEN NONE MICRO /HOOD 3000 \`\---- _ _ - - _ _ _ INSTALL FAN WATER HEATER 4500 _ --BOX PREWIRE WHIRL POOL 1250 % - WASHER 1500 DRYER 5000 DISHWASHER 1500 Ip DISPOSAL 600 - - - - - - - - - SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. -34.010 CM SUBTRACT 100 % OF FIRST 10,000 _10,000 ® ' Am 24,010 NVAC CIRCUITS I I m A/C (AIR HANDLER $COMP-) 10,000 I I W A/C ( AUXILIARY HEAT STRIP.) 10,000 ° GFI GFl jo Ba 20,000 0° I CIRCUIT CALCULATIM FIRST 10,000 AMPS ® 100% = 10,000 I ' 9,604 + 40% OF "A" _ (.40 x 24,010) ' I +100%OF"B"=(20,000) 02 .000 - --�`/' -- -`-------'----------------- - - -.-t------- TOTAL WATTAGE = 39,604 n. - j- WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS a 165 - ' fv Q INS ALL FAN, �^�/ ; , ^ FAN 60 PREWIRE 1..1 \ PREWIRE ASSUMED , EDGE OF WALL ' , I 4 G m 2x6 WALL '... (FLOOR TO CEILING) .. � GFII GFJIGFl.GI- ---22' GFI GFI ---- ----- USE 2 RED HEADS - - - - - - - - - - - -� 220 ISP - - ' O TO ANCHOR WALL FOR D/W H OD0/ '. ,., FM24.1 ALTERNATIVE PROTECTION BARRIER NT.S. I , I I 1 z CEN, IOF WALL I GFI � I ' 6ply/ I � ' I 3 v r - VERIFY \ 11 GFI 4 1 \ LOCATION IN FIELD DIET Wp dt (tb / 'GFI i 220a6 \ I / -- PB OELECTRICAL "� - GELS CM PANEL 142"AFF\ 220 W.H. AT71C ELECTRIC INSTALL FAN` _ ' �' \ w BOX PREWIRE �� - \ IF REQ'D BY CODE \ m w F U JaW �\ W zz �dzo 1 '\ ac�L) \ �Y z °z I DOOR\ 11/2- VTR ; I BELL \, \ ^ - _ "'(} \, Uj o G I T \ J> GFl o�ira 2„ VTR di I W. i h 42" AFF GFl GFI z m e YY FOR GARAGE 2 M N D p ir 3"VTR DOOR OPENER FOR GARAGE <<1 m o < I / ' _ - _ _ - DOOR OPENER _ z `� o m n NOTE: -------- ----------------------------------------- KEEP COACH LITES OUT ' OF BANDING, QUOINS, AND ------------- I ROUND COLUMNS WHEN LAV LAV POSSIBLE. REFER TO ELEVATION 3" 3" W/C DBL SINK FOR TRIM. COACH' CLEAN OUT TUB W DISP. LIGHT 2° HANSON ` ' ; ; ' LAV 2". ; 42"®FF TUB 3" 2' W/C 2" ' I TO SANITARY COACH-------------------- COACH SEWER LIGHT COACH LIGHT LIGHT PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM. 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7.. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION).. 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION, 9. 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 OF36" 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 NOTACQEPTABLE, 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.11,1,1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE; RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANIaES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH Q CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE u— TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT 'tT5 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET O— DOOR BELL I*SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET LE:�] DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX ©P WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 11 C INTERCOM SY,ST � L.E.D. DISC LIGHT ® GARAGE DO D PUSH BUTTON" L..IL; OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE � 200 = 2M COPPER OR 4/0ALUMN. IN 2" CONDUIT METER ) I I MAIN POWER COMPANY #14 COPPER kIGHTS AND OUTLETS TVP ELECTRICAL #12 COPPER O PPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N:T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. : C� a g g LOmr- ICII03 ~ � W mWmi°m8 a a 4i._uird0 Q F `O �'a.$�'mCIL floe, i BE afig Z n r a ° WWW.FDSENG.COM ❑ ❑ ❑ z Z 7 - o 0 z ocst 0 4 z a N a m4 z t/1 UI 0 w cm ifs UOr __....' w t o '. _ 0 e U 53 . Q Nc°m soli ® 1%AMCZ uP%M1Vd-- DA CONTRACTORS LICENSE NO. CPC1330146 ULFBREEZE PARKWAY REEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: 0 WO C LD N N fn � M U Z ci ° J 0) .� ® J LLJ Z) m o .I m 1,A, V) IO LL ♦ Model Name / Number: 1820 ♦ I Plan issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0182 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / $00 / 2 * 144 = net sq inches of venting needed eauslly for Intake and exhaust N m TOP OF BLOCK W'DOW 0 00 co LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH FIN. FLR, 0 ib 48" OFF RIDGE VENT OF BLOCK SMOOTH DECORATIVE — RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE SMOOTH DECORATIVE RAISED BANDS RETURNS 2'.0" SEE FRONT ELEV. FOR SIZE & STYLE M rn I _ TOP OF W'DOW HEAD HGT ■ ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING `o 25 SH (2) 3050 SH 25 SH FIN. F 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" KEYSTONE DETAIL SCALE: 3/4" =1'-0" TYP. OF (2) 0 ib .R. BEARING 0 ENTRY TOP OF BLOCK I I, — - —F — LEFT ELEVATION "All - SCALE: 1/4" = 1'-0" 48" OFF RIDGE VENT ENTRY_ 4"/8"/4" RAISED BANDS RN. FLR. 48" OFF RIDGE VENT DBL 25 SH — — - — LITE TEXTURED DECORATIVE 3068 DOOR W/ (2) 1068" CEMENTITIOUS COATING S.L. AND 16" H TRAM. ABv. DOOR STYLE MAY VARY REFER TO SPECIEWPONS Mi Ed ro ED 48" OFF RIDGE VENT 0 33/2 SH 16" X 30" DECO VENT TYP Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 not sq in / sf Overhang distance 1.33 It S.F. of Area to be vented (SF) 2409 s.f. Total needed for exhaust for upper 1/3 578 net sq Inches Total needed for Intake (soffit area, lower) 578 net sq Inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo wfth ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan 169 12 12}— I6 ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH RIGHT ELEVATION "All SCALE: 1/4" =1'-D" 16' X 7' 32 PANEL OVERHEAD DOOR FRONT ELEVATION "All SCALE: 1/4" =1'-O" 8'X7'16PANEL OVERHEAD DOOR FIN. FLR (o v 0 ® �1 �s n M Co ro e glie F .,xxkx G® NF w n. � z w a aLL w0riU) �ggEE�� D��w4 .1. £l � Q� 6 O 1- Gi W p m g� g LL 2 4 a K d Q d a N g so � � www:Foswo:cxxr ❑ ❑ ❑ n �2 z o z g Z ¢ L a ,.l Z M e _w U — O c AO to L �Ar- 8 OD 02 DAMS HOMES FLORIDA CONTRACTORS UCENSE NO, CRO1330146 1300, 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: LLB 0 Z Lij m LO c LO Y d! a) U) a)m � o 6 J QJ O a 0 J LEI :D M o Jm(A)(n LO Model Name / Number: 1820 Plan Issue Date, Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0182 Sheet: 5 Of� ELEVATIONS SEE DET. TBO3 G.C. TO PR' BLOCKING W APA RE FOR SPAN I 7/16" OSS SEE "HIP/F BLOCKING F 20'-0' MAX 20'-0" MAX " 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 SECTIONS line DETAIL TB01 ATING OF 'DGE DETAIL oil ME !md Vi BOTTOM CHORD GABLE END BRACING @-/ LOP CHORD 2X4 #2 SYP ` 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.91 EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) INDAREA (4) VALUE DENOTES PRESSURE HIP ROOF >20TO4 D " a=4ft�* (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] d ti AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 -51.06 -51.06 10 GABLE -37.00 -37,00 .58.99 1 •58.99 1 -58.99 1 -76.03 ek r ROOF HAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILEY ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 8" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2s, 2n, 20E ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.C- ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3B, 3E. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD SHEATHING ROOF SHINGLE: psi' EXP.1 (4220) G TILE: In" EXP. 1(=220) r NOT 1. PER CODE ASTM F1657 RSRS-01 REFERENCE TO 8d (2 BS" x (3.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1A32", SHEATHING SHALL BE FASTENED 4�+ _#a_� 7 WITH ASTM F1667 RSRS-0310d (2"1N x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1)ADDITIONAL DROPPED TRUSS 2x4 42 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. dF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16"O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM V SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 32". O MAIL AT BASE ROWS @4'O.C. W/Bd COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4'O.C. w/Bd COMMON NAIL. © NAIL OPENING PERIMETER WI(2)ROWS 0 4' D.C. W/8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/Bd COMMON NAIL O STAGGER ALL VERTICAL JOINTS &NAIL Q 4' O.C. w1 Bd COMMON NAIL. O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER w/ed COMMON NAILS @ 4' O.C. (2) ROWS @1 TOP & GOTT. © (2)Ed NAILS 03'D.C. TO EACH TRUSS END OR CP VERTICAL MEMBER IF GABLE END. 15132' 038 EXPOSURE SHEATHIN( PROVIDE BLOC AS REQUIRED SECTION X-X IF FULL HEIGHT S NOTE: 9d NAILS FOR WALL SHEATHING MUST BE MIN .131' X 21/Z'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN ae (2} 2m TOP PLATE BEYOND 15132' OBB EXPOSURE 1 SHEATHING LL�o� � 2. N W � j IL SNLLLL ALL SHEATHING I I 2104 P.T. BASE PLATE BEYOND SEE A 2x RIBBON OR BLOCKING PLAN BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ MW FLITCH PLATE TO W/(2)12d TOENAILS EA END. NAILFUTCH 318" "S' NAIL 3B" PLATE TO VERTICAL W/(4)Bd SPACING NAILS 31C i/C 1/2" 9 8tl NAILS @ 3° O.C. STAGGERED S rz" VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. II I1 11 !1 F II 1 II III II III II III 11 III II III I I 11 IL 1 I 11 If 11 II 11 II It I II. d II II :I II I D 11 SCLID2x BLOCKINQ 0 I ®ALLSHEATHING MN 1 EDGES z 1 a� (SEE SECTION X-X) p f I 0 I, II III III III III III C III III III OPENING II III 11 NIL_-_ILJ II II II 1 I I II! ill C III 11 III- J XIN _ II II II IN Z II 56 a - ---u A III x „ III II E III 11 I If I II 111 II II I l 2X STUDS BEYOND. �M W III 111 -- ----- --, I I I 11 I IIII IIII IIII IIII I 1 II IIII. I I 11 IIII I I N I I I II IIII II ii II II 11 II I I11 II' 11 II I II II 1 I 19i SEE PLAN S � W 0 9 IIII IIII IIII I I II 1. I i II 1 I1 II H 111 II II I I II I II II If I III II II' II I �2 L_s CONNECTOR SCHEDULE FOR: ADAMS HOMES -SB20 ELEV A&OR 3-C9r TROSSID BEARING TRUSS ACTUAL CONNECTORID CON NECrOR UPLIFT FASTENERS NOTES POINT UPLIFT: DESIGN RATING. C1-05, CIV- CSV, E7, E7V, E7VP, H7, 117V L/R -307#orless HUA16/PER TRUSS MFG 1810# (9)lOdxl-1/2" - A01- A06, 001G, G01, G02 L/R 909#or Tess HETA16/HETA16 1830#/1830#' (9)lOd xl-1/2" (9) 10d x1-i/T' 603 L/R -2282#orless (2)HETA16/(2)HETA16 2365#/2365#. (10) 10d x 1-1/2". " (10) IDd x 1-1/2". (9)10d xi112" AOSAG L/M/R 586#orless HUA16/HICA/HETA16 1810#/1340#/ (18)I0d xi1/2". ' 1810# (9) 10d. 1 1/2 1810#/1810#/ (9)10dxl1/2. B01G, B06G L/M/R -615 #orless HETA16/HETA16/H10A (9)10dx11/2 1340# (18) SOd x 11/2" (9)IOdx 1-1/2" AO1CO L/M/R -568#orless HETA1S/HETA36/HETA16 1810#/1830p/ #/18 (9)10d x1-1/2" (9)10d x 14/2" 9 10d x 1-1/2" 'I A07 ,^ L/M/M/R -7154orless HETA16./MTS12/MTS12/ 1810#/1000#/ (1410d x 1-1/2" I, HUA16 1000#/1810# ;(14)10dx 1-1/2°. (9) 10d x 1 1/2" (10)10d x 1 1/2' L/M/M/R 1859#orless (2)HETA16/(2)HTS20/(2)H520 2035#/2900#/ (48)10dx1-1/2" /(2)HETA16 2900#/2035# (48)I0d x 1-1/2" (9) 10d x 11/2 JM15.06"L/M/M/R 874#orless HETA16/H10A/HErA16/ 1810#/1340#/ (18)10d x11/2' HETA16 1810#/1810# (9)10d x1 1/2' (9) 10d x 1-1/2" db,A CONT. 179FILE orLus NAILED 330FLF 11)I6d@4"0C. PER GE01/S-4 TRUSS MANUFACTURER' PROBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS; 1/11/21 L= LEFT, R = RIGHT &M MI DOLE BEARINGS BEARI NG LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAWINGS ALL CONNECTORS ARE SIMPSON PRODUCTS 3/12 VLT 3112 VLT 3/12 VLT SRG. 8'-O"AFF W/ KNEEWALL TO(1�00''- "" \ v / LL 9 10'-O" CLG in J :F) 20F L 11 11 11 EXPOSED TO WIND 1684# UL 10'-0"CLG 3/12 VLT TB15 S.4 10'-0" CLG D 10'-0" CLG 3/12 VLT 10'-0" CLOG C1 10'-O" CLG TRUSS LAYOUT "A" & "CRT' SCALE: 114" =1'-C" TO WIND 10'-0" CLG 3112 VLT 8'-O" CLG VALLEY FRAMINO.T BY OTHERS 8'-O" CLG 2282# UL OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 TY�O. SIMPSON- CONNECTOR SCHEDULE. LISP- CONNECTOR SCHEDULE MORN TYPE CONNECTOR& FASTENERS SPF 9'rys CONNECTOR& FAST ENERS HT WE SYP OFRAMET° FMTAIBW(NiWxi V2'OR 1878 MASONRY lETA20W08/W x11/2' HTA20wl(10�Wxl1W 'No 1870 OFRAME TO FRAME HZSAw1U0)W NAIL9 535 5 Bk RT7AWD()W NNLS 515 BIG © .FRAME TO H10Aw101010dx11? IOIa loR® Rnm 17)1auxitrz US IOZo FRAME 16A2W(78)IWx11YC A72PLYTRUSSE6 830 1 TI82 wRI8)iWx11YL'AT2 PLY iRU66EB B95 1080 FRAMETO MTS12wAl411WXlIWjATEx1ERIOR 850 MOCATION FR4ME LOCATION INCLUDE 131120 TOENAILS) INCLUDE (3) Ud TOENAILS IDW I'M O FRAMETO MOT WWII W NAILS AND SAY A.T.R. W IT 93J0 SM MWT1&WU1R10d NAL8ANDW A.T.R. W NAMNW EMBEDMENT W BINPSON'SET'EPDXY IZEMDEDNVNTWSIMPSON'8Er'El'OXY 3930 4485 O FMRA TO H1620 w/g411W x1112'V\T EXTERIOR ]e 18 Q Hi W20W(a4)10dx11R°(ATEXTERIOR FRAME LOCATION RJCLIAE ] (9 dTOENAte LOCATON INCWDE 13tl TOENALG 128E 193p ®j FRAIP TO (2)FR920 W(48)IWxt%(AT EXTERIOR 7250 2820 HTW20 W(4BHOEx)UNI(ATEAROEA) FRAME LOCATION MCLWE(8)12tl TDENA'L9 L LWATDNINCLUOE (8)12d i0M4AIL3 (FA) 2870 HOBO TO HGT-2 W(11BIW NAILS AND R) SM' A.T.R. WGT2 W(15)10d NAILS AND M W AT.R. ©FRAME MASONRY W1T'EM9ECMEM W91MP8W'YIET' lam W it EMEEOMEr4T W SIMPSON'9ET' 7020 am EPDXY(HGT-3KR3.PLY) EP0XY(4MGT3FOR3 Y) O FRAME TO FGTRW(10) 114'xr8 WOOD SCFEWB 3400 'Im RFUSWO2) WS3 WOOD SCREWS AND NUMNRY AND 11' x5- TTEN ID ANCHOR WLTS (4)W4'xe'1AEDGE4&OLT 71M LGT2 WOB) 1W SINERS O(1) j FRAME TO & O)1n•x R-IMTTTEN 2 1750 wm MAKIN" SEE 0 EL W ] © FRAMF TO MASONRY/ (2) LGTR W (8Y)1 W SIN ERM A('14) 3SODM W PLVTAU89 (2 ) 40" q) L(Cn W (32)1 W SINKERS & (10) 1/1°x 9"WEDOE-D T a PLVTAuea J100.M 9100HA FRAME )INSINTEN OR (28j1W MNKFfRB FOR FRMIE (EA) 8246E 37AF OR(821 tW MNKEIL9 FORFRAME(EA) 9BWF 4620E OFRAME TO MASONRY (2) LGT3 W(24) 1/4'x 3' W9 KREWS 3(8)&8° x T MEN U MY TRUSS) 4>8PM 867 70JA (2) LUG21 wl(24) Wx 21/r W92a SCREWS&(4) 3/r x T WB(2 PLY TRUSS) NEON 7060-M FRAME W16F. OR (67I1W SINKERS FOR FRAME (EN 6 MINI) 1W3NH(GR9FGRFRMIE(EN 8490.E 7710-F O 0FAA1 TO HJ410DPr1UG410W(1e)1W &(10)10E GN2d8D HD410OPT FD4101FW U0)16d&(I0O 1W Ga3&&o BEAM NAILS U#1885 NTmr U#1350 O SEAMTO HU4Wa GRm MDg00Pr FD41gFW (20)iN°x3' W3355 MASONRY W'U(I0AIW8)TTEN 1a'x28'4"&(to)iW NAILS UI71MM WEOGE80LT&1G iW NMl9 UtlMiO L�6FA1470 2 MASONRY? HW80PTHUC46WMa10d NAL9& GI1e4Q (12)t/4'x23M'TR1BN(TOMASJ GKI000 ND480PTHU46N1BN10d NA1L9& Gtl1m GRtal; FRAME U"o RV (tTl 1 W & Tel I W (FOR FRANE) SYPW MUM SYFw (12)141'x239'TAPWNSTTOMAS.) OR (12)1W & (E IW (FOR FRAME) U81030 SYP-F UNM50 SYP-M FRAMS TO (2)-RIETALB OPT (2) HETAN Iwo (2) HTA180FT(Z HTA20 MO MASONRY 1YW(10)IWx11IT OR 2� � 1-PLYW(10) 1 W x 11,7 OR 18T0 UD I24410 2RYWwx1V 2-PLYW11�1W HT91416 W(MINd NMLSAND(4)1I4°x2 IW ee9 111Q HTWM16 W(SIM NAILS AND (4) 11Tx1 NO. 1145 ir2E TAPOONS WEDGE.WLT OFRAMETO N MASONRY OR H7SM=WN000d AFD(BI14Y 1a" BW 1110 OR TAPUN TWM211 w/11 o)1WNALSAND H)ta"x12N" WEDGE-DOLT 11tl IT25 OFRAMET° P H108W(B)&ExIlWNAILSANO(�3R'xd' 780 019 MASONRY TRAN NO FRAME DE ')111 IN SD q SWOOD OT8-RW vb•xl lq" 1aWW 0 MASON Rv SA BOiEW6ACINI' /r8AT.DTEMREDW IBIS 1145 6CAEW6AND (1)12'BATREE"IEDW 1510 IB% 31MP90N°SET' SEE NO'IEN 3IMPWN•SEN BEE NOTEN FRAME TO HRa W(Re)iW,Q 1?NAI.AN0(Um HTT46WUd)18tl#112'NAEBAND(1) O MASONRYIT ATIR. EPDXIEDwI BIMpeON "8Er 4375 SOON) SN'O A.T.0. EPOMEDWBINP&ON'SEP SM (SEE NOTE"MLOW) (SEE NOTE N SELDM MANE FITT4W(i8)iW N21?NML9 AND 11)&M'e HTT4a W RE)iW x21/2'NALS AND (1) © MASONRY ATA.EPOIOEDw'SIAPSONSEr U40 4YIS SAPS A.T.0. EPDXIK W81MPSl1N MET 41M (SEE NOIEN BElONO (SEE NDTEN&EIA OFRAME TO FRA1&E II,MW(Z4) 1W., lr"A 78B S10 LUGTIW (23)8dxi ilr NAILS S75 104a O FRAME TO !NEAT W PB114NI W W8 WOOD 180 R11M4 _Tc1 r1112'NAILS d MASONRY KKW6&(5lMWI/PTAPCON6 AO M)114'xl W'TAPWN6 THIS THIS TO VGTW(16)1/4W' SDSWOWWREWS& OFRAME MASONRY (1)dAr9A.T.R.F 1WWSMPS0N"SET' W88 4940 W 12' MIN EMBEDMENT TO (2) WTW(W) WNr SOR WWD SCREWS O,ANE MAKNRY (2) ",a AT.R. EPOMW W MNPSON am 71MI SET WITMIN.EMSEDIIENT O FRAME TO W'08)i/4'x3'SDS WOODSCREWsd HDU45D&2.$W(10) 1W410806 WOW 32&5 4585. MUGTi6W(22)1W NNL88 HTT46 w/na). FFAM1IE KREW9 & R) NB"BA.T.R 1W NML9 & (11 a#Ta AT.0. - 4180 OFRAME Y TO (2)HEMWGU)IWM!lWNA1L86 I415 6030 (D t/2' NAlL3 FRAME (H SIB'S A.T.R. IEEE NOTE W) it) wpo Am McE &IU51#'BAT.0. (BEENO7ENJ 50W recede, nrwuemnR Mrwm. 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOW WALLS/BEAMS W/(2112d TOENAILS, 2 Al TRUaB TO TRUSS CONFECTIONS ARE PROVIDED SY TRUSS MANUFACTURER, UN.O ON PLAN. 3 QC.MAY USE EITHER SIMRSON OR USP CONNETORS, ME FRAMING PLAN TOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, WAR ON PULL WWT SYP 4T T'M"TO TRJ&9 VFRI`A WEB W(2) ROWS OF IW NAILS V O.C. STAGGERED. e. WMIN. A.T.R. EM9WMENT 9 CMU BOND SEAM U.N.O. 6- 8CA8 TRUSS CHORD W 4'4"Tx SYP 42(MATCH CFIORD LLMSER SIZE) W'U) ROWS IW QPT FROM END& 4' O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POS9aYE. O MINMALCORWCTORUN°ONFRAMINGPIAN 1. CONNECTION FOR ALLRWFIFLOORTMSWSTOMMONRYWAILSIUNMIIWWµWUWONP N 2. WNWnC AT24"ORBT'O.C.PMMNGVFAT SFORALLF=RTRUS$PBPARALLELTOMA3°NRY WALLS SEE DETAIL 11112AB&I FOR MOE INFORMATION WALLSIICF 3 CONNECTON FON ALL HIP JANUMS INUEmo omroSONRY 4. CONFECT(ONFOV9RFYNTIN0009R1MeOPADONTCIP OFMAWNRYAT 9"®DYOUT TAT EACH U16.C14iAXW CONNECTGC.TOVERTRUSSSMIDOESNOTCONR.I WOW OFAPPLIC7�S0�)Im OC 5. CONHECTAIL FLgORTRUS8E3 TOINTEPoOR STARING WOW WPLI/BFAM6YN q)12d TpNA(LS O MINMALCONIECTORUNOONFRAMIN°PLAll 1. WN}ELTON FOR JTCKTRU95 TO WOOD WALL OR BEAM © MIMMALWNNECTGRUNOONFRAMINGPIAN 1. CONW"MFWRNITRU89ESTOIWMORIEXTEPo°R IIWWO°DW LSANDNRSENHB ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSHI SCHEDULE THIS SHT. FOR SHi'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" D.C. MAX. O CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16' OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES, ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905,1.1 - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT 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 FIPfy&�� TRUSS LAYOUT. AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING% :m CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF 4 IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLE 4pY T IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. s +1.".C, @ FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL ° SEE TYP. WALL SECTION 2x4 PT. FASTEN TO C.M.U. W/ 11/2' LONG _ T-NAILS @ 2'-0" O,C.. SECUREJ-CHANNEL @ 12" O.C. -METAL DRIP EDGE + -2 x SU&FASCIA o -ALUM FASCIA CONTINUOUS VINYL ® G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TQ RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WINE) PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" bpl 1}PrIIIId a 1 O � 4 Sd1Pr. ••• . '� D 1�yA RU vice O� FLOC\' e a G) E' C) d I mfiBB€- tO (� 10 to ,F ISJO 00 Jh an ~ W mEn n� r O. n•� 'f., s o 5 WG0 iL L u 4 E1 `$1 IIIgpIL Z d a � I a u O _1 In I- r' .w2b WWN FDSENGCOIN ❑ ❑ ❑ z M o C K. z N Z � y R in D - f I`L z N w v � m QDI � J ZD (-) Q INO 0 nAM112 YAMW412: 0 IDA CONTRACTORS UCENSE NO. CRC1330146 ULFBREEZE PARKWAY (il "REEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O) � a'' W C LO 04 m m N � 'Of U J C) Z f- 0 a _ 0JLjZD M o J m Ui m Ln LL Model Name / Number: 1820 Plan Issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0182 Sheet: >y ' Of: ROOF PLAN A 1 ■ .r 15 LINTEL BEAM: — 1 COURSE LINTEL .;` rC1'f,�d �+ #gypp .h }gip " .• • �.• cna _- _ ' .. �i BLOCK W/1#5 t T � ..f ", ii:'f�. '+•, •':( NONSHEARWALL SEGMENT BAR &,MIN PSI >rr up i �y V''11r1 1y'1I'}ig./,11 • •� IAPACIM530.)25" .. iif! _�1 On TYPICAL SHEARWALL SEGMENT '` <4 ! p LF rlI1iL CAVT' O ALL SXEARWALL SEGMENTS _ sorrow nkwa"clrvo awnPmuurv. V[i,Tr�ilx " CONSIST OF A FILLED ragewea umrx (;API CELL EACH END WITHOUT, AN OPENING BETWEEN. C.(�f1C "H I* t •,y ,+I FILLED CELL: r.xu�urx yvwr, u. ascot r 1 "� I • FILL SILK. CELLS WITH 3000 P.S.I.e- n: GROUT ONE #59 LOCATIONS SHOWN ON THE FOUNDATION �eonw s�xnn cnvttr T ' CONIC. SLAB SEE PLAN AND FLOOR PLAN.«,, " .:- ... ... FOUNDATION PLAN MIN. LAP 25- (ACI 530) FOR MORE INFO IB �J y .. S •• •• . e. '.' J' ' `. .T �� N 4LWIDTN TOP OF SLAB rvon*n-occur RooAA Ar non i'. r3..� 4nil „'.. .", ',='el U`�'� :: , • ' . .IT -7' .%' "a .,. • MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 WAS) - SOd X 11/2 SP6 OR SPS FOR 2x6 AND 2x8 WALLS — — d DOUBLE 2x TOP PLATE • STANDARD HOOKS SEE MSO5 FOR MORE INFO TIP. FILLED CELL W/30DO P.S.I. GONG. W/1 #5 REBAR VERT. .INTERIOR BEARING WALL INTERIOR SHEAR WALL EXTERIOR FRAME WALL 8" C.M.U. 2"x#2SYP/SPFP.T. W/ (3)1/2" X 8" -J" BOLTS OR (3)1/2- X 6" EXPANSION ANCHORS OR (6) 3" X 1/4- TAPCONS OR }' (8) 2 7/8' HILTI TMONI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) c ALL TO N.T.S. #5 REINE 20' MIN. LAP BAR 030R 44 REINFORCING BAR #3 & #4AP CPI IT 1o„ I 25" MIN LAP #5 STD. 9Q° HOOK !�#5#5 REINFORCING BAR 15 LAP ^PIT AP ^PII+JPI Jf SCALE:1'-I'O" 36 M�� #6 REINFORCING BAR e GRADE 40 U.N.O. #6 LAP RPLICE MS05 REBAR SPLICE DETAIL - GRADE 40 N.TS. O MATERIALS I. fc precast Ilntds = 3500 psi. 2. fa prestressed lintels=6000 psi. S. to grout= 30DO psi W/ maximum 3/8" aggregate, 4 COlwrele memory units (CMU) per ASTM C90 w/ minimum net area compreaeive strength -1900 Psi. S. Reber previded In aecab Ilnal per ASTM A615 GR60. 6. Fold rebm per AUM A615 GR40 a GNU, Prestressing should Per ASTM A416 grade 270 lox relsafbn. 7. 7/32 wire per ASTM ASIO. S. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mode head mid bad Joints. 2. Strore 1Ibd Intel. as reenters. 3. Installation of lintel must comply wNn the WEN ectural and/or structural drawings. 4. Lintels ere manufactured with 51/2' long notahes at the Ends tO aCW MMOdme V9rtioel Oil reinforcing and grouting. 5. All firms meet or exceed L/36C Vertical collection. except llnW917'.4' and longer With a nominsl height of B' meet Or Wizard L/180. B. Bottom field added rebar to W hbeter d at the t attaof the lintelcevlty. 7. 7/32' clamber wire sdrups arc Welded to the bovem Wool for mecmankni anenorage. S. Cost 'Inpleastartrate my be acysted in compos, lintel In lieu of donate masonry units. 9. Sam lead ratings based On ratlpnpl design analysis per ACE 318 and ACI 530 1C.Umel min. depdw are celled Out an libel plan. If contractor inetano a deeper proof than Indicated On the plan, doing this Increases the strength of the lintel and is almmwd wHheut wrinwrWng letter. If e snuffer Ilntal Is Installed contact FOR for eMXaal. SAFE LOAD TABLE NOTES 1. All values based on minimum 4' beefing. Exception: Safe beds for unfilled lintels must be reduced by 20% T beefing length is less than 6-1/2"- Safe loads for all recessed lintel@ broad W 8" nominal coming. 2, N.H. - Not Haled. 3. Safe Inca are total superimposed allowable load On the section spoefflec. a. Safe loads based on grade 40 %grade 60 field reber. 5. Addmcnal leWml Had cspmaty P#h be Obtshad by designer by providing addlonal 101111010911 masonry about the precast lintel. 6. One #7 offer man' be substitute® for We #5 rebas In 8" lintels Only. 7:. The desuen r my --ft eta WHOOlfrbbed IuWs fin, the safe lead tables by tabulating the mardmum reslsling mni and shear at daweyfrorn Two face of support. S. For ca,Poelts lintel hefghla not ghown, use safe bad from ne,.t lower neort. 9. All safe loads In unKs Of pounds per linear foot ATTACHMENT REQUIREMENTS PRECAST •U•LINTEL w/3GDDP,I DGND. GROUT SIZE TAPCONS SPACING #ROWSL11/ AT OPENINGS SEE GENERAL CONCRETE WffH T( 2 x 4 1/4" X 2-%- 12" O.C. 1 LINTEL SCHEDULE FOR REQUIRED rI REINFORCEMENT 2x6 1/4" X 2M- 12. O.C. 2 HURRICANEANCHORS_��2x8 1/4"X21W 12. O.C. 2 (11i— / NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST m �LIMEl i P.T. SUCKS i n BUCKS W/ r 2/2" O.S.S. r BETWEEN FASTEN T NAILER PTO MASONRY n IF DOUBLE 2X NAILER IS USED, USE 1/4'X 4 1/2" TAPCONS- SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. ALL ELEVATIONS - � � �..;', Tom:-�'�; �.•.; Y i'a�'a yea=�H• REBAR ON BOTH SIDES OF OPENING U.N.O. SODEGREE ANGLE S000 P.B.I. CONIC. W/1 #5 DIA. REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST ' COMPLETE CMU COURSE BELOW SILL B FILL SOLID • W/ (1) 96 BAR FOR ALL WINDOW OPENINGS C-Sr, AND Wq0 8"x8'x16" CMU U.N.O. • SEE FOUNDATION SEE I PLAN FORT MS01 I BLOCK WALL REINFORCEMENT C1I� vIIG TIDN PLAN NS N.T.S. HOOK TYP. BOND BEAM S'x8'x 16'K.O. LINTEL BLOCK RLL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25- MIN. LIP (ACI 530) -ITPJyJt a ap\1ORR a � 64 4( 0 N OF s 000�oT°a C 3 g Iran 0 00 r W `S $� N/, m fi W li fi 24.a ra br-9G .' W w LL W a it :yaJ ys77 0 g 13 of o WSfR P LPZ IL m d 0 L 4 a b 8 N k O bm`u z. O U XM O Z M — O O O+ Z Q N a ri Z m nL/I1 O �} W D - O LA W N� ct0v0� F {typtt d7 = O^ N a � e1° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r lob Information: 0 losessess- to W O � / N m I.JJ O LL. O J W D im o _ j In(/) (f) LT L` r Model Name / Number. 1820 r Plan Issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0182 Sheet: i Of: s LINTEL PLAN t i L.. 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) Y2"x5" 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. 6PER 1'.;, ,J•:;� TRACK TO JAMB. '� l" •' (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2' o h d " "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o " SECTIONAL OVERHEAD DOOR CUNT. P.T. #2 WOOD SYP 2"X6" b TRIM °o le,,l,�' „ `j`mm�s r p 2"x6" P.T. WOOD JAMB c� ,. DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR `� FLOC\� TRACK MOUNTING DETAIL �'°°0oSIOoPt'° rbj NOTE: DETAIL CD22 / 3-2 MAY BE SUBSITUTED FOR THIS m DETAIL - UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.:S CD21 ENTRY CMU COLUMN/BEAM N.T.S. N C 9 III 0 I � 8 00 u ik if. UHNe. J J J 0 �gO, LL LL LL a IIIwa-'o§ ge'9E'= a 115 $ aLj BLOWN -IN R-30 INSULATION PER FBC °w Q 15 d w 3 AND ENERGY FORM SUBMITTED WITH ' „�y p R Y $ Z `� U i O PERMIT APPLICATION PROVIDE BAFFLESg S BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED 12 AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR g° loll t -va m ¢ O w Z N . O° 12 WRH PERMIT APPLICATION ' SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT T $a `�. "'` O a —' N o 8 AF ATfSIC T EAVES PROVIDEBAFFLES SEE PLAN PER FBCR 905.1.1 OVER APA a r341 (FOR PRE ENGINEERED WOOD ROOF SHEATHING -SEE SCHEDULE- p�. 8`0 ❑ ❑ ❑ FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR a www.a�senc.com 'n TILE ROOF (PER ELEVATION) � OVER APPOVED UNDERLAYMENT SHT'G &FASTENERS. ' ' PER FBCR 905.1.1 OVER APA TRUSS ANCHOR (SEE PLAN) Z Z ROOF SHEATHING -SEE SCHEDULE- PRE-ENG. WOOD [RSH] - ON FRAMING $HT. FOR TRUSSES @ 24" O.C. •'- ' _ SEE PLAN FOR — - - � BRG. HT. N Z y Q .3 SHT'G & FASTENERS. 1/2" DRYWALL • w ' , ' TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FELT PAPER OR • ° ETAL DRIP EDGE TRUSS PLATE v Z 'J 2X SUSFASCUL N FAQ 3/4" P.T. NAILER r (TYP.) FRAME FOR BUILT-UP V) (g m •R SOFFIT. SEE ARCH I/z" DRYWALL PLANS CORNERS min (3) 2x4 OR 4x4 w/ 2x4 POST UNDER EA 12 -METAL DRIP EDGE CURTAIN NAILER A 8 x 8 x 16 K0. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. SJ — " - 1/2' DRYWALL 2x STUD 2X SUBFASCIA 1 x 4 P.T. @ WINDOWS n LINTEL BLOCK 1 x8 P.T. @ S.G.D. n O.H. W/(1)#S DIA. REBAR& KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. V) ,,, v') """ CONNECT ALL n Cn c TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. " SEE ELEV. 3000 PSI CONCRETE PRECAST "U^ LINTEL "„ (TYP.) ALL SIDES i /f �� \ O \ (TYP.) FRAME FOR CDR- O O M U cq E ... I PLANS " SEE SCHEDULE " NERS FOR NON LOAD a,o °°v o 1/2 DRYWALL SEE PLAN FOR HEADER SIZE V \ BEARING SIDES NAILED F/0. v 0, v o° < va va w/ 16d NAILS @ 8" O.C. \\ } U ro- Qp\\\s 0f a N Q � am OPTION: 1S/32" OSS EXPOSURE 1 ON °'H' A\ \\:u o,� x \ MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED. T ED EA. (TYP•14 COURSE HIGH A.F.F. (1) CENTERED EA. (1) C DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T813 FOR NAIL ATTACHMENT. ! SIDE w/2" WASHERS \ i CMU BASE FILLED w/ CONIC (OPTION) STAPLE: 16 GA. 1 3/4^ PLY ATTACHED W/ (Z) ROWS OF lfid STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. (TYP•) w/ (4 ) VERTICAL RENF w/ NAILS AT 8" O.C. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO- CRC1330146 CONIC. ALL LOCATIONS PLAN Al-A1 of COLUMN 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN " SHOWN ON FOUNDATION H &FLOOR PLANS GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN N P DIVISION LOCATION: LOCATION OF OD WALLS rn EXTERIOR WOOD WALLS. � SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCIE ,FUL OPENINGS ARE INDICATED, Fuu. w/11-10d TO BEAM FOR BEAM SPEC. ♦ Jobinformation: STUDS ARE REQUIRED). & TO FRAME BELOW NOTE; 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW ell WINDOW STOOL W/ SCREEN CEMENTffI0U5 DECORATIVE n PER SPEC' PRECAST CONIC SILL FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 N INSULATION AT CMU BLOCK WALL , ; FILE COP) O 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM V 'J EXTERIOR - , MORE INFORMATION). SEE T013 1/2" DRYWALL SUBMITTED WITH PERMIT (SEE ELEVATIONS) ) , ON SHEET 6 APPLICATION ILING INFORMATION FOR FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING 1 x 2 P.T FURRING DOWEL #5 DIA. REBAR I P.T. 17" IN CONCRETE - 25" O LO N ItFIG. Ch WOOD FRAME WALL PER FBC P.T. ZX #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN x 4 EXTEND (ACI 530) ABOVE BASE NAILER SLAB. ALL LOCATIONS SHOWN SI MPSON HETA20 \� ` '� O WITH PERMIT APPLICATION WOOD BASE Al ' Al BUILT-UP CORNER MIN (3) 2x4 / Qj N HD) w/2" WASHER AT 32" O.C. ON FOUNDATION PLAN w/10-10d TO COLUMN MIN, 6" FROM END -SEE W507 WOOD BASE SEE FOUNDATION PLAN FOR OR 4x4 POST / POST EACH END OF BEAM UNDER 7 ~ U m o a FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF_SLAB SLAB INFORMATION _ _ TOP OF SLAB I , NOTE: 2 X 4 P.T. PLATE Lu (O Ian m --- "-- _ _ _ _ a � �I/•�� /� VJ '—*—*—•=*---� BOTTOM STRAPS MUST BE VJ oo ' GRADE INSTALLED ON INSIDE OF rr> ♦ Model Name /Number: GRADE71 COLUMN. DO NOT BEND , o STRAPS UNDER PLATE. 1820 SEE PLAN FOR PLACE STRAPS IN ♦ Plan Issue Date: COMPACTED OO RE -BAR QUANTITIES . , - ^' CELLS w/#5 REBAR ; •4 '� `;� -, °' (TYP.)4 COURSE HIGH CMU BASE FILL . ., ° •' °- FILLED w/ CONC - SEE PLAN FOR SIZE. TOP OF COLUMN BASE - Wednesday, January 20, 2021 SEE FOUNDATION PLAN 16" SEEPLAN SEE FOUNDATION PLAN -,',' -�•° °•.•,..':•• .. 2'-0"AFF ♦ KA PROJECT NUMBER: FOR FTG REWIREMIENTS 21-0182 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: DETAIL - UNLESS NOTED OTHERWISE ��� WS01 TYPICAL WALL SECTION - 8" CMU 3/4^=1'0" ------ WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4- 1'-0' CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS m 1" t+A" 144'• 14v (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10o ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS NO = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS OUTSIDE FACE) NE INTO E,, COMMON WIRE NAILS EINTO = OUTSDE FACE) R) - 0.1LN31/2" OR EQUAL 6) (D=30 162", U1/2I OR EQUAL 10ENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHDWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 MR THE THICANESS OFTIE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS I N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR ��.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. NERHANG •N• •p• FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 48"4/jy 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ 2x4 STUD EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS ` BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR \` \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. STANDARD �� ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �� I �l ` (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING b \`�I \`� TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 I * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) * TOP PLATE TRANSITION Z PIPE OR DUCT w/ OUBLE 12d + +I a Iil PENETRATION THRU TOP SPLICE _ I+ +I y TOP PLATE w/ MORE o THAN 50°% OF TOP ROWS 12d 2X TOP PLATE TO I 3 PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d > SIMPSON PSPN516Z NAILS @ 6" O.C. ii W/ (12) 16d NAILS TYP. "4f I TOP & BOTT. _ _ _ _ _ _ + + NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAYBE SUBSTITUT ED W/ 2X4 STUDS @ 24" O.C. 2X (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO SINGLE BASE &TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS PLATE W/ PLYWOOD * NREQ'D. WHEN QT SYSTEM IS APPLIED OT SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL GE15 I FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU— -7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2.8d EA. END EDGE VIEW SP4 AT (3) 16d COMMON 24" O.C. NAILS(TYP)T SEE PLAN FOR WLL HGT. 9I� , • PERLOCATION----*, I'2 I/I�r %j .i✓i0%%/ 0. •. •' EACH •VIA :. • :• E30X HEADER� EACH • BIIIIIIIIA, It' WINDOW OR DOOR OPN'G CMU WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1'-0" OR SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. 'BOTTOM SPUCE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"-1'-C * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS LACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 (2 (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 6' 3 4 3 4 2X CRIPPLES @ IV O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH 15 LE55 THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN STRAP 10d NAILS @ 8" 0/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U. N.0.) - OaFN� * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"0/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" 0/C UNLESS NOTED OTHERWISE +iZR9L1111ry\I. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. STRUCTURAL SHEATHING LIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTEHEATHING 'ATTAPER NAWNG 'SCHTB13 ON 1SHESTUD I ANCHORING: STUD TO TOP PLATE: R19At10N AT EXTERIOR ' SIMPSON SP4 WOOE WALL PER FBCAND Y FORM SUBMITTEDWITHIT APPLICATION I 2 X 4 SPF (WHEERIOR WALL IS AT 16" O.C. EXPOO INTERIOR SPACE) I.T. ' STUD TO BOT PLATE: SIMPSON SP4 LINTEL ANCHOR BOLT NOTE: HOLD FRAMING 1/Z' BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4" = 1'-( Wool PLAN TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA2Vs W/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED w/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. CODE COMPLI ST. L.UCIE COL g^ 19a N z00 g g m 00 Dabi LL p p J J i+r R p �- e { S�Z LL w Bma� a a .-F §•w,( Q QAgLLe a w ai e F�p: a B LLB{ 0 3 30 DO OJ LL m d Z� d 0 0 w o �9 z ,•](W W TDSENG.COM ❑ ❑ ❑ W Z o 0 Z Cl� N � � < d N — N Z � t/S Ur m �4-� awe � ZD F N E I!% Um o <oe�o alm FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFEIREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: me—,c O UH W m ' 10 0 � ti N 0JLUD m o J m U) U) LO " Model Name / Number: 1820 Plan Issue Date: Wednesday, January 20. 2021 KA PROJECT NUMBER: 21-0182 Sheet: /mom -v{ Of: TYPICAL WALL DETAILS 2X4 #2 SYP BLK'G @ 16" O.C. W/ MAX 911 UNSUPPORTED *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE (RSH) ' TO BE LESS THAN SAME SPACING AS BOTTOM CHORD LATERAL BRACING "� SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP ' OR EQUAL TO 45° _ (MIN. FIRST 4 BAYS) BLWG 0 16" O.C. i a .MINIMUM 2"x4" _ 8d NAILS @ 4" O.C. IF > 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING 10D X 0.131 @ 8" O.C. EA. SIDE (SEE PLAN FOR L - ". "` • WALL AND ROOF ' LOCATION) '" - -'' BLOCKING SHEATHING SEE TB13 SPECIFICATIONS FOR2x4 • `PP L FOR ' `•: s'. 2x4 SYP OR SPF CROSS BRACP GABLES 3'-0" TO 5'-11" TALL. APPROX. AFTER RIDGE 2x6 SYP L BRACE FOR = • , - _ ' THEN . 3-12d NAIL W @ EACH FEND & � GABLES 6'-0" AND TALLER. ' , • CROSSING AT 45 ANGLE. ATTACH L BRACE w/ i (NOT REQ'D1 WHEN FASTEN (1) SIM ON HGA10 12d NAILS @ 4" O.C. 'ING CONT 2x4 BRACE CONNECTOR FROM GABLE TRUSS TRUSS BAYS (8'-0') NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d --- W/ 3-12d TO CHORD (MIN LOCK/PLATE NAIL GABLE TRUSS PER JOINT ' • 1ST 4 BAYS) TO TOP PLATE w/ CONTINUOUS LATERAL BRACING : 2x8 .T. PLATE 16d NAILS @ 4" O.C. 1/2"x8" ANCHOR BOLT ' NAIL OVER X•BRACE AS SHOWN- 2x4 SYP OR SPF BLOCKING 4 BAYS Al 48" O.C. MIN. ' INSTALL BLKG. AT TRUSS WEBS BETWEEN TRUSSES @ 48" KNOCK OUT COURSE O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING _X-BRACING - 2x4 SPF OR TRUSS w/ 3-12d NAILSEA. MASONRY WALL SYP W/ (3) 12d @ EACH TRUSS WEB NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE SIMPSON H8 NAILS PLAN. TB01 TYPICAL CROSS BRACING DETAIL N.r.s. T602 TYPICAL CROSS BRACING DETAIL N.T.S. io lodxl l/2" FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" s�gsee: PROVIDE 2X4 MIN. BLOCKING AT ESDS ND WOOD PLATES BEAM NAIL TOP OF "T" 2X4 BLOCKING w/ 2-12d TOENAILS TO T RfiS eee CENTER LINES TYP. / TO GABLE TRUSS w. 2-12d `e'\gem %� •..... BETWEEN TRUSSES W/ (2) 12D ES W/ (2) FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BELOW, SEE PLAN. lOd x 1 1/2" NAILS �Q • \0,F ei NAILS EACH END TO TRUSS TOP y ;� 64 a J CHORD @ WOOD FRAMED WALL @ DUTCH GABLE NDs O �^ �••• : A TRUSS ALTERNATE TO BLOCKING TRUSS BRACING GE01 GABLE END BRACING N.T.S. « S PT P 9 9 • \� WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP WOODPRE-ENGINEERED T LEAS ei LOP` N ei q _ TRUCTURAL _____. PACE w S LON G.T. SHEATHING e'T e111II„e6, ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 N TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - --OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) '.. (2) 12D NAILS ROOF AT 12' O.C. MAX MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR _ �- R 8 p N ' �'� SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING PLAN k' .t`4 III ID 00 G C w 3 gg F In m r BXETWEEEN TRUSSES HIP TRUSS � � s BD a SPF T-AA w 4 �� g 0�� d it 3 5 �l �� � -a at T603 HIP BLOCKING DETAIL N.T.S. TB04 N.T.S. /RIDGE TRUSS BRACING OVERLAP DETAIL (TYP} g a �'A a W, m O sm W- m Z- g ¢ a k Bg8fi O °V In o e 5 w U J (on .z A$ r WN W-FOSENG.COM ❑ ❑ ❑ l Z O p QJ TRUSS NOTES: Z Q y 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPi-2014 N (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND � '•L BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED //I�� l / / � V II Z N TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY M CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT �` EVENLY OVER A LARGE AREA $O AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL 4� h .y LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. U 0 N .O 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. V 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS ATALLTRUSB BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. nf C upn 5. PROVIDE TRUSS BLOCKING SEE TYP. BLOCK! DETAILS V) ? mNG TRUSS Cq 4.411. SHEATHING w .10c O � $ � � 3 TO 4 TRUSS 2x4 AS SHOWN ` ALTERNATE ' p� 2 p � N C C Qr� TRUSS SPACES DIRECTION 0 ; o Q N D b0 W RUS • DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. ' W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS (2)-1 NAILS _. - --.,I •, - -_ ,»»» FLORIDA CONTRACTORS LICENSE NO. CRC1330140 OR HCLR/LL IN PLACE OF 14) , 1) SECTION TO E TRUSS REQUIRED 0 RAFTERS GREATER THAN 8'-0" B-B 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE FLORIDA 32563 PRE-ENG. TRUSS PLATE TOP PLATE SECTION B B SCHEDULE FOR SHEATHING DETAILS • DIVISION LOCATION: 2xsruowaLL VARIES ROOF F"4 F"A > k1�, A5 D FO= SEE PLANIf LlA SLOPE N PORT ST. LUCIE \ / Job Information: CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ \ - 2X4 SPF BLOCKING / / ;3 z �, '-, og'� AA '' Ecs'8,d V.' NEXT TO PREENG. TRUSSSPF 4W O-C. W/ (4) 12d (4)12d WHEN IT LANDS4WHEN & BOTTOM OR H5 OR \ / \ BETWEEN TRUSSES \ / g'°4 2x8 BLPJNG. NAITOP \ @ 48" O.C. MAX. / ^s's w'c SIDE w/ (3) 12d HCLR/LL IN PLACE OF (4) 12tl \ \ B REQUIRED w/ (2REQUIRED @RAFTERS GREATER \ \ / THAN 8'-0" 2x4 SPF BRACE \\ \\ @48"O.C.-NAIL w/(4) COLLAR TIE AT EACH i•` SHEATH) EVERY ETER d \ \ ALTERNATE DIRE12d CTION O \ \ 2X4 BLOCKING BETWEEN OB BEVEL CUTS \ ` H TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT. EACH BAY B 2X4 SPF W/ (2) #7X3-1/2" DB SCREW CH TRUSS / / TRUSSES SEE PLAN r COPY 11-�`I� CO■ , 1 e C Lo OR H5@48'O.CWOOD \. , ■ • , M BLOCKINGNG // // Y PREENG. TRUSS \ / / > O CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD ATALL HAND FRAMED AREAS TYP. / / \ / / 7 tY6 M a0 U N •'i 3 y SEE PLAN FOR CONNECTION \ \ / SIMPSON A34 OR \ \ Z W � � �/ O dLO B 2X4 P.T. BLOCKING BETWEEN (USP MP4) @ \ \ / / � ,C O _j LIJ Z M O IDLE BEAM TRUSSES W/ (2}12d NAILS @ DIAGONAL W000 •*• 2x8 #2 SYP RIDGE BEAM 2•-0" ON CENTER \ \ / / '^ '^ LI_ J V / V J EACH END TRUSS MAX (. 2x8 RAFTERS 2X4 SPF BLOCKING \ /\ / BETWEEN TRUSSES MAX. W/ 13) 12d COMMON Y v @ 24" O.C. MAX.w / Model Name / Number: TOENAILS TO RIDGE BEAM WALL BELOW 2x4 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) \ / \ (3)12d EA. END (TYP.) / \ 4 FT @ 2'-0" O.C, MAX w / (3) 10D SEE PLAN 1820 _ S EELMASONRYROD COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD � Plan Issue Date: T & 8 CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Wednesday, January 20,2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING � KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING 21-0182 INFORMATION 2x4 S.Y.P. Sheet: S-4 Of: @ 16" O.C. _ TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T. s. TB15 EXTERIOR NON -BEARING WALL DETAIL N•T, ROOF FRAMING AND BRACING DETAILS THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. sad"D a FW1- / c Edon / `fiats T' paces a use In NAIL SHINGLES W/ It OR 12 GAUGE HOOFING NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. PsjOt� \ O Is, au"�sa 3tOG'OOge Dutaa / Fl"' 7nit y1. zg" i eaves If d-iP 6„ 3„ 6" 3" 3" 3" Vaiw center Ina 6"1: 6" 6" 3"IEVEN 6" 6' 3., 3" 3„ SHINGLE INSTALLATION GUIDE SPACE EVENLY SPACE LY ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT API°UED ALL LEVEL VALLEY I TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND ETEMINIMUM LOCATIONS) OFfi ABOVE W X 6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER ST SEALANT ROOF NGLES 6"X8"HG IV. FLASHING C )NT.. 6" 9 IRE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE �., b.. 3" �;3 I 3„ 3" DOUBLE DOOR W/ SIDELITES T i" 6„ SPACE :VENLY 3" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE, o° O TOP OF SLAB Dip z I 'll -Ilj°I TA IIre r O z_ I ' r 16" MIN. DIAMETER ° a I CONCRETE FOOTING no i" SPACE EVENLY FLASHING DETAILS It i NOTE: THIS DETAIL IS REQUIRED 6" HORE.F HL AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS "" 1/2" DRYWALL FLAT HD."TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2x WOOb FRAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &SKATHING EXTERIOR FINrSH BY OTHERS PERrMETFR CAULK BY OTHERS O.A. WINDOW HEIGHT f`XTERiOR 11/2" MINI. EMBEDMENT INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/40 Mill SHIM SPACE aiP EDGE IP EDGE AT EAVES AVD WGIEe DF OFS. OVERPTO e[AMIN'MUM r). LAVE DRIP COG _R SHALL Err Eno SHMTFING AND MOD BAON ON THE MLM OF 21n. M' EDGE AT EAVES TWITTED TO BE NST,YLED EITHER J1FR THE L, W FM AYMF VT- P tNRTAI I FD Maximum Fastener Spadng (lambs, Need and Sill) Saaws Fln Mo Fia ' EAEaitfr Flttet View wadav Of Wall Framing: #2 Sprpae/nnelFir or Belts / Snoone Sam aew. Minimum Penetration, Ggxing Bead Cross Section V iew Exa tim sba#pnp Notion 10 ne Step, meaWre to be sue the Opening is 3/8"tol/Z"IaMer thantlee wrijow sloe bothVertialy and hodLontatt, • Ybu may whh m predrpi the InSWNm hDlesin t. fin atMda time. DeneW Me holerbr Its as VW arenw Stab 2 Apply a generous bud M nilae to the backape or the mamOng fin, the enough s limn to soffici ntly fill all wide becneen the fin and the wag Mead,". Step 3 Ireertthe wIndav Into the opening from the wide. The whew Is laid "Table" and "ad5de", but If these labels lave been removed, the trazing bead should Eisele be to theinelde of the bWWHV. Step hstall shims wrier to sill,ad)ustng them uma the trait hpbants In Me opening. Shims a" be irafalled under the sill every 2feet. The window should be baskal anhred In the opning wen, no mere Mani 4" gap beaxren the window and wall bounty. SITS Instal a #10 x 1-f/Y screw 4" hom the Come, of the fin at each end of the head, sill and bA Iambs. Step hctsg the lemming fasmoon; In B"increments from the comer screws to the mater ofeadh frame membev. Usearelptnover- fi9htenthesaevxaMpLilMemM thefm. AM, make ewethe scmiasgo In straight and do notausetheframe to bow. Wag banning AOM be a mimmhmh of #2 SpruWPlnelFir. . Faatmels should be #10 screws ofwflidet "In to achleve 1-3/B" Metrationt Into the wall and no less bm IlY from edge ofhaml Cf.i•""ri—Vfi—n"•rinr Inn . M ( — . ] '. W.,IN1: Stop Since miles windows are typically lead in rooms with hO molsWre, ie bathrooms, it is mosonmended Mel the b#enor gap between the wimim aM wail framing also be sealed ANN $000r a and tooled as as not to Yd®feree with the in"Non of wallboard, WE or trim. Step 10 Ona all construction is canphte, remove ftM bubble wrap "m the inside and outside of the window. If neawary, clean the biodm with a Mild datergmn and warm water using a soh clan. Failure to follow these procedures will void any and all warranties. 3ENERAL NOTE: L- 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. BEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures _ Method Roofing: DADE 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/3/8" MIN PENETRATION THRU SHEATHING ;1611141►LexylI►il�-� 20, 55' 1 $a m to 1- go f- fig D�I`r'�j90 Eii� w p msN�z n s` D 0- a. - tl aix wg11`41gls a'$ J0 $" 3 ° 3Y3 UP 12 K O J one L Is Z� Me.35 a cn g cn K pp nova !12g ;F s.� W ❑ ❑ ❑ �y� FDSFAG.COM nww'�N FL7006.1 R-10 Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 Products Inc. "Offiid event" " ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-RS C S LLC O S HA FELT ATTACHED IN ACCORDANCE WITH 2nd Choicel I R905.1.1 Overhead Garage Doors: 53W5 1st Choice +30.0/-30.0 1 CLOPAY 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY a3W5 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. GLAZED 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" x 3" FL20461.1 FIBERGLASS DOOR INSWING TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL 2nd Choice +67.0/-67.0 THERMATRU-CORP. FLUSH OUTSWING FL20461.19 4 1 BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Sliding: Choice +0/-146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 1st Shakes NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10' O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. SHALL BE BEYOND WALL DRESSING Windows: +40/ 50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 1st Choice Single Hung (fin) ANCHOR WITH MIN, 116D" 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) OF SUFFICIENT FICIN TION THROUGH DX BUCK USE #8 WOOD SCREWWOOFBUCK. FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIEW LENGTH TO ACHIEVE.IV," INCH MINIMUM EM13EDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: NH1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS MUIIion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A Horizontal FL 15804.2 NI-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: US LOCK FOR UNIT INSTALLATION USE 3 / 5 50 0 625 FI 1 RRdd .'i R.FT 1st Choice + 0.0% G WITH MIN. 1?4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES N07 DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD S" BEADED SOLID SOFFIT VINYL 11/2" NAILS 10" D.C. IN DIRECTION OF SOFFIT I FNGTH Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM PANEL MFG. INC. 24 Ga. Galvanized DIRECT MOUNT. TOP 1/n"-20 MALE PANELMATE W/ WINGNUTS AT 121k" O.C. BOTTOM >/a"-20 SIDEWALK 46 PSF INT. Steel Storm Panels BOLT w/ POWERS CALK4N I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: A. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 F1116503.4 R-3 FL16293.1 z Q 8 0 N z N i [) M � w T C' 0 m a _ (%DQ W in t!}'IllIzc t!1 zD 2 M 1� U N E s 00 8 i f% ODago i. UL,. iz OD V v 1�YII{r Q N C 86 y� \ W FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Jlob Information: I 0 z LU 12 12 U) N Tn °' V f 7 N V-1 3 z I-�Um 12 J LU tit m In � Li J m (1) Fj Model Name / Number: 1820 Plan Issue Date: Wednesday, January 20, 2021 IF KA PROJECT NUMBER: 21-0182 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER FLASHING REQUIREMENTS SHOW BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING ., RESISTIVE TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS - DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a wenthewresistent exterior wag envelope. The exterior wall WEATHER -RESISITIVE It envelope shall include flashing as described In Section R703.4. WINDOW UNIT BARRIER s WOOD FRAME CONSTR. SLOPE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3/4''V BEAD OF CONSTR. ADHESIVE 70 BE APPLIED UNDER 0.3 in: 12.0 in SELF -ADHERED FLASHING accumulation of water within the wall. assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOISTAND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) " WALL BY 6IN, UP JAMB 6'. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF ADHERED FLASHING PRODUCTS DETAILS R703.2 Water-realstive barrier. One layer of No. 15 asphalt felt, tree from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior wells No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped Over the [ewer layer not less than 2 inches. Where U:1 WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT.barrier FIN. f WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. joints occur, felt shall be lapped not less than 6Inches. Other approved materials shall be Installed In accordance with the water -resistive manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive BARRIER SEAL TOPS OF JOISTS PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to most the requirements of the exterior wan envelope as describeIn Section R703.1. UNDER DECKING SUBFLOOR SELF-ADHERED FLASHING (SEE DETAIL WP07) 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 barter with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed Independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions etion s provides a separate continuous plane and any flashing (Installed In with Section R7o3.4) Intended to drain 1. Cut, told up ri temporarily secure weather RIM JOIST Refer to the number marked as in each detail that corresponds to the to tine waterresistive barrier is directed between the layers. resistive barrier above header to snow for gashing instanalion 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list of instructions below: Exception: Where the water-reslstive barrier that Is applied over wood -based sheathing has a water resistance equal to or resistive barter 3. Fold weather resistive barter back over head flashing and I 1 V PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps greater than that of 60-minute Grade D paper and Is separated from the stucco by an Intervening, substantially nonwater g P Pe P -absorbing layer or designed drainage space. seal with [ape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall he 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 Scale: NTs SELF FLASHING SELF -ADHERED FLASHING -ADHERED FLANGED WINDOW WPM SELF -ADHERED FLASHING WP02 CEMT, FINISHSILL/POTSHELF/CHIMNEYSHOULDER WP03 scoring cuts g instructions. AN flashing shall be applied In a manner to prevent the entry of water into the wall cavity or penetration of FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and water to the building structural naming components. Selfadhered membranes used as flashing shall comply with adhere to substrate using a square piece of flashing material (6" x 6° AAMA 711. All exterior fenestration ducts shall be sealed at the juncture with the buildingwall with a sealant complying with AAMA 800 or ASTM C920 Class 5 Grade NS or greater for proper joint expansion and Contraction, ASTMC1281 EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In EXTERIOR SHEATHING 3l4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE ASPHALT 6. Fold as shown by arrows exterior walls shag comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings ADHESIVE TO F APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB &HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. An le of corner may vary, ad ust foldin of the flashin accordingly I to fit g Y Y' j g 9 9 Y shall be Installed at the following locations: REFER TO TECHNICAL ON CHEMICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WPO1) ( tight to corner 8. Mechanically fasten as necessary 1.Extwlor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed In accordance with one or more of line following: SELF -ADHERED FLASHING SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �`r • (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1,1 The fenestration manufacturer's Installation and fleshing instructions, or for applications net addressed In the VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where gashing BOTTOM OF THRESHOLD Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. ' MECHANICALLY FASTEN AS Pan flashing shall he sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish or to a � NECESSARY IN CORNERS THROUGH the watts resistive banter for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING O / ,�] `� \ 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, F MA/WDMA 250, FMA/AAMA/ U _ V 2 WDMA 300 or FMA/AAMA/WDMA 400. z SELF -ADHERED FLASHING 5 2. At the Intersections Or other Y masonry Intersection of Chimneys mason construction with home or stucco walls, with NAILING FLANGE projecting lips on bath sides under stucco copings. © 4 DO NOT FLASH OVER - 2 SEAL TOPS OF JOISTS UNDER DECKING t 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 2 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wooddrame construction. S. At wall and roof Intersections. SELF -ADHERED FLASHING �A/P0 A SELF -ADHERED FLASHING IWP05 SELF -ADHERED FLASHING IWPO6 HALF ROUND WINDOW V Y 'L'F EXTERIOR DOOR WITH DECK INSIDE CORNER 7. At bunt -In gutters. SELF -ADHERED FLASHING - DECK PROTECTOR k*' SHEATHING -, -- _ Cement Plaster 7/8" Cement Plaster t µ" in a in accordance with in accordance with ASTMC926 ASTMC926 = - -- - SELF -ADHERED '. FLASHING PATCH ' °` ui v ..; . Felt backed metal .. Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING r 9) ,a with ASTMC 1063 with ASTMC7063 / DECK PROTECTOR " \ Building Paper . Building Paper 7/16" O.S.B. 7/16" O.S.B. sheathing sheathing DOUBLE SINGLE JOIST Metal ., Keep top edge JOIST ,. SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 i= Flashing , - of weep screed 2" below top of 2 3 1/2" block T'MIN Unperforated- Vulcum 4 Flange 7/8" Screed cauk bottom OWeep 2 5 joint only Maintain Metal Metal Flashing Bottom of Dashing ated 2" SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING Q W P 0 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2" to 2" Flange Weep Screed \H0.8362x;DECK JOIST OUTSIDE CORNER V INSTALLATION OF THE BUCK/RECEPTOR, Above Roof Sheathing 1/2" Cementitious Decorative Finish b • • i, All inside and outside corner will EXTERIOR WINDOW UNIT '•O• need to be miter CEMT. FIN. cut and caulked all Cement Plaster butt joints need to BUILDING PAPER SLOPE in accordance o• ° ' becaulked using SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm: 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood 2nd floor (0.6 cm: 30.5 cm) _Z� �--- -�� SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING - - EXTERIOR CEMT. FIN. BUILDING PAPER^ WIRE LATH hgP 6.OPY '1 / ement SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 1/2" Perforated ' �`` •0 Flange 1/2" Weep BUILDING PAPER BUILDING PAPER "'Cement o Screed Plaster over block EXTERIOR 1 st floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 O Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERE FLASHINGNDOW W p 1 O SELF -ADHERED FLASHING WP ING RPARAPET ED HWALL [YV P 12 the SCALE: NOT TO SCALE CEMT. FINISH W HEAD WI EMT. FINISH WINDOW SILL CEMT. FINISH Weep screed. 0`�`Orin ����:'�GE•- F ••Fs r� hip g64 OF AT ® o ut to W GO r` cs5 ug Qm Lu N O ® 4 A li a N vYi 2=�° sa zMW o air 'I, 'OO O� lPg��g +Lr W��mA m OJ ��s1Fa^ �Egrg2�ram° O a ?7)2Of U � V W,FDSENG.COM ❑ ❑ ❑ Z Z M z g o 4� z 10 a =' J � d 0 _ m 1/ N W Q) C ro LL o y Qw Qm .i f>3 •- ro U - y E _ nn 00 Q N O /A FLORIDA CONTRACTORS LICENSE 140. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 Zc � oLU d y VJ M ai z N c-i .. Q J W ZD m o L0 L JM0Cn Model Name / Number: 1820 Plan Issue Date: Wednesday, January 20, 2021 KA PROJECT NUMBER: 21-0182 Sheet: W P Of: WATER PROOF DETAILS 42X42 A/C SLAB BY BLDRMIN 2' FROM WALL 5 it bath duct to roof or wall ca w/ standard 70 cfm bath fan i. ZM A.tIR�3Cki { lam UM& WOO 9VAM Bit$ t-- 50 14x8 1 NCd 2xl2 r � 8,J =_ JAI 7*4 s —, 148 1wcd 200 16x16 rag i • +.; 14 • .»iwrtrlei�-- '. � �rr.w both duct iL to roof or wall c 225 cfm bath fan 1 •• > - t k f �. � -l. S�k, ti. n �81, 1N}.MRMI: V/Mr.f/'t�� r • • �I ++++''''�� i" 70 ail 1.{ w ML I Itm� i ♦� - ;i � 4" dryer duct � 'j 2x6 l wcd ; to roof cap 140 /dryer vent box LJ •12x12 rag J...•� =1•'`:iY11if1{YYYM•Jfsl(R4^�4iYrCM:YN! .✓`f�flT)pA.lnilfY�: pt i ♦ ex. T.� � ] 144. , YV rItiYYJhY ^tii1•%# �LtiFY4•NlDMWFF-/�1K�!Y'�1T4'.r''F.W^�^�""'-�,���Tlll�' X`12� rag EMIR i 12x6 1 wcd :1 Vuem 155 j ySNOW •R�� 4 V MAO If g AM a�� � z� crx� _ i B 1fuBM, V s•M IV 3pu , 3.0 TQN W/5KW @240V 1 PH 18x13 plen = scale i 1 /4"=1 '0" platform by bldr Btm@p Cn4.7k?1741'L'G z tt Wd NOTE TO BUILD R:MUST PROVIDE UNRESTRICTED 1 INCH UNDERC T'BELOW DOORS TO HABITABLE ROOMS Transfer duets/ rills sized in compliance with Florida Residential Building Code-M1602.4 balanced return lair. EXCEPTIONS 1— __ &Z.,, • .l• -4 4- AU V,, A' 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 ST. 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