The URL can be used to link to this page

Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: ST RUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS TERMIT CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE - TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, - BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS.OF TERMITE 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" �> } PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 PLUS OR MINUS 1" AND "', 11 FLORIDA BUILDIN - REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A E 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. G CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) 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. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (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" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL. CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) 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 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SH L BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) .NOTES.: A615M GRADE 40 U.N.O. REINFORCING FOR FOOT1I G SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED B�11" TEMPORARY STRINGERS. DOWELS FOR NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 1. METHOD METHODS MU SHALL BE APPROVED BY PERMIT GOVERNING JURISDICTION APPROVAL PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO it OTING REINFORCING.WOOD SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON FRAMED D CONSTRUCTION MANUAL 12 E IEDITION App PLYWOOD DESIGN SPECIFICATION 2012 EDITION TION WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD LINTEL PLAN PAGE. 1 7 , HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS:ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL 2015 EDITION ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION EPDXY, THEY MUST. FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. - 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH. IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY .AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. EXTERIOR COVERING MASONRY WALL CONST. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: R703.71. EXTERIOR PLASTER. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES INSTAL OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH OF 1900 PSI (f'm = 1500 PSI ) (B) LOCAL STATE AND FEDERAL BODIES PROVISIONS OF THIS CODE 2• MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED METAL OR 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. ROOFTRUSSES* LL/360 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG. 11 GAGE NAILS HAVING A A GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 7 /?6" HEAD. OR 7/8" LONG, 16 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY WHICHEVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 AND HORIZONTALLY (REF. 2017 FRC R703.7.11. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 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/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 40FT SPAN R703.7.2 PLASTER. 8. TEMPORARY BRACING AN SHORING D 0 G OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PLASTERING W/PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9• .TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. - **TL MAX 3/4" METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. *** TL MAX 1/2" 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS,,, PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. R703.7.3 WATER -RESISTIVE BARRIERS. GENERAL ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL RU 1 LAYERS SHALL BE INSTALLED INDEPENDENTLY ALL D SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE ROOF PS (PSF) ROOF 0 (PSF) .ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, L S, BEARING WALLS SHEAR WALLS AND STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING GABLE TOP CHORD LL 20 20 20 20 LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING, CONFLICTS END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL T SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND TOP CHORD DL 7 7 15 25 SYNTHETIC HOUSE WRAP. FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 0 0 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 10 10 10 R703.4 FLASHING. 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) 37 37 45 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 4. MANY OF THE NEW PRESSURE TREATED WOODS US CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SEL CT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, 55 BOTTOM CHORD LL (OPT) ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OSTAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ LIMITED STORAGE 20 • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. 6. UNTREATED WOOD SHALL NOT BE IN CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 50 10 • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWIN MIN VALUES U.N.O. pARALLAM COLUMNS; 1.8E Po = 2400 PSI MI ROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Po=2400 PSI MIN: NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS OOF 9. SEE PLAN NOTE FOR ADDITIONAL R, WALL, SHEAi WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING • AT BUILT-IN GUTTERS. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB. FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSS EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION - ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT; AND FOR 2 STORY. HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSI) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE {-) VALUE DENOTES SUCTION DIAGRAM AREA O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s 0 0 50 (+) 24.8 (+) 24.8 O @ a 0 27.1 (-) 31.1 Qs 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-0" 16'-O" x 7'-0" (-) 51..3 (+) 24.3 (+) 23.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "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. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN H 5 ELEVATIONS 6 TRUSS LAYOUT a S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET € WP WATERPROOFING DETAILS v M-1 HVAC N d s «• I g g luudungJ J4°i PBLO TOA87864 d ,e0 AA 0 04 J c TATEOF 74U s .O'd " ONA�`�� $ JJJJJd 11111N ai � N F 2 m s E �N� E�gig5 d PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES °map o A M 6 s w BOTTOM CHORD DL 5 (PSF) - oX a 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER 6 w c W STRUCTURAL PLAN SPECIAL FLOOR LOADING I• T� ;y 1a 3 i o 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS "+ .a� s e g Q W �" r �+ 27 O p ~ -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: o or W Z m m M WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. a 4 � 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) >£ g W o o J 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) ,� THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. '� w,w4:fvserve.c 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES orJ 11110 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) B SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) 0 z � � AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @HAND RAILS (d) 200 (PSF) N Z. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z D S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) 10 0 SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) t T! J •o dro STAIRS 40 (PSF) a UPLIFT CONNECTORS FooTNOTEs L z 1.. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 'o 1N U 13 _ TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. o n W f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A a W „ NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR � � Q MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO SQ. FT.� E FIELD REPAIR NOTES GENERAL NOTES: E � BUILDER NOTICE: s � _ 0M mM 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Tote m __ M U C <�`+ E " intent of Designer/Engineer listed in the titleblock of these h - u o 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 _ "- PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. , providing Licensed 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to = 'o 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 err, 70INS (n e P or, The Builder and all subcontractors are required to H U THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S S. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE is � x review all the information contained in these documents, prior to INSTRUCTIONS- •ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE , BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work, The Designer/Engineer are not u; PRIOR TO APPLYING THE. EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE. responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. construction, All construction MUST be in accordance to the � �`' HO TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE &L�A 11 I 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) '4"x 214" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the a MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THISA information found in these plans should be directed to our Quality o FLORIDA CONTRACTORS GREENEST OR OTHERWISE Q ty '� RA RS LICENSE N0. CRC1330146 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM',10 W/ (4)1/4" x 11/2" SOS SCREWS AND (5) 1/4" x 2 1/4" TITENS 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 Assurance Manager at 321.972.0491 immediately. No backcharges PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer d 3000 GULFBREEZE PARKWAY NO MORE THAN 10 STRAPS MAY SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made in accordance to the n terms of the agreement. € DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) PORT ST. LUCI E 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 Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. L MASTER REVISIONS DATE DESCRIPTION m v O o �rl � o r DAMS HOMES YQg Q P-I Y Q Ch Of Northwest Florida® o W 0 m c > nm . a1 • N m oo a J W N m (n 00 "o 000 GULFB EEZZE PARKWAY GMT REEZE9 FLOMEDA 32563 � V Model Name Number: N 1820 (///�� /� qt � 5 Plan Issue Date: V'EW F Tuesday February 25, 2020 ICE C KA PROJECT NUMBER- MC)DEL 182000DE COMPLI CE ST. LUCIE CO Ty 20-1408 BOCC m Sheet: Of: 0 N tm COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING CAP.(Pif) TOP BOTTOM SPECIES NO BW1 16" (2) led TOENAILS (2) led TOENAILS SPF UPLFT BW2 18" SP2 W/ (8}SOd SP1 W/ (6}10d STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 402 BW3 18" (2) SP2 W/ (6)10d (2) SP1 W/ is) iOd SPF 803 STUD 6 led PLATE STUD, 4 10d PLATE NO BW4 1s- (2) ied TOENAILS (2) lad TOENAILS SYP UPLIFT BW5 SP2 W/ (6}1Gd SPi W/ (6}10d 1s" STUD, 8 10d PLATE STUD. f4l 10d PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SP1 W/ ISM011 18" STUD B 10d PLATE STUD, 4I lOd PLATE SYP 878 NO gW7 12" (2) led TOENAILS (2) led TOENAILS SPF UPLIFT BW8 SP2 W/ (%lOd SPl W/ (6}10d 12" STUD, (6) lOd PLATE STUD, (4) iOd PLATE SPF 535 BW9 10d SPI W/ (6YlOd 12" STUD, (8) 10d)PLATE STUD, (4)10d PLATE SPF 1070 BW10 12" (2)lad TOENAILS (2)lad TOENAILS - SYP 0 BW11 SP2 W/ (6F10d SP1 W/ (6)-10d 12„ STUD, 8 10d PLATE STUD, (4)10d PLATE .SYP 585 BW12 12" STUD, (6) 10d dPLATE STUD, (4) SOd PLATE SYP 1170 BW13 NOT USED TOP OF WALL '-DOUBLE 2x TOP PLATE SEE PLAN MASONRY WALL OR 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 MSO3/SS FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFD9 CAN MASONRY WALL BE IGNORED.. CONNECTION INFO 2XMI0.SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-O" SCHEDULE ABOVE F.F. SEE FOUNDATION ... _... ^ :" FOR MORE 2X P.T. W/ 1/2 AS 0 32" OW/ 7INFO ../EMBEDMENT OR 1/2 A.T.RWSIMFOTW/ .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. : 'i REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C. - 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"m SEE GENERAL NOTE#8 ffiaLIL IN FIELD AND EDGE, GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO PLAN. 3. CONNECTIONS TO B INSTA LLED ALLED TO EACH STUD INDICATED 4. SPA, AND CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPi AND NDI IN SP2 INDICATED IN SCHEDULE ABOVE S. IF SW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WP06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWA N LL AND REQUIRES MIN. 7/16' OSB PLYWOOD W S4. NAILS AT 4'D.C.IN FIELD AN / / 0ATAND EDGE 1 SIDE WALL I) 7. ALL 2z EXTERIOR WALLS W EXTERIOR SHEATHING ATTACHED L / E ACHED PER NAILING SCHEDULE NA L WALLS SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND ACT AS SHRING 6. IF THE BEARING WALL IS INDICATED WITH THE W L BW4, THESE WALLS ARE ONLY WALLS SUPPORTING THE FLOOR LOAD AND HAVE U NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE T14E SBW1OTUDS TA PLATE AND THE 2x PLATE CAN BE ATTACHED WITH H I A D CASED NAILS GUN NAILS AND WILL CAT NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. TABLE LOAD. 100= 0.148" DIA. x 9" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFr(Lb) CS (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 11/2' 2145 SOS SCREWS (3) 2 x 4 SYP #1-OR- (4) - led TOENAILS 0 DTT2Z W/ 1/2- WEDGE (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4' X 1. 1/2' 2145 SDS SCREWS a4 x 4 P.T.412 ABU44 W/ 5/8' ATR* * G = 6665 SYP POST & (12)- led NAILS U = 2200 6 x 6 P.T. #2 W/ 5/8" ATR G 000 SYP POST & (12) - i6tl NAILS & (12) -23 U 2300 8x 8 P.T. #2 ASUS8 W/ (2) - 5/8" ATR** G - 24335 C7. SYP POST & (is) - lad NAILS U - 232D 3.6 CB 1.8E x 3.5 P.L. Fb=2400 PSI HDU5SDS2.5 W/ (14)1/4" x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x HI3.6X 1.8E Fb=2400 PSI 21/2' SDS AS & 5/8" EXOPY 5645 (WOLMANIZED IF EXT. ANCHOR, OR ATR** 3.5 C10 1.8E x 7 P.L. Fb-2400 PSI HDU8SDS2.6 W/ (20)1/4" x 21/2" SDS INS & 7/8" (WOLMANIZED IF EXT.) EPDXY ANCHOR OR ATR*** 6970 5. C11 I 5 x 5.25 P L. SE Fb=2400 PSI HDUSSDS2.5 W/ (20)1/4" z 21/2" SOS INS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8SDS2.5 W/ (20)114" z C12 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8" EPDXY WOLMANIZED IF EXT. NCHOR, OR ATR*** ANC/Ho 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. 3. 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 [Cl COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LSE) 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 vs. GUN APPLICATION HAIL DIA: LENGTH NAIL SPACING 8d 0.131' X 2 Vi' 0.131' X 2 %' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0431' X 3" ISEE PLAN BLOCKING & TOE OA48' X 3'4' OA31" X 3 -A NAILS & TOP PLATE 12tl 0.148° X 3'A' 0.131° X 3 ?4is:0 C (COMMON) STUD WALL 6 0 C. GUN NAIL CORNERS 10d 0448" X 3" 0.131° X 3" 8 D.C.( OMMON) STUD PACK - 8 0 C. GUN NAIL) COLUMNS led 0.162' X 3 i4" 0,131" X 3 %A (2) 16D(COMMON) SEE PLAN (3)16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS Hi (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLrrCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 e (2)"2X10#2SYP SEE GENERAL HEADER NOTE #5 W/ 1/2"FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112"FLITCH PLATE THIS SHEET H5 (2)-13/4"X 11114 ATTACH TOGETHER W/(2)ROWS 1/4"X31/2' LVL 2.0E Fb=2600 PSI SOS WD SCREWS Q 16" O.C. TYP. EACH SIDE H6 (2) " 1 3/4" X 9 1/4 ATTACH TOGETHER Wl (3) ROWS IW X 31/7 iVL 2.0E Fb=2600 PSI SDS WD SCREWS @ Is- O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2XB WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'.0" - 3' 11" (1) (2) (1) (2) 4',0" -g.p' (2) (3) (2) (2) 10'-0" - 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF. HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON 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) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) CBS HUTCH PLATE. NAIL SIMPSON LSTAIS OR (2) SEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C, TYP EACH SIDE COL, U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING 2 SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA36 TO CMU D.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM T B TOGETHER 2 SIMPSON HTS20 T S 0 0 WOOD POST NAILS LZtl NAILS ®12" OR 2 SIMPSON ( 1 N HETASB TO CMU O.C.OF O.TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 111/4' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS. SIMPSON LSTA24 OR (2) M 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS ®16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE. COL. U.N.O. ON ROOFfILAN. (2) -13/4' x 117/8' LVL 2.0E Fo=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS ! 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 16' LVL - 2.0E PSI. NAIL BE CONNECTION: PROVIDE (2) M HER USI TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2. SEE PLAT) FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. ; --- '.T------- OD W N UST- , I LL I i 3'-10" GGARDEN FJ v YINYINI MASTER BA. OPTIONS 3D40 (1) PC. FIBERGLAS SHOWER IN LIEU OF LINEN CLOSET W (1) L.E.D. DISC LT. OPTIONAL FLOOR PLAN SCALE: 1/4" =1'-0" AM' o11 39'-8" - 10' 0" 12'-10" 13'-0" 13140" 8'-0" 4'-10" 8'-01, 5'.4" 25SH PRECAS OTTOM 06'3" HOSE EGRESS 12'-10" ---- 13'-0" 13'-10" EGRESS BIBB wo < q BEDROOM 42�2LANAI w 20 90 OWNER'S BEDROOM VAULTED CEILING 3 VAULT CEILING wY < C ILIN§" VAULTED ZP m W a5 3 m C2 C2 N 9 G.T. _ _ _ _ _ - _ _ _ _ _ .y - _ N ,y N WS01 7,.2 �, 2'-p^I 3 B" T 4" V - -- m - - - - - ~ 12'-4" S2 H2 DBL 25 SHt2-O" H1 , 2668 2665 2868 8' CLG: _ q - N w SR/1SH o O W/ BASE PLATE N N N BATH 2 ao. w m ATTACHMENTS ip N O 0 - OET ERG. WALL m w VAULTED CLG N Ce O fl3� DETAIL N V � � 5,3„ � a i to FAMILY 2468 ROOM 266 0 0 1 18 1I 10' CEILING o t -cal yl O o ... 2668 2x6 WALL y ' 01 W.•I•C• ' a .' VTR oo bo � I 10' CLG. tiI L q '- - W O ir _- j OP N 1R/1sH yy}�yj��I�II a q BEDROOM#3 . N VAULTED CEILING O 12'-8" 13'-4" I 0 4'•0" 2'31, 3,.4„ O) w I Z w O OWNERS 2 N C4 N s 3 5" T-In BATH Y v L 3,-4". VAULTED CLG. iv IlitfV 5068 N 36" FLAT BAR I .1 iv - 8' CLG. ; ao I TOP ON 34�z" r M " I A/C It ,V WALL ,.. `_ I I ----- ------------- 1R/1SH ' RANGE D/W PROVIDE PLATFORM DBL ; ; ' ' HOOD W FOR HVAC UNIT i>? SINK a q VERIFY SIZE WITH N iv I MFGR z , w DINING ROOM KITCHEN " VAULTED CEILING I VAULTED CLG.. < 12 10 7'-4- ro 6'-6" 3'_7" z i0 .-I 9,-5„ N LO N " p , i z_ � I r- ' W VERIFY Q I y I iN NOOK LOCATION W/ BUILDER , I 13 �J I VAULTED CLG. L LA N•r---, 3 ' 10, CLG. I ) . O > i t y a U N I v ¢ a W W D� FOYER IT " iv o BEDROOM #4 �, 10' CEILING ON HANSON BOX STBEP7THRU ' WH• DRYER VENT ®36" AFF I I VAULTED CEILING - ROOF I ----" ; ADD INVERTED MAX LGT 35'-0" ' PULL ON. STAIRS HIP W/ B ELEV. F W39 M 221h" z 5W I ♦______________ I I X1 m _ I IN TE: BUILDER TO PROVIDE N LIANCE PROTECTION IF N REQUIRED BY MUNICIPALITY. i S E SHEET 4 FOR DETAILS ID EGRES �. sbo I TRANS. 3 CAR GARAGE 8' CEILING I I~ v W MSO 4 r cD co 10' 8" 2'-10" 6' 4" S 1 N 30'-0' 4 EGRESS ENTRY 0 N 10' CEILING I SEE ELEVATION FOR „ M WINDOW SIZE & STYLE " CD04 ' BM O S3 11 ARAGE "------------- L----- ----- ---_____" LINEIOF GARAGE DOOR r----- T-------------- -----------; Z� ' BM3 ELEV. , Lit 16-SQUARE ' q 9'-4" 2'3" COLUMN TOP @ 9'-0" 1 , C221 Q S 2 I S12 S-2 I I HOSE ' O, ; O BIBS - 16 x 7 OVERHEAD DOOR 8 x 7 OVERHEAD DOOR 13'A" 6'4" 2,-0" 16'-0" 2'-0" 8'-0" 2,-0" 191-81, 20'-0" 101-0" 493" FLOOR PLAN SCALE: 1/4" _V-O" ALL ELEVATIONS 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 1 I IS ) +27.6 / 37.0 +26.5 / -28.8 ( ( V ) +26.5 / 34.4. U +24.8 / -27.1 ( G 1 +24.8 / -31.1 ( (:) +24.3/( (:) 24.3-27.5 O +23.3/-26:0+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 0 N _�M -- a FRAMED WALL BEARING FRAME WALL Y ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING o ATTACHED PER NAILING SCHEDULE ACT AS 2 SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR € STUD SPACING AND GRADE. a MASONRY WALL 3 N 0 GENERAL NOTES E c m 1. R302.5.1 Door from garage into house must be a minimum 1 3/W solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door.. 2. Bathroom exhaust fans must vent to the exterior of 0 Y the building, exhaust to attic Space and soffits is not `8 acceptable. Ventilation shall be permitted to exit through 5 the soffit If solid soffit is installed 5'-0" on each side of d the venting. :p 3, R302.6 The garage shall be separated from the ? residence and It's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. 2 Garage beneath rooms shallbe separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type Xgypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also Protected by not less than 1/2 inch (12.7mm) 'o �'p sum board orequivalent. m ti c 4. R3 - 12.2.1 Window sills I n dwelling units where the g - opening of an operable window is located more than � 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening m N of the window o shall be a minimum f 24 i a o inches a (610 mm) above thefinished floor of the room in m which the window is located. Glazing between the floor and 24 inches. (610 mm) shall be fixed or have. w openings through which a 4-inch-diameter (102 mm) Sphere cannot pass. 46 5. R308.4.2 All windows within 2'-0" of doors and In shower or tub areas will be safety tempered glass. Q a 6. Ceiling for exterior entries and covered porches to have 7/16'. span rated OSS nailed per zone on S roof diagram nailing schedule or 5/8' COX. 1p IX T&G acceptable for substitution. H N 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) ` shall be weatherstripped and insulated to a level o equivalent to the Insulation on the surrounding surfaces. gwg 8. Laundry Note: (Unless noted otherwise) Provide dryer 25 vent thru roof max. Igt. 35'-0", washer & dryer units MA (washer unit to be always on left side when facing ' units) hanson box @ 36" aff E 9.CeLin s for exterior entries and coveredporches to bed 7/16" OSB on underside of roof trusses shall be 5 attached to all framing members with 2x blocking _2 Provided at perimeter. The OSB shall be attached W/ 8d i0 nails at 6" O.C. field and 4" O.C. at edges or 7d screw o shank 3" O.C. field and 4" edges. Vinyl ceiling to be 'a attaches to OSB per manufacturer specifications42 AREA CALCULATIONS lat FLOOR 1820 S.F. TQfAL LIVING (AC) 1820 S.F. GARAGE. 596 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2609 S.F. � I i TO��'Os i TO��'Os o CN N 87864 .I to 5) S: E OF � m rL Ate it •``, H ¢ .8 q1, e we .. 12Q a F � 8 2N00 RF RR iR ¢ m`c - 0 V r rn rill [i iII�m =6a _ r' mn m o D m z Rg0�` -li: I w fN *wu i �L � B .-I 2' 6 .- W. a a .w - r5 w -m5 n a a Z w Z O F- fiF LKIMO] '��.Rw F * ZNoy .. ci Q a J O WWW.FDSENG.COM 000 (D Z CO M Z N M Z Z J � qpmw r V - � I z s S. � � � rn w iii F o 'v E o O w c V)Vb m rB co `m ..ice O N E W LO O 0 i L) �w o aandm �m {� nA RA LJ r%RA G*C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: c 0 z 0) W i d OT C c T It fn z I-i0 GOb 0_lUj= or Do o LL _I M W 0 �V_j Model Name / Number: '9=1 Plan Issue Date: Tuesday, February 25, 2020 ♦ KA PROJECT NUMBER: 20-1408 Sheet: 2 Of: FLOOR PLAN oil Ilf (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF. SEE PLAN * 00 / IT o # 16" (2) #5 FM01 I SINGLE STORY FTG REINF. SEE PLAN co 8 (1) #5 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL CURB FOR F.F. VARIES MASONRY @ ELEV. O 0' W/ (1) - #5 BAR CONT.' ' v 'I 2 STORY: 20" X 20" REINF. nOi W/ (3) - #5 CONT. SEE PLAN , BEARING I7I' 1/2"=1'-O" 1 FM02 I SECTION @ GARAGE FM03 ITHICKENED EDGE I 1/2" 1'-0". (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE LFI RONT WALL RECESS AT GARAGE F GARAGE DOOR. EXTEND 6" BEYOND ' fF.O.M. EACH END, TYP. N. FLR. LF L, ALI N DRIVE W BOTTOM OF G / 2 STORY: 20" X 20" RECESS & PITCH DRIVE (O,I 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR ( 1/2" =1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) CC YLHIV x t - 4" 161, 4" 245 REBAR FM11 STEP DOWN BRG. SE GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LES OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FrR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FT( DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1/2" = 1'-0" 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES. PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1.557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 121ITHE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. 1/2" = 1'-0' 1 FM12 I STEP DOWN NON BRG 1/2" = 1'-0" FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVIT) CAP. [Ib, F1.0 V-0" X CONT. 1'-0" 2 #5 E.W. SOT. 2000 F2.0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. SOT. 7200 F2.5 2 6" X 2' 6" 1'-0" 3 #5 E.W. BOT, 11000 F3.0 3'0" X 3'-0" 11.0" 4 #5 E.W. SOT. 15600 F3.5 3'-6" X 3'-6" 11-0" 4 #5 E.W. BOT. 21600 F4.0 4'-O" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28GOO F4.5 4%e' X 4%6" 1'4' 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'4" 6 #5 E.W. SOT. 42500 F6.0 6-0" X 6'-0" V-4" 7 #5 E.W. BOT. 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING OPTIONAL CURB SLOPED GR)UT, SEE PLAN _ - SEE PLAN � EL MASONRY AT TO DRAIN CURB B 16" o r nP. SEC. (1) V. #5 AR WITH CURB y (1) #5 BAR CONT. R 8" ,I• (G.C. VERIFY) � g F.F. REINF. i iD •. ' (SEE PLAN) a 2 #5 CONT. INSTALL LINING -" 2 #5 BENT BARS ICMATERIALS PERrn (on ' MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDED FLR. 16" - SLOPED TO DRAIN 2 #5 CONT. MIN. FM14 SECTION @RECESS SHOWER 1/z"=1'-o" FM TYP. STEP FTG. DETAIL 1/2"=1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY 00 _ #5 X 25" X 25" - CORNER BAR ONE N E FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2°=r-o" FM23 TYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# T2'-8 >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# >3'.4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# W/ (5) #5 BARS CONT. >4'-0" - 5'-4" 16" 16" 48" 48" & #5 @ 18" O.C. TRANSV. 1162# SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. " SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA, VERTICAL REINF. BAR #4 TURN BAR ® STEM WALLS GREATER THAN r 4'-0" < (1) 05 HORIZ. CONT. TIED TO < " EA. VERrICAL REINF. B II FIN GRADE-8 MIN - + TO TOP OF n STRIP FIG. s n COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF 3"MIN. COVER d REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND VERT. F.C. ABV. TON. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #g 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK •16' FILLING IS TAKING PLACE .C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. 7' ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. EE NOTE s 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS 4' 0" .. 3' 10" .1' 4" TYP.\ I 14 CORNERS V C# 13' 0" 4' 8" 13' 10" 1181, rol ■ ■ ■ ■ ■ ■ ■ ■ HOSE ,______________________ ____" ,__--______________________-______i BIBB FM01 FMO3 o 3 I 3 ( FM11 i� FM11 ' r 3 3 ' I mZ F2.5 rn � 11IFF27.5 i ■ I xo ' O ' 10 01 ; -+ STIfP DN. 4" I r ' (D ' N , I , ' FM11 1 I I 3 I o I I; ;TUB , UNIT W.C. O/ ' ■ �r, IL I 00 _11 14 r••._ L 0p J0, �j -9/ 11 G401 I 61 0 in 1' 11" 3' V. 2' 8' LAV fr 2V" �I I �(� O co PI L_J, v - - W.C. r ; J I ' TUB STYLES',VARIES m o ; 1 :,VERIFY DRA N I I @ I ''POCATION I I 13X4 ; v F.G. I�SHWR 24' 8" , 12' 10" 2, 2"■ - D/W - `\.' )-'SINK ' m I , -v to I ; ■ 12' 11" PROVIDE CHASE ' ' FOR HVAC UNIT VERIFY LOCATION ao ' o I ; I 3' 0" 7' p" o � I I I I � ' (]1.�y -0 WASH I COMP. UNIT II 11 II I JT IIJI I ■ , ' `t r _ _ _i4X I FM01 \O 3 O 00 ■ ■ STEP DN. 4" -' FM11 ' FM32 ----------- ___---� WH.- \\ I zo I I I I I'--------------------• I I -• 0] Z a I ' ■ ■ ■ STEP ON. 5 Z" ; a FM02 I 6, 4" I I ____________ ------------- m C.J. O o . x00 ■ I Cl Ucr o ; 28 ' " 70 ' " 38 ' " _ o I � f7 F ' I I ■ I I , I ' I FM03 I m io I F I F2.5 FM09 , 3 iD i zo 309 B BBE -(2) #5 BARS W/IN EACH F.C. TYP. @ EA. 13' 4" 6' 4" 2' 0" SIDE OF OPENING 16' 0" 2' 0" 810. 19' 8" _ 20' 0" - in FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS I t n 0 LO O� N �F•. v o 87864 >9 . S ATE :OF s :�'��•'O ORtO�. NA, W N 000 F a 'O 00 00 D mmi 0 w Wa� a a amoM-� Lj o m,aawW �c.y5 arc 3z0 a.22 W�`om ° 000 W E;z, m m Za�m_r ¢ O to Z U O J W .FSENG-COM n Z Zmo Nr OW //W0 Z N J a - Z Y o N(9 a III, ,n 'm O E W E u -" OVia w o 1 d M /J m " O uJ O ay c a 0 o afm 4 nAAAC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE ♦ Job Information: -I O Z W0 a \ / l m � m 6z M � d DO or a OMJ/y�W'�^ - IP W VJ ��,^ VJ VI Model Name / Number: 1820 ♦ Plan Issue Date: Tuesday, February 25, 2020 ♦ KA PROJECT NUMBER: 20-1408 Sheet: 3 Of: FOUNDATION PLAN W LOAD CALCULATIONS COOLING GREATER THAN HEATING RECEPTACLES GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL M W' 2x6 WALL (FLOOR TO CEILING) USE 2 REDHEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 1 1/2" VTR HOSE ,-H BIBB �� INSTALL FAN BOXPREWIRE 1 1 INSTALL FANS' BOX PREWIRE L...1 I I I I I I I I I I 1 1 1 I I ------- - - -. -220 I rr ' I 1 1 1 I 1 I I I INSTALL FAN — BOX PREWIRE --� I I I I I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. INSTALL FAN WP BOX PREWIRE ` \ GFI \ ----------------------------- ---- , F•1 CM II � II � II c D,4 (I:) I / FAN \ ( I PREWIRE I DOOR \ \ BELL WP GFI i rJ0111 COACH `\ LIGHT P-V INSTALL FAN -------------" - _ ,BOX PREWIRE ' I I I I I I I I I I I - I I ' I ' I I � 1 I - f---------�� F] GFI GFJ GFI :G - 221 GFI GFI ISP i - - I O FOR D/W MICRO/ HOOD GFI cy I I I 11 a 1, VERIFY LOCATION 1 I GFI IN FIELD — DISCONNET P WI r — —I, I (GF GFI 1 I 220 I i I J , ELECTRICAL -w GEL0 ' PANEL 42" AFF\ 220 E.H ,I� 1 i l(J7 1 w "\ \ ATTIC ELECTRIC a IF REQ'D BY CODE ♦ ` \ p �+ N m � U \ J z(DzZ o aC70 F \ Z Z N a0 Fn �O GFI @ GFI GFI Z m a o 42" AFF O m Ln o FOR GARAGE FOR GARAGE ~ m w o o DOOR OPENER o p O w DOOR OPENER z J r- p m ------------------------ ___________________________________________ ' 1 , 1 1 , 1 1 1 1 , 1 1 1 1 1 1 1 1 1 I , I 1 I I 1 ' GFl @ _ 42":AFF I , I 1 , I I , I I I I i y-----------------------y— COACH COACH I _ — - _ _ -� _ TO SANITARY LIGHT COACH LIGHT SEWER LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES, UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED PROM 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 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DEFECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCis (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14, SUCH DEVISES 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, 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 1-0. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS 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 THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' g DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT c=i 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET L 0 DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING (� Y BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200AMPSERVICE 200 - 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO 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. g W 8 W =Bdv Qo� �OZQ u��w3;cLLmyNvLL.�avti+oK.�aS o LL 'mNd00 0 'Mmgc 2aw 3ZO0W m 0082 e 24 ga 's•JE11LWl 2 < 0 D a - 9. ¢ o �14M`M1\V.FASENC.COM 01111 W M O Z N O z M10 o z o J a s O Z o O Q L/11 i9 Q0 w -! p E U — ° O w o N c m V) mm U w Opp 00 — 5 00 0 Uwom was ¢rndu°o 0 MAMC YA FLORIDA CONTRACTORS LICENSE NO, CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: O z c a> Lo Lo W N¢� Ly O M f0 w L Qi m � 00 N a 0JLuZ) 00 o 2 J m (n ch Model Name / Number: 1820 � Plan Issue Date: Tuesday, February 25, 2020 KA PROJECT NUMBER: 20-1408 Sheet: 4 Of: ELECTRICAL PLAN I 12 TOPOF BLOC O BO LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FUR. — U to iD 25 SH DBL 25 SH 48' OFF RIDGE VENT I FIN. FLR. I - 1.2 6 6 BEARING @ENTRY _ TOP OF BLOCK LEFT ELEVATION Tit SCALE: 1/4" =1'-0" 48" OFF RIDGE VENT TOP OF LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH W'DOW HEAD HGT i0 25 SH FIN. F DBL 25 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" 0 LR. BRG. 0 ENTRY TOP OF BLOCK 0 0 0 00 FIN. FLR DBL 26 ARCH. TOP SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OrF RIDGE VENT 00 i0 RN�r T 3068 POOR W/ (2) 1068" S.L. AND 16" H ARCH TRAN. ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS VENTILATION CALCULATION Formula = SF / 300 / 2 * 1" = net sq inches of venting needed equally for Intake and exhaust 'Soffit product provides 4.12 net sq in / sf re I'. r Ridge vent provides 18.00 net sq in/If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) s.f. _1254 Total needed for exhaust for upper 1/3 netsginches Total needed for intake (soffit area, lower) netsqinches NumberofOffRidge Vents for upper1/3needed L.F. of Ridge Vent needed (can be used in combo with ORV) 10 Lineal Feet ofSoffit needed to meet required 105 Lineal S.F. provided by plane 19411 48' Orr RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 33/2 SH 25 SH RIGHT ELEVATION 'tC;" SCALE: 1/4" =1'-0" 16" X 30" DECO VENT TYP 16' X 7' 32 PANEL OVERHEAD DOOR FRONT ELEVATION f'C" SCALE: 1/4" =1'-01, I 8' X 9' 16 PANEL OVERHEAD DOOR a 5 f s, ),O To �� CN ": g64 •"k � r;o : ~ lri > 3c • : CC o 04 Z` ".�-0• � TL- OF trL A 113 \ ♦ ,ddl ``, a j 11P71\ ,. N d 0 v a 0 c T E E �j x a'e W w N b w gv W t0 `� 1- €m '� F M 00OD to OF BLOCK gV'o m D umrn� its ILI Xr� 2 a 2 E L ¢ � 13.. s 3 cx W� m0000 AL LD 3p3 y @ w WWW,MSENG.COM ❑ ❑ ❑ 5 -FIN. FUR. @ C9 o w N Z o �, c q c � J 3 a a — y c ZQ a 0 o _ m L DJ 4z— 0 E m '. E O ix o N to cm o t/i � mOO c w O W o m 8c, n U N U U) 6 -n a " .2 ® DAMS HOMR S a r' N C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a s DIVISION LOCATION: iE PORT ST. LUCIE 12 Job Information: �c a m O a 0 s a 8 4) W o N OF BLOCK '--- E > N � , C 07 o Di cl N 0) 00 N Z 1-e CU m 00 a p to - 0 J LLJ o 0 y J m cn Ui DO to o 7V Model Name /Number. 1820 Plan Issue Date: Tuesday, February 25, 2020 R, m VT KA PROJECT NUMBER: d 20-1.408 21 Sheet: Of: ti S(+DEVATIONS ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET. TB03 USED, THEN THE ALTERNATE BLOCKING \ IS NOT REQUIRED AT HIP SECTIONS G.C. TO PRI BLOCKING W/ APA REI FOR SPAN 1 7/16- OSB SEE"HIP/R BLOCKING" EQ. Q CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04- - - - 4 )VIDE DETAIL TBO1 0 COMPLY :OMENDATIONS - - - - - IATING OF - - - O DGE v DETAIL - - - - - - - - 9 Z - - - GO 4 v O .4 � � 4 a fl�I:El w I I I - - - - EQ TOP & BOTTOM CHORD GABLE END BRACING @ ----/ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) -r 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 4 Ff. 2 -----------------------------------------------" I I 4 FT. I � I ' OI O I ' O I 2 I x � x � ' . I 1------------------------------------------------•''' 5 FT. 5 FT. 4 FT. O2 I_ __ __________ __________ k I \FT - 1-------------------------- OO4 Ff. I Eel WD ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS @4"O.C.W18dCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS@ 4" D.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W! 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER NOTE. W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: ad NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2'. SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8", ISTUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH W IRECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.0 IFOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSU RE EXPOSUREI BEYOND SHEATHININ G SHEATHING PROVIDE BLOCKING AS REQUIRED PE SECTION X-X NOT FULL HEIGHT SHEE 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF Is" fs- TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL 1/2" /4" I S !2" W/ (4) 8d NAILS I S I S /2" ALTERNATING STAGGERED 3" O.C. SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. II I II II II I I II II SOLID 2xII BLOCKING @ ALL =w SHEATHINGIII C II I II II III II C IISECTION y1i EDGES (SEEIII X-X) 0K III II OPENING III II - - - - III C III I II II III III III III III II II III II II II II II 11 II II II II II I 2x STUDS ❑ BEYOND. _ " SEE PLAN ❑ O K -r1 _ -Ir I I II I I I 1 II 1 All, I I I II I11 II II 11 1 " I -I L -I I- JI - IL - L I w O Z w LL D.Q.w ¢ _ m J_tcw� L_ Ow r EDm�� y-L7u-F- 00 N W K vNLL 2x4 P.T. BASE PLATE BEYOND SEE PLAN ,uv ."s v" asnww w Isl w". Lfa. Vx ue /xRu[ NX/w Pl lw"1.1V 1/" Rlxwa"rylxwm �fia"p'o°, liz ei.v�fi- V/ wnr sMes um3m",yr 1piti.nic I01. /" .6f, l", x1"6)x 61Pwm WG 3",%/Ylw 101V3- 1/M/M/" ac/mMnlsulM"a/ w3o./moX/ nw. m vm lma-�n� .w ,/"/,.n w. wl un'tws/O"N/ml,lsm/ P1.1 >/imw/ palwa.v.• vr "wM .", _-umma�� va _ _o xvum_ also/mIs > U m U I>n U W n W W 1 W w W W W W W r W W LU W LU W LU W u>i U M U U 9� > N F J > N_ M F ~ SJ N_ M 13 06- c1V C1v C3V C3V C5V c5V TO 10'-0" BRG WALLS RAKE FRAME K13G 3112 VLT 10'-0" CLG K12 3112 VLT D TB15 (2) �' D (2) K11 KID 10'-0" CLG K09 KO6 K07 K08 K08 10'-0" CLG 10'-0" CLG KOB KO8 K08 3112 VLT K08 3/12 VLT KOB K08 K07 K06 K05 10'-0" CLG K04 K03 o 02 .� C � K01G F- 4>.1 T815 S4 05V 8'-O" CLG C3V DOA6-04-00 C1V 0 o A > U UU ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING TYP. U.N.O. SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR& FASTENERS SPF SYP CONNECTOR& FASTENERS SPF SYP OFRAME TO HETAt6 w/(sl Od x 117OR HTA16W(10)10dxl 112"OR MASONRY HETA20 wl (9)10d x 11/2" 1810 HTA20 wl (10)l Od x i 1/T 1585 1870 O FRAME TO FRAME R2.5Aw/(10)Sd NAILS 535 565 RT7A W(10)8d NAILS 515 585 © FRAME TO H10AW/(18)10dx I VT 1015 1040 RTISAwi(17)1Od x 112" 895 1020 FRAME H10A.2w/(18)10dxl 1/2"AT2PLYTRUSSES 930 logo RT16-2w/(18)10dxl 1/2"AT 2 PLY TRUSSES 935 1060 O FRAMETO MTS12w/(14)10dx 1IQ- (AT EXTERIOR M1W12w/(14)l Odx112"(ATEXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS) 860 go LOCATION INCLUDE (s l2d TOENAILS) 1005 1195 OFRAMETO MGT w/G2)lOd NAILS AND SAT' A.T.R. w/12• MUOT15w/(28)10d NAILSAND5/8"AT.R.w/ MASONRY EMBEDMENT w/SIMPSON"SET EPDXY 3330 38� 12'EMSEDMENT w/SIMPSON "SET EPDXY 3330 4495 O FRAME TO HTS20w/(24)10dxl 12"(ATEXTERIOR HTW20 w/(24)10d x 110(AT EXTERIOR FRAME LOCATION INCLUDE(3)12d TOENAILS 1245 1310 LOCATION INCLUDE(3)12d TOENAILS 1285 1530 Q FRAME TO (2) HTS20 w/(48)1Od x i IW (AT EXTERIOR (2) HTW20 W(4 )10d x 1 1IT (AT EXTERIOR FRAME LOCATION INCLUDE (6)12d TOENAILS 2490 2620 LOCATION INCLUDE (6)12d TOENAILS IEAI 25]O 3060 FRAMETO HGT-2 W (16p Od NAILS AND (2) 518" A,T.R. HUGT2 W (16)1Od NAILSAND (2) &8• IT, O MA30NRY w/12"EMBEDMENT w/SIMPSON'SEr 10690 w/17 EMBEDMENT wI SIMPSON "SET" 7020 9790 EPDXY (HGT3 FOR 3FLY) EPDXY HUGT3 FOR 3-PLY) OFRAMETO FGTR w/(18) IW x 3"SDS WOOD SCREWS RFUS w/(12) WS3 WOOD SCREWS AND MASONRY AND (2) U? x 5" TITEN HD ANCHOR BOLTS �00 4]25 (4) 314" x 6" WEDGE -BOLT T100 (1)LGT2 w/(16) 16d SINKERS 00 FRAMETO m1/4"x2.1/4"TITEN 2 1750 2030 MASONRY SEE NOTE N BELOW) O FRAME TO (2) LGT2 .1(32) l6d SINKERS & (14) 1W 2 IW TITENPLY TRUSS) 008" (2) LUGT2 w) (32)16d SINKERS & (10) , 31 MASONRY/ FRAME x (2 OR (28)16d SINKERS FOR FRAME (EA) 3235 0.F 1/4 x 3'WEDGE-BOLT (2 PLY TRUSS) AM OR (M) 16d SINKERS FOR FRAME (EA) 31�M QF 9MASONRY FRAME TO (2) LGT3 w/ (M)11C x W SDS SCREWS & 3/8' d]30.M 8570.M (2) LUGT3 w/ (24)114'x 210 M925 6480-M ]050-M / FRAME (8) x W TITEN (2 PLY TRUSS) OR (52)16d SINKERS FOR FRAME (E7Q 5010.E 6960.E SCREWS & (4) 3/9' x F WB (2 PLY MUSS) OR (58) 16d SINKERS FOR FRAME (EAT 0480.E 7710.E O BEAM TO HU410 OPT HUC410 w/ (18)16d & (10) 10d G#2680 HD410 OPT HD4101F wl (2O) 16d & (10) 10d G#3080 1 BEAM NAILS U#1895 NAILS W950 OBEAM TO HW100PT HUC41OW(18)TITEN G#4500 HD4I U OPT HD41 NF w/(20)1/4-x 3- G03355 MASONRY ll4" We&(10)1Od NAILS U#1800 WEDGE440LT&(10)10d NAILS U#850 © BEAM TO MASONRY/ HU46 OPT HUG46 wl (6)10d NAILS & (12)1/4•x 23M"TITEN (TO MAS.) G#1540 G#3000 HD46 OPT HU46 w/ (6)10d NAILS & 2314" TAPOONS(TO MAS.) G#1625 G#2015 FRAME OR (12)16d & (6)1Od (FOR FRAME) U#BBO SYP-F U#1135 SYPd (12)V4'x OR (12)16d & (6)10d (FOR FRAME) U#1030 SYP-F U0850 SYP-M FRAME TO (2) HETA16 OPT (2) HETA20 1920 TWO (2) HTA16 OPT (2) HTA20 1870 M MASONRY 1-PLYw/(10)10tlx 112'OR 2385 2385 1-PLY 10d x 112"08 2430 2-PLY wI (12) ifid 2-PLY w/(12)l6d HTSM16 W s)lOd NAILS AND (4)1/4'x21/4' 953 1110 HTWM16 w/(8)IOtl NAILS AND (4)i/4"x13/4" 1146 1225 FRAMETO TAPCONS WEDGE -BOLT O MASONRY OR OR HTSM20 W/(10)10d NAILS AND (4) 1W4 1/4' 955 1110 HTWM20 w/ (10)10d NAILS AND(4)1/4NI 3/4" TAPCONS WEDGE -BOLT 1145 1225 H103 w/ (8) 80 x1 1IT' NAILS AND (2) 3/8"r4• OFRAMETO MASONRY TITAN HD 780 910 DTT2Z w/(8)1/4"x1la' SDS WOOD DTB-TZw/(8)t/4'x1112"WSIS WOOD OFRAMETO MASONRY SCREWS AND (1) 12'O A.T.R. EPDXIEDw/ ig35 2145 SCREWS AND (1)12-B A.T.R. EPDXIED 1510 1835 ' SIMPSON "SET- (SEE NOTE M) SIMPSON SET' (SEE NOTE #4) FRAME TO HTT5 w/(26)1W 4112" NAILS AND (1) SIV 6 HTT45 w/(26) 1 Sd a 12' NAILS AND (1) ® MASONRY A.T.R. EPDXIED wl SIMPSON'SET' 4375 5090 5/8"0 A.T.R. EPDXIED wl SIMPSON"9ET - 5005 (SEE NOTE#4 BELOW) (SEE NOTE#4 BELOW) NAILS HIT4 w/(18)16XIED Hrs w/(. OFRAMETO MASONRY NRY OAND 'SET'8'B wl SIMPSON SET" A.T.R. EPOSEE 3640 4235 PDXED ISIAILS14-SE 5B"9 A.T(S EPO SET - 4160 N07E #4 B (SEE NOTE #4 BELOW) NOTE (SEE NOTE #4 BELOW) #4 BELOW) _ (D FRAME TO FRAME H10S w/(24)10tl x112' NAILS 785 910 LUGTI W(23) 8d xI Me MILS 975 1045 TO HM9KT w/ (4) lWxl 12" SDS WOOD RT16M w/ (9) 1Od x 1 12" NAILS 8 OFRAME MASONRY SCREWS&(5)t/4WIIW'TAPCONS ]BO 760 (4)1/4"x 1314' TAPCONS 1385 1395 TO VGT W (16)114W SDS WOOD SCREWS & (2)FRAME MASONRY (1) 518'9 A.T.R. EPDXIED w/SIMPSON "SEP 3555 4940 w112" MIN. EMBEDMENT (2)VGTw/(32)1/45' SDS WOOD SCREWS OFRAMETO MASONRY & (2) SWE A.T.R. EPDXIED W/ SIMPSON 5170 7185 "SET" W 12' MIN. EMBEDMENT i VGT W (16)114N3" SDS WOOD SCREWS & O FFRAME HDU4SDS2.5 w/(10) 1/4"x212"SDS WOOD ',WL 4565 MUOT15 w/(U) 10d NAILS& HTT45 M(18) - 4160 FRAME SCREWS &(1) 5/8"e A.T.R. 1W NAILS &(1)5/8"S A.T.R. FRAME TO (2) HTT6 W (52) 16dW 117' NAILS & (2) HTT45 wl (6T2 18d'x212" NAILS O FRAME (1)5l8'0AT.R. (SEE NOTE#4) d3]5 5090 8(1)3B'B AT.R.(SEE NOTE M) BOOB GFNFRII f`IINNF(`TbR NOTFS1 1. CONNECTALL FLOOR TRUSSESTO INTERIOR BEARING WOOD WALLIS BEAMS w/(2)12d TOENAILS. 2. ALLTRUSSTO TRUSS CONNECTIONS ME PROVIDED SYTHUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP#1 2"14"TO TRUSS VERTICAL WEB w/ (21 ROWS OF 1Od NAILS @ 3" O.C. STAGGERED. ' 5. MINIMUM AT.R.EMBEDMENT; S' EMBEDMENT FOR 112"AT.R. 6- EMBEDMENT FOR 5/8"A.T.R.B'EMBEDMENT FOR 7/9" A.T.R. (IF AT STEP 1 DEPTH IS FROM LOWER SLAB). 6. SCAB TRUSS CHORD w/4'-O' 2x SYP #2 (MATCH CHORD LUMBER SIZE) w/ (2) ROWS 10d @ 4" FROM END & 4" GO J STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE, OA MINIMAL CONNECTOR UNO ON FRAMING PLAN ! 1. CONNECTION FOR ALL ROOF 1 FLOOR TRUSSES TO MASONRY LINTELS/ ICE WALLS UNO ON PLAN FWALLSILOOR 2. CONNECTION GVERMATIO FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL MORE DETAIL 12JD3 FOR 3 FOR MORE INFORMATION ALL HIP 3, CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP AT 37WALLSALINTELS MASONRY MAX.1 MASONRY MAX. wl (2) AT EACH ' 3TE) CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w L (IF APPLICABLE)LAYOUT IC S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS w/(2)12tl TONAILS I OD OB MINIMALCONNECTORUNOONFRAMINGPIAN I 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM I CO MINIMAL CONNECTOR UNO ON FRAMING PLAN ' 4 ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND 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 FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 V-4" C.M.U. OR ICE WALL - ~-METAL DRIP EDGE -F " 2 x SUB -FASCIA o SEE TYP. WALL --- -- .-ALUM FASCIA SECTION 2X4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL @ 12" O.C. VINYL ® G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS ANA CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1-0" it II111Tp2 0' TOR /?A�`�i •NSE.'0 ��Q•• . o CV IS p76-4 • iF CN ter. Sy M Mi p ,aw04 OF ^' '`❑ �.. 411#i��' T m 2jl4'fllii OSIA� a%% 1111,` N H- i 7200 5 y89 IY to N 10 m I yI�E.9� � �mN�d"'i LL LL li I EE I M.1 Q� LLt w W N 13 DQ�8§ a a. ir z,Ly I sSR �� a Z Z O O gS�S WcmS' �00 LL a m m zgm D o p y m Z �o J o � Www.FOSENG.COM ❑ ❑ ❑ UI M O Z N W 1/ Z P7 W Z 0 4 v c J D a � U) -s N 4)� N w � o E U -0 O W 0 U') c mmm Ln Z3 mM - c U t° N E ° ,1- 00 (n00 n Q rn dm a,m 1 ® V%A1UI FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z ¢� LOU 4 D 3:z O M N U M c-I M W � DO N d. 0 o COL/L/�I W VJ ram/) VJ 00 U Model Name / Number: 1820 .oVI Plan Issue Date: Tuesday, February 25, 2020 c � V I KA PROJECT NUMBER: Y 20-1408 as m N Sheet: Of: s: 110 o ROOF PLAN U r LINTEL BEAM: 1 COURSE UNTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) GONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO- NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL: FILL ELK. CELLS WITH 3000 P.S.I- GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25' (ACI 530) TOP OF SLAB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. �SIMPSON SP4 W/(6) - lOd X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS LINTEL CHART w GRAVITY & UPLIFT LOADS FOR: 1820 A & C Base 8'-0" Plate -3 Car Garage STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 17' 4" 950 172 405 92 8F16 - 1B / 1T min. 2 7'-6' 2661 770 1624 399 8F16.1B ST 3 4'-6' 6113 770 2707 399 8F16-1B IT - 4 14'-0" 1002 168 560 154 8F16-1B 1T 5 3'-4" 6113 770 3524 399 8F16-0B 1T 6 W-4"I 1843 599 1136 369 8F16-1.B 1T min. �-DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. GONG. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2' X 8' "1" BOLTS OR (3) 1/2' X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO I MS031 nnnYuu^c (cn l / un a/^ l �^ nl rrw v I I .wn wnx n..wuir tr. r. N.T.S. 20" MIN. LAP #5 REINF. BAR �CR#4 A 03 REINFORCING BAR 43 & #4 LAP SPI ICF 5" MIN. LAP d #5 STD. 90 HOOK #5 REINFORCING BAR #5 41�? SPLICE SCALE:1"=1'd" 36" MIN. #6 REINFORCING * GRADI E 40 U N.01 #R I.AP SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 23W 12" O.C. 1 2 x 6 1/4' X 2aA" 12" D.C. 2 2 x B 1/4' X 2a14" 12- G.G. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST w LINTEL w BUCKK P.T. BUS W/ 1/2' D.B.B. BETWEEN FASTEN PT NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4'X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL rv.T.S. I E El FORM & GROUT SOLID �U 0 S4-1B11 #5 BAR CONT. RMS5 12" LINTEL DETAIL 3/4"=1'-0" H I Y 3 55 LINYEL PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCRETE F = FILLED WITH GROUT / U = UN6LLED BAR AT AT OP T #S flE R=RECESSED MIN. (p R 1-1/2' Err. OF#5 CLEAR @BOTTOM Off. OF LINTEL CAMTY �REBAR 7 TOP KNOCK OUT LINTEL BLOCK F1fr113/1T � = COURSE �o 1OMINAL �99a 1 GROUT WROTH `OUANBIY OF #5 flEBAR AT #5 AT NOMINAL TOP BOTTOM OF a LINTEL CAVITY HEIGHT BOTTOM REINFORCING 7-5 8'ACTUAL PROVIDED IN UNTEL (VARIES) TYPE DFSIGNATION 8"NOMINAL WIDTH GENERAL CONCRETE I INTFI MATFRIAI S GFNFRAI INST41 14TION NOTES 1. Pc Proceed lintels = 35W psi. 1. Provide full mortar head and bedjoint . 2. Yc pestresoxi IRntels = 0000 psi. 2. Shore filled timele ae required. 3. grometl per ASTM C4]6 Pg= 3000 psi w/ 3. Installation of Is#el must canpty w#h the emhi[eclurol end/or trtruGurel drewiigs. 4. 3/8' aggregate end 8'to 11' slump. 4. OUmels are manufactured with 51/2' long notches M Me ands to sccammodale Conc 5. rid in ie masonry units (CMU) per ASTM CBO w/ w1mul cell reinforcing it grouting. minimum net area compresslw! strength 'goo per S. All IIndi meet or ft d L/360 vertical collection, except lintel, 17'4" and 6. Reber per ASTM A815 Grade 60. Range with a nominal height M 6' meet a excess Uleo. stand per ASTM MI6 grade 6. Bohan field edited rile, to be needed at the boat. of Vie level cavl'. P701. reliteIg 7. 7/3 lox relaxation. T. 7/32' diametar wire sdnupa are welded to the bottom steel far mechanical anchorage. ]/32 wire per 8. Cast-10ploce concrete may be provided in composite lintel in lieu of concrete M C2 0 type 8. Mode, per AGTM C270 type M or S. mawnry units. 9. Safe load ratings based an rational design analysis per ACI 31B and ACI $30 10. Flora Product App,oval No. I58.1 11. The exterior surface of limits installed in eneior concrete masonry walls shall hews a costing w sluaco applied In accordance with ASTM 0-926 or other approve l spacing. 32. Uncle loaded simumersously w#h wedtcal (gm* and upl#O aW ho ixornal (lateral) Rhode shoutl le chatted! for axnMrle loading wmt the follommig situation: Applletl vertical load Applied lissim ial load C 1.0 Sete wmical load Safe nodcomal load _ O O O O 8RF6-0B/1T 8FSO6/1T UO O O O O 8RF14113/11r 8F361E/1T :0. ' © O o SF2418/1T °O. O, O 0 0 10 , 8RF22-1B/1T 8F241B/IT O O CD8F28 1B/1T O� O O SF32 1B/1T PRECAST "U- LINTEL W/ 3000PSI GONG. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n G Fi ANCHORS 10" STD. 90 HOOK (TYP.) HOOK .r war lPa. sill " S REB4R ON BOTH SIDES STD. 90 DEGREE-,w OF OPENING U.N.O. ANGLE 3000 P.S.I. CONC, W/1 #5 DI . REBAR PROVIDE KNOCKOUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL& FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS 6'43" AND LARGE 8"xe'z16" CMU U.N.O. PLAN I MSO1I BLOCK WALL REINFORCEMENT I N.T.S. TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. DOWEL 25" LAP (ACI 530) �� Q •• �G IJ S ,'•.�5, O� % s a O w"' \C7 N 14 Lri 04 OU"�e LIL OPI�. A. `Tilt LgitL •S°' 00 H- ,pa w F 2 m f tp$9 iJ� do N W € In uQONd�"n LL LL LL E g:, _'G Qy'wi p,z WN§M' a Q�¢ w Ui $ Daum 2 a it tl� ZNo 3z0 8m Q Olmfr ¢ m O e$ m 5 .8 Td €' Zi no EDGOd -fa LL S 00 O N 8@9 �eUm5 W U p"8 nWWW.FDSENG.COM ❑ ❑ ❑ W - m Z N O Z m o 10 rL z a w OZ o N 4F w t- O E Ln0 U m it Ln 04 E - w O � so z qi . Uyoon 0 JQ c ax Q � o elm I � ® MA uL+ LIAr<I lw �+ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIEIV I IJab Information: I 0 laaaaaas C 0) � W N ¢41 N O � CO � N C. a Q J W Z:) o ♦ I Model Name / Number: 1820 ♦ Plan Issue Date: Tuesday, February 25, 2020 KA PROJECT NUMBER: 20-1408 Sheet: 01 Of: I. LINTEL PLAN „17 ,� \ , , ' ° 2x6 #2 SYP P.T. SIMPSON HETA 16 W/ (2)'/2"x5” EACH END WEDGEANCHOR SEE FLOOR PLAN O FOR BEAM SPEC.' OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X d 1 1/2" STEEL LAG BOLT O W/ WASHER. MIN. 6 PER - piiq` TRACK TO JAMB. a ,•, . m (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" 0 m Y "J" BOLTS WASHERS SET IN IF o FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o " H „ o SECTIONAL „ OVERHEAD - DOOR P.T. #2 P.T. #2 f WOOD X 6" Q a TRIM ° ° 2"x6" P.T. WOOD JAMB Y , 11 fill „• a,�11 � , �� O 0 cN DOOR AND CONNECTION PER ° �,,\�Q \� 4Fu�g N GARAGE DOOR MANUFACTURER GARAGE SLAB II s v v: 64 1A TYP. GARAGE DOOR TRACK MOUNTING DETAIL @ o 7 No LO N , l�r " o E0 m ..'0 °• Si.ATc OF .• LL c o,, X`•,- / R�4 •�� N NOTE: DETAIL CD22 / S•2 MAY BE SUBSITUTED FOR THIS io�s -;' • ° • ^ °". �%� v�°, y DETAIL •UNLESS NOTED OTHERWISE free j! ea �0� F MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 I ENTRY CMU COLUMN/BEAM E? a 0 c EE " W ti t0 r F@ ` I-y M 00 �em°'z° U ° EHs_w B�@� ID' •ic W 92H y 2 W""sm° a BLOWN -IN R-30 INSULATION PER FBC v Fw D W w a. Q " AND ENERGY FORM SUBMITTED WITH '� w,0 Z €1 a z BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) o W 0 G n 000 m m m FBC AND ENERGY FORM SUBMITTED ' 12 WITH PERMIT APPLICATION 12 FIBERGLASS SHINGLES OR Y `o w W 3 W E t o 2 Z o 9 m `E g M N < i PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT �• _� x o a g e W $ D 8 v_7 a ¢ SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA o ffi @ 2 v s" W U FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING TRUSSES @ 24' D.C.Y v ,= 2. WWW.FDSENG.COM ❑ ❑ ❑ TILE ROOF (PER ELEVATION) (SEE STRUCTURAL NOTES OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA ' FASTENED TO TRUSSES PER ROOF ; �F NAILING SCHEDULE) /W' ' m z � M N PRE-ENG. WOOD RATED STRUCTURAL SHEATHING TRUSS ANCHOR (SEE PLAN) H — O z m 2 TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF ' ' ' " ' _ _ — _ SEE PLAN FOR TRG. HT. - t Z ¢ .o ,._ NAILING SCHEDULE) 1/2" DRYWALL ' " 3 a ' TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FELT PAPER OR • ° ETAL DRIP EDGE TRUSS PLATE a c '0 z o Il�'r� 1JI FACE ' 2X SUBFASCIA 3/4" P.T. NAILER �Rr ORNERS m n 3) 2x4 OR P�^Q) " LO q ! SOFFIT. SEE ARCH. PLANS 44 w/ 2x4 POST UNDER EA tMETAL DRIP EDGE CURTAINAILER 2 X 4 P.T. PLATE OFAILED SUPPORTING/ BEAM. E 1/2" DRYWALLS CONNECT ALL 2x STUD 2X SUBFASCIA x 8 x 16 K.O. l x 4 P.T. @WINDOW$ �, LINTEL BLOCK 1 x 8 P.T. @ S.G.D. ^ O.H. W/ (1) #5 DIA. REBAR & NEND KEEP IN 3/4 FOR SHEATHING 8NAILS @ AND LATH WITH FINISH O.C. E 0 w o � c TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. " SEE ELEV. 3000 P51 CONCRETE (TYP.) ALL SIDES / i(TYP.) FRAME FOR COR- �� PLANSPRECAST "U' LINTEL / O FOR NON \O \ @ 04 w o` 1/2" DRYWALL _ SEE PLAN FOR HEADER SIZE SEE SCHEDULE H BNERS r e'of a v BEARING EARING LLD D no -, Jo y < �` w 16d NAILS @ 8" O.C. pav pv d— 15/32" OSB EXPOSURE 1 ON '° O ¢ rnom m OPTION: °'H' 1/2" X 8" J-BOLTS m MAXIMUM OF (3) - 2X PLATES MAYBE EXT. WALL W/ ALL EDGES BLOCKED. (TYP.)4 COURSE HIGH A.F.F. (1) CENTERED EA. ( ) 3 ® DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS i CMU BASE FILLED w/ CONIC e a - PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 13/4" n w/ (4) VERTICAL RENF w (TYP.) / NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGi. ON n FILL CELL -(1) #5 DIA. n HOOKS INTO FTG & AT TOP a° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI n CONIC. ALL LOCATIONS PLAN Al -AZ OF COLUMN 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW W/ SCREEN n SHOWN ON FOUNDATION v: m GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN H & FLOOR PLANS a DIVISION LOCATION: LOCATION OF OPENINGS IN U v EXTERIOR WOOD WALLS. IF NO w SIMPSON LSTA30 SEE FLOOR PLAN OPENINGS ARE INDICATED, FULL a w/11-10d TO BEAM — FOR BEAM SPEC. PORT ST. LUCIE STUDS ARE REQUIRED). & TO FRAME BELOW v Job Information: NOTE: 44" MAX. SILL HGT. ON E ALL BEDROOM WINDOWS. VINYL FRAMED WINDOWc ` WINDOW STOOL r W/ SCREEN a CEMENTIT[OUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS H PRECAST CONIC SILL N C-926-98A " PAPER BACKED FOIL R-4.1 m o 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL V i o MORE INFORMATION). SEE TB13 1/2" DRYWALL PER FBC AND ENERGY FORM y y EXTERIOR FINISH - SUBMITTED WITH PERMIT R s ON SHEET 6 FOR NAILING INFORMATION FOR , (SEE ELEVATIONS) APPLICATION a g Z c R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FIG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" � - - `� ` O > Lo ... ¢ p � AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 CORNER MIN 2x4 o > m Cj HD) W/2" WASHER AT 32" O.C. WOOD BASE W/10-10d TO COLUMN Al , AlBUILT-UP (3) rl WOOD BASE MIN. E FROM END -SEE WS07 FOR TERMITE SHIELD ON FOUNDATION PLAN POST , OR 4X4 POST W/ 2x4 UNDER o IF IF IF IF IF f , SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR � EACH END OF BEAM d m a V 00 FOR SLAB INFORMATION TOP OF SLAB — — — — SLAB INFORMATION TOP OF SLAB — - NOTE: �, ! 2 X 4 P.T. PLATE 2 _ J W O p~p BOTTOM STRAPS MUST BE i J m V� Un *INSTALLED ON INSIDE OF vi . Model Name /Number: RM . GRADE i GRADE COLUMN. DO NOT BEND a (' _ o STRAPS UNDER PLATE, o q aC�t �'• �a a '," ° 1820 CLEAN - 3 W PLACE STRAPS IN FILL . • , v ¢v .",' COMPACTED 0 2 SEE PLAN FOR RE -BAR QUANTITIES = CELLS W #5 REBAR . �, 't / (TYP.)4 COURSE HIGH CMU BASE Plan Date: FILL ,• ,:. (`, m T r; ; FILLED w/ CONIC - SEE PLAN FOR o H Issue Tuesday, February 25, 2020 SI SIZE. TOP OF COLUMN BASE - SEE FOUNDATION PLAN SEE PLAN 2'-0" AFF KA PROJECT NUMBER: 16" FOR FIG REQUIREMENTS SEE FOUNDATION 204408 PLAN m Y WS01 TYPICAL WALL SECTION - 8" CMU 3�4'�=1'-0" NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE T o Sheet: S_2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-O" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. a TYPICAL FRAMING DETAILS i,,•l, r�� ,/�, WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ ' STRUCTURAL lI �/ TOP TO ALLOW CONT. 2x4 BLKNG I SHEATHING AROUND CURVE. MIN. 2 TITEN CLIP EACH TRUSS ANCHORS TO 2x8 (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE LINTEL i= (SEE PLAN) v; ' EXTERIOR SHEATHING ; m ' 7/16" O.S.B. 2xS W/ (3) 12d AT PER NAILING EA. SIDE TOENAILS EACH END SCHEDULE TB13 ON SHEET 6 STUD ANCHORING: 2X BLK'G. 7/16" OSB W/ 6d STUD TO TOP PLATE: TO O.S.B. NAILS @ 16" O.C. R-13 INSULATION AT EXTERIOR SIMPSON SP4 v W 2 8d WOOD FRAME WALL PER FBC , / TO SIDE &TOP NAILER AND ENERGY FORM SUBMITTED EA. END WITH PERMIT APPLICATION 2 X 4 SPF Y EDGE VIEW 2x4 SPF CONTINUOUS EXPOSED TOINTERIOR PACE) AT 16" O.C. c BLOCKING ATTACHED y TO 7/16" OSB W/ (2) 8d 2 X 4 P.T. ; STUD TO ROT PLATE E NAILS. SEE DETAIL ABOVE SIMPSON SP4 , c 2x BUCKS SEE MS11 LINTEL:" FOR MORE INFO NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WINDOW OR DOOR OPN'G 8" CMU WALL 15 WITH BLOCK FACE 0 c `eae\I11111 f� WF01 DETAIL @ ARCH WINDOW FRAMING N.T.s. WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-0` `e`\,QPO °ivs' Res°0 0 PROVIDE 2x4 ON TO o 3co OF 2xS TO BLOCK OUT 2 ROWS 12d @ * :CC co TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 r (2) 12d NAILS O.C. TOP PLATE n 9•, gTP 4'.; \,Z, LT STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) C 4gn a`� , ` \\ 7/16" MIN. NAILED W/ 8d 2x4 STUD MIN d ,°�OSCs`t' /ti C`d�' ��` aNi \`\ \ COMMONS @ 3" O.C. @ v - 1j1111111111\\ ` \ EDGE & 6" O.C. FIELD RUN PER PLAN _ t- \` \ FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE \\\ BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 N ` \\ TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE m SEE GE05 FOR \ a STANDARD �\ i ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD 5 GABLE END \\ I �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING �\ \\ TOP PLATE W 8d2 1 2" x 0.131 NAILS (SIM. w/ 2x6 t0 NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF E , co a ro E\ \ 12d NAILS @ 3" O.C. m 6 $ fA `i N 00 I \ \ WOOD BEAM SEE wa W to n \ Z TOP PLATE TRANSITION , ( "��HUC210NHUC4100R(2) = �jj Qop�vy� \ \ m PLAN FOR SIZE ,y $ yVV J H- PIPE OR DUCT w/ OUBLE 12d , TO BUILT-UP COLUMN % 23 a D m m d ._ m C" •I M. .l c w + +I = PENETRATION THRU TOP SPLICE . �� ' SUPPORT COLUMN BUILT-UP MIN. $ ^' 8 w� n o I+ +I M TOP PLATE w/ MORE (3) 2x4's OR 4x4 W/ (2)-10d �° ° § '� 4 LL . G] ti I o ROWS 12d NAILS @ 8" O.C. EACH PLY 5. s E, Q p < ti 5 d � p THAN 50% OF TOP a$¢ w `o a W w o PLATE WIDTH INSTALL @ 3" O.C. y SHOWN AS 4 x 4 e t a 2 c ur ' z o 2X TOP PLATE TO I ( ) ° = a a z GABLE END W/ 16d I J SIMPSON PSPN516Z 4 , (2) SIMPSON HETA20's U1 ° € a 0 S . 0 0 NAILS @ 6" O.C. 1 a W/ (12) 16d NAILS TYP. 8" , ,, §'^ W 1O `°' >o M m o xLjj W/(12)-16d EA. TO COL. Y '� �. •1 �!+ m w -4 TOP & BOTi. ALT: (2) MSTAM36 STRAPS o s al � 2 BOTTOM SPLICE TYPICAL BLOCK ' E 8 p a 1 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS 4 ,, CENTERED W/ (13)-10d NAILS r 8 . a o m p y TO OVER STUD WALL <.. �, Ea TO COL. �' a= 2 a o S + + �,� � + S DEOTYP.�TOE NA ILS MAY BE SUBSTITUUTED W/ TIE BEAM 2 o W U ~ J 2X4 STUDS @ SE O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO L� WwN.FDSENG.COM ❑ ❑ ❑ W/ SINGLE BASE &TOP ,d PLATE HI PLYWOOD *OP PLATE W 8d 2 1 2" x 0.131. NAILS L7 M aD SHEATHING NOT REQ'D. WHEN QT SYSTEM IS APPLIE� @ �I ` z o COVERING NOTE: y W z m o PLATE LENGTHS MUST BE AT 20 cv LEAST 8'-0' LONG. TYPICAL (W�\ a0 O rz GE15 FALSE BEAM AT GABLE END N.T.s. WF17 TOP PLATE SPLICE DETAIL 3/4"=1'0" CDO4 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. �%1 a s c V II Z o `Q) cn € W ' lu 2x8 SYP #2 2 o. TOP &BOTTOM tj U — E ATTACHED W/ E o w "o (1) ROW 16d 2x6 SYP. #2 0 \ /� m w NAILS @ 16 O.C. RIPPED v N E 0 o , �co0I, 1" 1" BOX HEADER DETAIL N Lo CRIPPLES No �o —�7/16. O.S.B. VERIFY H ADER/ELEVATIION MAY NOT E PRESENT. c s , n IF nNl Y (91 KIN(; �; Q O1 � 'D A ----- ----- '� �' v (1) JACK USED AT LA. OwC QEACH SIDE OF 2X OO.S.B..S.B. OPENING G.C. TO W W/ 2 - Sd INSTALL (3) TITEN HD. EA. END If (2) 2 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED S6drJ/8"XS' COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148', L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D-0.162",L=3-1/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D=0.161 L=3-1/2')OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL LACKS I KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1 2 >4' BUT <9' (2) (3) (2) (2) 10'-w - 16' 3 4 3 4 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 m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 M 2 1 DIVISION LOCATION: 1 NOTFS. CONNECTOR REQUIRED 1) ADJACENT ST. LUCIE ADJACENT NAILS ARE DRIVEN 0M 3) FOR 4PLY, PROVIDE 1/4'DIA. x 51/2" LAG y OPPOSITE SIDES OF THE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) ..- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR ( ) 1 d SEE PLAN d SP4 AT 2X CRIPPLES @ 16" O.C. SEE SCHEDULE Job Information: THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. COMMON �r N �24" O.C. NAILS(TYP)T FOR WILL tn//SIMPSON SP2TYP. WF37 TYPICAL COLUMNS DETAILS N.T.S. " HGT. TOP AND BOTTOM 2-ROWS 12d NAILS eLo STAGGERED @ _ FOR OVERHANGS GREATER THAN • : FILL 1ST, 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2" tl�M�M�i� IIII�HEADER PER LOCATION �!�� © %Pop04, 7 ' •• . • 4 I . • • SIDE & TOPNAILER,III '1 54."EACH END TYP. 2x4 SPF ' • • 1 • • ••• :1 NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• •• • SQUARE TRANSOM BOX HEADER EACH • 12" O/C EACH a * WHEN STUD LENGTH FACE OR 3-ROWS M IS LESS THAN 12" USE 12d NAILS STAGGERED r LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 IIJ. STUD WRAPPED OVER OR GREATER HEADER O TOP PLATE & NAILED TO HEADER EACH SIDE c FILL ALL HOLES IN STRAP DOUBLE 2 x #2 s n 8 Z c `H S.Y.P. HEADER W/ m LO 1/2" FLITCH PLATE _ Q 0) 10d NAILS @ HEADER. (U.N.O.) E LIJ .N. M 8" O/C TYP. o co FILLING AND BLOCKING AS DOUBLE 2 x 4 CRIPPLE STUD REQUIRED FASTENED TO HEADER W/(2) ROWS m 7.45 ` Y 00 a' m �,/ TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS m O J W O NOTED OTHERWISE 0 QO � LL 2 x 4 STUDS TYP. rn Model Name Number: / SIMPSON HTT4 W/ (18) d c 1820 CMU 16d NAILS &A 5/8" v Plan Issue Date: EXPANSION ANCHOR 1p 'o p OPFNI`'l0/j W/ 6" EMBEDMENT U.N.O. OR 8 1/2' AT GARAGE Tuesday, February 25, 2020 NG STEP DOWN v KA PROJECT NUMBER: * * HOLD DOWN CONNECTIONS 20-1408 NOT REQUIRED @ BEARING P.T. BOT. PLATE NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT Y WINDOW OR DOOR OPN'G o Sheet: S=3 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.rs. WF39 TRANSOM DETAIL AT ENTRY 1/z"=1'-0" WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN 12". ATTACH 2x OUTL00KER @ 24" O.C. TO TRUSS WITH MTS12. FOR �_i __'✓'�J L. `.� ��I �, OR EQUAL TO 450 O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. MINIMUM 2"X4" 8d NAILS @ 4" O.C. WALL AND ROOF - CROSS BRACING ' + -' `. �• SHEATHING, SEE TB13 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR "; "' BETWEEN TRUSSES @ 48" LOCATION) ' ' • BLOCKING O.C. MAX. FASTEN TO EA. 9x4 SYP BRA FOR TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL.END ' -'- • 2x6 SYP L BRACE FOR ' _ • - - 2x4 SYP CROSS BRACE APPROX. 8" FROM RIDGE GABLES 6'-0" AND TALLER. • THEN 48" O.C. AFTER. NAIL W/ ATTACH L BRACE w/ 3-12d @EACH FxND & ® 12d NAILS @ 4" 0. . ' -'- • CROSSING AT 45 ANGLE. GABLE TRUSS h • (NOT REQ'D1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT m - BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) 0 TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. < ' (3) 12d w/ 3-12d TO CHORD (MIN BLO K PLATE NAIL GABLE TRUSS PER JOINT ' ' 1ST 4 BAYS) TO TOP PLATE w/ 1Ed NAILS @ 4" O.C. m CONTINUOUS LATERAL BRACING- 2X8 .T. PLATE 1/2"x8" ANCHOR BOLT 4 BAYS Y NAIL OVER X-BRACE AS SHOWN- AT 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE c CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING _X-BRACING - 2x4 SPF OR SYP MASONRY WALL `o .N w/ (3) 12d @ EACH TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 I TB13 FOR ATTACHMENT TRUSS ql SIMPSON 2- 2d OVER JACK TRUSSES, SEE PLAN. '3 m a TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.s. 10-1odx11/r' NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING W/ 2-12d TOENAILS CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d BETWEEN TRUSSES W/ (2) 12D FRAMED WALL OR BEAM AND 1SIMPSON H8 w/ BELOW, SEE PLAN. 10d x 11/2" NAILS 'I NAILS EACH END TO TRUSS TOP rytT N CHORD @ WOOD FRAMED WALL @ DUTCH GABLE \\\\llll apt`\�,g40 �Rt�B�i N TYP. a \GEN F`°�7FS�ra N r'- `a�J\5e • A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. t 3 �. v. ° 64 . No 8 = j WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A ------ TRUCTURAL PACE G.T. SHEATHING ` ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 .• cc y TOP CHORD WHEN REQ'D NAIL TO TOP CHORD ACK r O A rn a�"n°� O R \ �\� TO PREVENT SHEATHING - - - - - OF HIPPED TRUSS W/ =,.•,\` ,; ° • • ` co SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. l<c t3 f 0 INA- \ccc � MAX 24" SPAN (EITHER G.T o®`®HJI9LTT\\` SIDE OR BOTH IF REQ'D) $ m ROOF (2) 12D NAILS MINIMUM (3) 12d'.. *,6 SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR N N SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING PLAN r m ag � co z Q 2X4 BLOCKING 1 fi3 mV J �Q€ B o Lo HIP TRUSS d `$ W BETWEEN TRUSSES 0 o v^ 1— w � P. w g82 0)`?om° a SECT. A -A V21 ; � Q � � u z w tN t06�r gq "in IZa¢ TB03 HIP RIDGE BLOCKING DETAIL N.r.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S.a5do� Z �yNS 3p M Y ya'f�B Wmg�2 mmm gE3.a` ZNaM� <�a L E w 0 0 j In 88m o$ 2 UO J § aa€ W y 0 � � I, WWW.FD$ENG.COM ❑ ❑ ❑ Z 10 TRUSS NOTES: m y Y c z M O 10 Z 9 N a /\//�� 1J 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSVrP1-2014 o` —' B. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND �i/ d BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENTS IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED a _ m Z o TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY N < CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT G _� EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CSGS) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL o ti LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM, d E 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12tl NAILS AT EACH TRUSS INTERSECTION. ~ U 0 j 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. E "' w mo O C m 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS c N N M SHEATHING v cM U w Ooo 4' 3 TO 4 TRUSS 2x4 AS SHOWN ALT o A — W (0 � -7 TRUSS SPACES DIRECTIONS C r C a0)o� aim; RU y A ®aMS H®mGs VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2}1 NAILS nw._ ...... OR HCLR/LL IN PLACE OF (4) 10D SECJION TO TRUSS c REQUIRED @ RAFTERS GREATER THAN 8'-O" B-B .0 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS _ r 2x STUD WALL VARIES w ROOF m DIVISION LOCATION: SLOPE SEE PLAN PORT ST. LUCIE .6 CONV. FRAMED RIDGE \ / MAY BE NAILED MIN. VERTICAL SCAB 2X6 #2 \ 2X4 SPF BLOCKING / \ m Job Information: (4) 12d WHEN LANDS NEXT TO PRE -EN LG. TRUSS SPF 4W O.C. W/ (4) 12d \ / / BETWEEN TRUSSES \ 2x8 BLKING. NAILED @EACH TOP &BOTTOM OR H5 OR \ @ 48" G.C. MAX. / / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d c B REQUIRED w/ (2) MI'S12'S REQUIRED @ RAFTERS GREATER THAN WO" \ 2x4 SPF BRACE \ \ @ 48" O.C. - NAIL w/(4) / o 11100 COLLAR TIEEVERY \ 12d AT EACH END & N SHEATHIN - RAFTER rd \ \ ALTERNATE DIRECTION \ \ v O 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ • c LL TRUSSES W 2 / O 12d NAILS (OPTIONAL) z @ EACH END, CONT. EACH BAY / c B TB 2x4 SPF W/ (2) #7X31/2" / / TRUSSES < c > ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN BLOCKING OR H5 @ 48" O.C. / / m W i - t PRE-ENG. TRUSS / / ,4; G M CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING \ / / \ ran y `'H N G) M eH CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / 2 N SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / �o I"— � L)m � a 2X4 P.T. BLOCKING BETWEEN B (USP MP4) @ \ \ / / ,� O J Gi Or DIAGONAL TRUSSES W/ (2}12tl NAILS @ WOOD - 2x8 #2 SYP RIDGE BEAM AT 8'-0" 2'A" ON CENTER O ,, ^) // ^^ W li J m V J V J EACH END TRuss MAX 2x6 RAFTERS @ 2'-0"O.C. \ /\ / 2X4 SPF BLOCKING vi � Model Name/ Number: MAX. w/ (3) 12d COMMON BETWEEN TRUSSES Y •/ @ 24" D.C. MAX.w/ � WALL BELOW TOENAILS TO RIDGE BEAM \ / \ (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2'-0" O.C. MAX W / (3) 10D CONC. / , •\ (3)12d EA. END (TYP.) SEE PLAN 1.820 MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD y VI Plan Issue Date: T & B CHORD BEARING SUPPORT mu TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE 0 Tuesday, February 25, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 20-1408 2x4 S.Y.P. Y a Sheet: Of: @ 16" O.C. rn TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TBIS EXTERIOR NON -BEARING WALL DETAIL N.T.S. 0 N `-' ROOF FRAMING T 0 AND BRACING DETAILS C N. 0 \\ 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. Rh. a., N. SPA EVE L. 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE r„ 6" 3" 0 0 3" 3- 3" 3" I E I �� I 3„ 3" 3" 3' 3„ 6, 6' 6" 6" DOUBLE DOOR W/ SIDELITES 2A /E >" 6, iPACE :VENLY 3" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 19-0e1 IN FRONT OF MECH. OR APP. WHEN REQUIRED O M 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB 00 Z I 'll III°I f - it it i O z I ' 16" MIN. DIAMETER !� CONCRETE FOOTING D PROTECTION BARRIER DETAIL N.T.S. SPACE EVENLY I ----------- ...................... ................. Wage SEA ANT L E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING ' NAILS, 3/8" MIN HEADS. 6 PER SHINGLE. OacK Vat µnot Oac,* ray . Line valley Dy cemedn8 yyn'o a ga 36"witle boa tna`.'yo CertainTeed In rGumg orza as p erprooiingS Ingle ey °nri ` ntledaymem or 9 au yalent dir to r��kr wn CFo ep One rsatl Iwg bo AJt T'O" 3cd Go cAMsas ' \ . Rake 2"tl a, Coal o not nail wthin Al 1 _.2f.....,.,.. -- I iEmbed a 2 each shm@e Edge 2 ,2g" 2' 7" ,s to use In 5MG.. over Cut ahingles 2- back from valley centerline ------------- SHINGLE INSTALLATION GUIDE ROOF CRICKET: _ MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS EXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER ST sFaurvr ROOF SHINGLES 6" X 5' H GALV. T i P, i FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF 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. TVDInAI Ow DI InV INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1X4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVELINTOMASONRY BLOCK LINTEL & SCREW W/3/16"HILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" RU "' THE W'DOW FRAME JAMB MIN. 4" FROMMIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2" MIN* EMBEDMENT 2X WOOD FRAME +A IlJ!7O0 SCREW BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN' FIINASHEATHING _ EXTERIOR /' . , 3/4" FINISH DV BY OTHERS — PERIMETER 1/4" MAX CAULK SHIM SPACE BY OTHERS O.A. WINDOW HEIGHT EXTERIOR INTEA1OR A TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S i905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND WLDE OF iHINGLE ROOFS. OVERLAP TO BE A MINIMUM )F she pecmJ, SAVE DRIP EDGES SHALL =No Me BELOW SHEATHING AND EXTEND BACK ON THE IOOF A MINIMUM OF tin. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER JVER OR UNDER THE UNDERIAYMENT. IF INSTALLED WER THE UNDERLAYMENT, THERE SHALL BE A HINIMUM 4In WIDTH OF ROOF CEMENT INSTALLED )VER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE MECHANICALLY FASTENED A wOrMUM OF 19n ON 'T L _ „Inatallalton Instructions For NI Fixad Windows With Nountin0 Fin r1J�/—Lfte LickMes all of Me following series: 62.S 1825 / AZ1S / FL15 / AZ30 / FL30 / V1500 / V1580 / V300 / V380 '` „'•°"` . , ."" `•' W200 / VT260 / GB2000 I G02060 / Prestige 662 / Prestige 882 / LH1( Matlmum Falterer Spacing Wall Framing: (Jambs, Ha" and Bill #2 Spruce/Pine/fir .smwne all Screw Minimum Penetnice Gkaing Bead 1 3/8" Cross Section View oum 17 ederiorshpelmN Steel Measure to be we the opening is 318" to Itr larger than the Window alae bad, wntlraily all honzantaly. ` Yap may wbh to predrill the insmliatlon holer in tie fin aI Vas nne. AWenmtlMepc`p/Ma.N hat sa Me awyophd led as dBy are "e0ce bill, spaced reoupp, Step 2 Apply a generous bud of sllcare m the backske of the mountlod fin. Use anal spbwa m sunklaav fill all volts between the Bear, a irsmtme willow imp theeperlmg bon the oubide. Tice whi a labeled "Ilske" and'mdaldi but these labels have been removedthe elected bead shoodd always be te the leader Of the building. Sep 4 Install aNms under the sit, adjusting them awn the unit is plumb in the pp mi SNme should be kualled elder the sill every 2 fat. The window should be haplically Oahmred in He odemir with an mare then V4' gap bebee le the wIndm and wdl training. Step B Install a#10XSd/2-scum 4" from the comer a the Bn at mat and ofthe head, sill and both Step 6 tnsWl tic remaining fasteners k8` Inaemems from the caw spews m fhe center oFeafi frame member. Use ere not mover- UOten t e saewsaW pWI them Rough to fin. A19D make sure the aaeya m ion and do not cause the flame te bow. Wag framing shook be a minimum of #2 Spruce/Pine/FIN Fasteners 9htwltl be#10 seem of wrtauent law Nma�hieve i-3/6" atlonkro the wep ant mica than l/2"from of ham Fasimer Bianchi herded m each sitle of freme Be adliew: 8` sonrlm Ry 8 If tlesired, a foam Insulation tan be applietl m the interim gap blaweah the wndow all Wali framing. If appled, tla's musrbe Me MOW €A'AA1101 6TYPEFOAM. SbW g Sides these windows are typically o8.'d in roans With high mOpline t, k; bathrooms, t"recommended that the Interim gap between the window all wall framing also be walled with Mebane and tooled so as not le interfere With the msfahade, of wallboard, the or mm. Step 10 Once all [MiVDetloll is mmolete. remove the bubble wrap from the krcN" all n la ern-L"seew, al— , u— Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method A roval # pp Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMC0 FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off-rd a vent" 1" FROM EDGE A " D.C.PICA fL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE 11 UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 INDUSTRIESINC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R9o5.1.1 FL17206.1 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA.x 8""1" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 B x 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-C RP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 TH ERMA TRU-CORP. FLUSH FL20461.19 FIBERGLASS DOOR I OUTSWING ED BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 0461 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice+0/ -146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 2nd Choic N.A. N.A. N.A. SHALL BE BEYOND WALL DRESSING Windows - 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 Single Hung (fin) I ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS )F SUFFICIENT LTH. TO OR INSTALLATION THROUGH PROVIDE x BUCK MIN. EMBED. INTO WOOD USE #8 WOOD SCREW OF BUCK. +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1%- INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11k Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM i n EDGE DISTANCE Fixed Glass" " 1st Choice +50.0/-50.0 U BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3cd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED SOLID SOFF IT VINYL I D R/2" NAILS 10" O.C. IN FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM Garden ed DIRECT MOUNT. TOP 1A"-20 MALE PANELMATE W/ FL16293.1 46 PSF INT. PANEL INC. MFG. Steel Storm I WINGNUTS AT 121h" O.C. 13OTTOM 1/"-20 SIDEWALK Panels BOLT w/ POWERS CALF4IN 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. # 561J6 Name: TODD M. BORN Certification Number: A. # 821'?6 Name: Luis Pablo Torres Certification Number: FI. # 87864 nipitf� ``tµ ��, N ... NsFs%�� N r do 7 t� STA OF : loi P• ♦ r!a'igBLBipei` � `dooIVv T-1 Do e._ aCN CNI Do 00 V_ �QOQrI J J J a�.jj l�N Oh LL LL LL £�HJ 0 c; $om�� M. c�4 a Q;� W uj7 ly vi L741 w _ Z 'e y`pp ?g9.0 Z z o �q3 E LL Mw �53D:1— .WwfiS$ ILL MEp -a ¢mom w m WOR3n2 ¢ 'se€Fg ZNam0 d a gg a 0 6 �aN m 2 ao� Aogo W U h J 12 WWW.PDSENG.COM ❑ 0 El - t7 Z N z m Ic o W N a s n IZ — 0 z o Lf) C9 a (W\2 E r/ v _ M UU6 O w 0m N c toto m rJ F - f6 V 2NE -I '® 00 ao m x o do 0) Ile n DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: Cr. O z ��Lo Ln Wcn a let � � M m a z m11 �(D m 00 a Q J W Z) Do -jmv)(n Model Name / Number: 1820 Plan Issue Date: Tuesday, February 25, 2020 KA PROJECT NUMBER: 20-1408 Sheet: Of: S-5 _ MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH _ FOLD UP WEATHER ., A' RESIrTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS `WEATHER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior / RESISTIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a BARRIER s WOOD FRAME CONSTR. material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SLOPE Covering from further intruding Into the exterior wall assembly. An exterior wall Covering is described as a material Or SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 Cm) barrier, Insulation, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, WALL BY 61N. UP JAMB L USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. LJ R703.2 Water-resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHERRESISIT VE ( SELF-ADHERED FLASHING EXTERIOR `CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER BARRIER SEAL TOPS OF JOISTS /( ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 m n). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING SUBFLOOR shall be continuous to the top of waits and terminated at penetrations and building appendages in a manner to meet the SELF -ADHERED FLASHING (SEE DETAIL WP07) requirements of the exterior wall envelope as described In Section R703.1. WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation RIM JOIST Refer to the number marked as ®in each detail that to the Grade D paper. The Individual layers shall be installed Independently such that each layer provides a separate continuous Bashing corresponds plane and any (Installed in accordance with Section R703.4) intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING items in the list of instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head Flashing and seal with tape 82numbered 1 PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the by Intervening, 2 2 O 3. Self -adhered flashing can be substituted for building paper stucco an substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, SELF -ADHERED FLASHING FLANGED WINDOW Scale: NTS WPM SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING embedded In the adhesive layer) for ease of installation and to minimize y ) Scoring cuts R703.4 Flashin g g entry flashing shall in applied calf Irving on p a manner to prevent ant of B• Approved penetrationof water water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply AAMA 731. All FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERTWP035. with exterior fenestration products shall be sealed at the juncture with the Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows surface of the exterior wall finish. Approved corrosion resistant flashin s shall be Installed at the following locations: pp g g ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB &HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. g openings P gs. Flashing at exterior window and door o nin Shall extend t0 the surface Of the REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW SEE DETAIL WPO7 ( ) tight to corner exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING ( 8. Mechanically fasten as necessary y ry attached fleshings shall comply with AAMA 712, Flashing at exterior window and door openings COMPATIBILITY SCORED ordflexible shall be installed In accordance with one or more of the following: ' RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the SELF -ADHERED SELF -ADHERED FLASHING, �`• (BEFORE FOLDING. WORE fenestration manufacturer's Instructions, In accordance with the flashingmanufacturer's Instructions. Where FLASHING. EXTEND A MINIMUM 6" VERTICALLY FROM RELEASE PAPER TO WN) ADHESIVE AS SHOWN) flashing instructions or details are not provided, an flashing shall be Installed at the sill of exterior window and g P P g BOTTOM OF door openings. g Pe pe ' gs. Pan Baskin shall be sealed or sloped such a manner as to direct water to the surface of the THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall a ' MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. SECTION -A NECESSARY IN CORNERS THROUGH (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. FLASHI�NGERED O A., ��\j 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 x SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both NAILING FLANGE .I sides under stucco copings. DO NOT FLASH OVER 2 O SEAL TOPS OF JOISTSBOTTOM UNDER DECKING 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. FLANGE NAILING F 8 (SEE DETAIL WP07) 2 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. SELF -ADHERED FLASHING HALF ROUND WINDOW IWPO4 SELF -ADHERED FLASHING IWP`05 SELF -ADHERED FLASHING FWP06 S. At wall and roof intersections. EXTERIOR DOOR WITH DECK INSIDE CORNER 7. At built-in gutters. SELF -ADHERED FLASHING �;- DECK PROTECTOR SHEATHING ! - _ 7/8" Cement Plaster 7!8" Cement Plaster in accordance with in accordance with -- -- -_-" SELF -ADHERED :'-' ASTMC926 - ASTMC926 FLASHING PATCH '" : Felt backed metal Felt backed metal SELF -ADHERED FLASHINGa lathe in accordance it accordancehe in withASTMC1063 DECK PROTECTOR h with y Building Paper Building Paper 7/16" O.S.B. 7116" O.S.B. DOUBLE y! _' ','; �� sheathing %. sheathing SINGLE JOIST JOIST SELF -ADHERED FLASHING ^. , Metal - - Keep top edge SELF -ADHERED FLASHING 1 Flashing .. of weep screed t 2" below top of 2 3 1/2" block 3" MIN Unperforated 4 Flange 7/8" Vulcum 2 O 5 Weep Screed cauk bottom joint only Maintain Bottom of Metal Flashing SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING W P 018 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W PO Weep Screed 3-1/2" Unperforated \HO.8362x;DECK JOIST OUTSIDE CORNER ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE g 1 1/2" to 2" Flange 7/8" Weep Screed INSTALLATION OF THE BUCKIRECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish o • • o, All inside and EXTERIOR WINDOW UNIT o outside corner will need to be miter CEMT. FIN, Cement Plaster cut and caulked all BUILDING PAPER SLOPE in accordance butt joints need to c• ° ' SLOPE 0.3 in: 12.0 in -SLOPE with ASTMC9260.3 becaulked using 0.3 in: 12.0 in (0.6 cm : 30.5 cm) in: 12.0 in - (0.6 cm : 30.5 cm) over wood 2nd floor Vulcum caulk for all (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~ - EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH IV V SELF -ADHERED FLASHING 1/2" Cement Plaster Finish WIRE LATH Block 2 1/2" Perforated BUILDING PAPER " Flange 1/2" Weep BUILDING PAPER Cement o Screed Plaster over block EXTERIOR 1 st floor WINDOW UNIT CEMT. FIN. Slab Install bottom edge of weep screed 1" below finish floor 2 2 OPTIONAL DETAIL 3 3 Note: O The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF -ADHERED FLASHING WP 10 CEMT. FINISH WINDOW HEAD SELF -ADHERED FLASHING WP CEMT. FINISH WINDOW SILL SELF -ADHERED FLASHING W P 1 2 CEMT. FINISH PARAPET WALL the Weep Screed. ®0.@@tltifrrr ��O TO ��'•VQ S J ` e v: 0......87II64 : p CN • a Ln W� �' �F tu': m 2 STATE IT N s � to N W �w Sg W 00 M(N 00 $ �E �V 80Q.'1 J J v� Ug,�NN LL LL I3mq �} 0„Mmz rl7 J9•"IL ,$ UP QCQLLN a (A o W 2� 2gy < z z x g ox S W o00 W S m m On 00 On �d .2 D d ¢aN ' ;s MM`W\.FDSENG.COM 110 ❑ M O W Z pm M S ■{//a�� z 1■ z N 4 J W a O - Y o OZ Q) `-' Q w � (B N � E (D U - w In ct w NO m u0m t/1 F 0M - -- I m 0 ILL!O U = a00 N f-00 V - C aGm o0 a,m; AA MQ uARACB FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE � lob Information: I..L O z C� C CD In W N ¢ 0) m� m m M z • • 2 N O 00 co(n (n L° VI Model Name / Number: -R-70i Plan Issue Date: Tuesday, February 25, 2020 KA PROJECT NUMBER: 20-1408 Sheet: W P Of: WATER PROOF DETAILS 5" bath duct to roof cap w/70 cfm fan 42X42 A/C SLAB BY BLDR MIN A/c 2' FROM WALL PAD 9 E E 25 5H O' I 25 SH -�� ``�)j f �-I _ ,.. ,..._. ,_. PRE TTO.M V 8S'... -- "" — i. � � 4 BEDROOM #2 VAULTED CEILING IM 'RULE CEILING VRAJI.TF:DC:ILING _— 120 `• 14x8' fwcd 2x12 ra ,1 CSI31.25 $H ' I 1 4x8 1 w cd - 2 :............Y:,J . �. �s6e 21 _ _ _ 0 *. ' 1r;liSH <, _, a .-� - 6 ra I 16x16 rag 9 -_:,. e N i �� Imo+ I BATH O T fw 14xfA rag a0ss „ I ° R �l Y ROOM 8 110'CEI LING i gq „20 WALL e 14 8 1wcd I.C. i I 130 1 CLG• • x4 1 wcd v I -- - - - - - CI I 10x1 + 5 g I , -- 8„f 1R/1bi v Br DR .. vauLl " A 10X6 1 wcd 10x 1:wcd ° I" =-_—_. a a 3 8 85 - - - , ° 6 14" w BATH L;wm CLO ;Ix SkWR a ' pryw • A R, CLO, i E 1Rl1SH— - 24x18 fb 'g 5 bath duct to roof cap w/70 cfm fan DINING ROOCUI I AULTEO CLG. WJTTED CEILING 14x8 14X8 1 wcd: w L' Ln 8 14x8 1wcdw ' r. dryer duct z ' 180 =" '� - -- --�,> REFRIC � to roof cap F, ; , l ' � dryer vent box Nob LOCATIO / I ! I W SUIL -' LA_ N e j 9 12x12 rag 1o, LG. I ; I x i `KLe .. .... ............ .. ...... ..... I I m r�i cri �.n_=-=ems-• x4 1 cdl I e }= 7" l ' 45 • 12x12 rag HANaDN aox -- ISC CEII ING s_s__A_r_rBEDRO #4 is DRVIER VENT __ VAIILTFS CKING THRU R009 :PU_DN. STAIRS ADINVE ED iX LGT 3S'-0` 2U _ 12x6 wcdH1- 110 , a U ttR it s L FGa-S CAR {'xA.RACCE >s TFu�vs. P I,OIiT ST, Zo , -- _- S` OEILING I ry -- crs y� 3 �d'1 lNffi?If,tlNd11: 2 :0' - — EGiKlSS &EE E3FVATION FOR IR v 1C' CEILIN' F- OR _ !JNdOF GARAGE DO "lS ___.___ LINE OF GARAGE DOOR--------` ' n .--`••----_-_-'•---- L F— Lij 3.0 TON W/5KW @240V 111PH as +ems 18x13 plen , scale :1/4„_1,0» �'u� ; I F I•-- � platform by z-' �. -- --- 5x7-OVERHEAD DJOR bldr 15 x 7 OVERHEAD DOOR — __ irn V' _ ' Kwei Nrvnae J Nur NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROAMS Transfer ducts/grills sized in compliance AREA CALCULATIONS� �° Pew lssuaw�r�:_ with Florida Residential BuildingCode-M1602.4 Tuesday,Feb,ul 1sc FLOOR 1sz1 s.F, balanced return air. of Fh PROJECT NLM EXCEPTIONS 1-3 FLOOR PLAN rorra uVNGtAc! saaas.F: � 20-1A SP.AL=: Iia` -V-O' ALL ELEVATIONS CAROL 596 s-F. COVERED ENTRY (RASE) M =.F. ro COVERED PATIO/LANAI 137 S-F. TOTAL AREA UNDER ROOF 2609 S.F. ? FLOOR F v O_ QU \ Q co �1 E S 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.