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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A. COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES" 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED. LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED AS D SHEATHING, INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL L SHAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 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 SYNTHETIC HOUSE WRAP. R703.4 FLASHING: APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 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. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY. CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. STRUCTURAL NOTES: CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25' LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3' WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5.. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS &FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING DHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF MORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -I- OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED, F303.4.1 CONCRETE STRENGTH INjTHESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACE WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm =1500 PSI) 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 OF 3000 PSI SLUMP 8" T011". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM, PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACINGSHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 1.0. DO NOT APPLY UNIFORM: LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. STRUCTURAL DESIGN CRITERIA CODE CRITERIA` FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILTTY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC. 2014) & 6TH FBCR Ch. 34,43. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE -(ACI 31844) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 201-5 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE .WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOORI-JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, S HEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR. BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 1O 0 10 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.. FOR EXAMPLE, ACQ-C, ACQ-D, TOTAL (PSF) 37 37 45 55 - BOTTOM CHORD LL (OPT) CBA-A OR CA-8 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 - S. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE NON -CONCURRENT). 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: GENERAL FLOOR LOADING HIND:PLYWOOD G-C/ GROUPEXTERIOR OROSB FLOOR SHEATHING: FLOOR SHEATHING: T&G A-0 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 OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMENTS: PRE ENGINEERED WOOD TRUSSES B07TOM CHORD LIL 0 (PSF) BOTTOM CHORD DIL 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL. BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. GAME ROOM BALCONIES/ DECKS BALCONIES OVER 100 SQ:FT LIGHT STORAGE 60 (PSF) 40 (PSF) 100 (PSF) 125 (PSF) COMMENTS: 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES READING ROOMS STACK ROOMS e0 (PSF) 150 (PSF) 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL .B E DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, GUARD RAIL 0 HAND RAILS (d) GUARD RAILS IN FILL COMP. (f) 200 (PSF) 50 (PSF) AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS. HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES THE MEMBERS OF THESE WALLS WOULD WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT I +/- 0.18 NOTE: MEAN. ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS SOFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT ! 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 O 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 s 0 50 (+) 24.8 (+) 24.8 II '0 ! (•) i 27.1 (-) 31.1 Y 0 0 (+) 23.4 (+) 23.4 100 (25.7 (-) 28.5 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'.0" 16'-0" 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. SEE FLOOR PLAN FOR ACTUAL PRESSURES INDEX OF DRAWING SHT NO: TITLE r 1 COVIER SWEET 2 FLOOR OC PLAN L1 N 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN v 5 ELEtiIATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS Y S-3 DETAILS ° S-4 DETAILS S-5 PRODUCT INFO SHEET a WP WATERPROOFING DETAILS M-1 H VA.CLD o, w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: d o 1.. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL. EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. R Is the Intent of Deslgner/Engineer listed In the titleblock of these 10 ADHESIVE BINDER0 FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITENHD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed � PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS. SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ' INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. responsible for any plan errors, omissions,or misinterpretations =_ A CONTROL OF CONSTRUCTION SITE: 3. FOR MORTAR JOINTS LESS THAN 1/41, PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the a 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 CONSTRUCTION information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM15 TWIST STRAP W/ (4)'A"x 2'" TITENS TO /a 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 plans should be directed to our Quality - MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LES (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS OF ANY THERE FOR REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION W A N UNDER THIS AGREEMENT 0 OTHE RWISE ERWISE '.MOLD M Assurance en r 1. 7 4 e at 32 9 2 0 91 immediately. No backcharges N cha es � > MISSED CONTRACTOR TO INSTALL ST LL 2 SIMPSON HGAMIQ W 4 1 4" x 11 2" SOS SCREWS AND 5 1 4" x 2 1 4" TffENS ONE EACH SIDE OF / H I E TRUSS. ( / / O / / TO PROTECT WITHOUT LIMITATION THE REST>� H RESIDENCE, CONSTRUCTION SITE MATERIALS ORE EQUIPMENT, FROM MOISTURE, RE FUNGUS FIRE THEFT VANDALISM TRESPASS Q OR ANY OTHER PERIL OR CONDITION, � will be considered for reimbursement by the Designer/Engineer v i AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER H NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN 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 w MISSED, CONTACT THE FOR FOR SUBSTITUTION. Deslgner/Engineer. Payments will be made In accordance to the a. terns of the agreement. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H71`5 w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. 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 SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. EOR. IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION ='t DAMS HOMES Of Northwest Florida® 31000 GULFBREEZE PARKWAY GULFBREEZE, FLORMA 32563 3 =ILE COPY e aM-oq REVIEWED FOR CODE COMPLIANCE ST. L CIE CO NTY �N S J 0T .�: No C Vic' Of ''''•hoc F L o F tiC i ._ ttltilt if l £ g 6 DW�ZBdQGDml N<�N��,a.�l6ia �"1momwm$3��°bgT .am<¢#A�✓ �oaN HI # Lo 11 wma¢G0� io a��am LL9UJ0k • � � � www.FosEnc.cont ❑ ❑ ❑ U t Z t-- M Z S Z � Q o o- s Z o QV)) VI )l U FL 4-J N ro w fE To U y .�LTCS (� m N E w Oo$ ai c v o 0 Q up f%A MC ue%M cc FLORIDA CONTRACTORS LICENSE NO. CRC1330146I 3000 ULFBREEZE PARKWAY GULFBREEZE 2 FLORIDA 3 563 G PORT ST. LUCIE IVI Job Information: 0 I. C LO 0) LU J2 M >N LL (P N °- OJLUZ) M o Model Name / Number: 3000 Plan Issue Date: Wednesday, June 17, 2020 KA PROJECT NUMBER: 20-4144 Sheet: I Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(Mfl TOP BOTTOM NO BWl 16" (2) led TOENAILS (2)16d TOENAILS SPF UPLIFT BW2 i8" SP2 W/ (6}10d SPl W/ (6)lOd SPF 402 STUD, (6) 101 PLATE STUD, (4) UW PLATE EIW3 16" (2) SP2 W/ (6) lod (2) SPS W/ (8)10d SPF 909 D Sed PLATE STUD, 4 SOd PLATE NO BW4 16" (2) led TOENAILS (2) led TOENAILS SYP UPLIFT BW5 SP2 W/ (6)1­10d SP3 W/ (BMOd 16" STUD 61Dd PLATE STUD 4106 PLATE SYP 439 BWB (2) SP2 W/ (6)10d SP3 W/ (6)-100 SYP 878 Is. STUD 6 10d PLATE STUD 4 10d PLATE NO BW7 12" 12)led TOENAILS (2)16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6}10d SPS W/ (6HiOd 12" SEND, (6) 10d PLATE STUD, 4 ) IOd PLATE SPF 535 (2) SP2 W/ (6)10d SP1 W/ BYLOd BW9 12" STUD, (6)10d PLATE. STUD, (4)10d PLATE SPF 1070 5510 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/ (6).10d SP1 W/ (6)-1Dd 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 BW12" STUD, (6) 10d PLATE STUD, (4)10d PLATE SYP 1170 FOW-13iI NOT USED '-DOUBLE 2x TOP PLATE TOP OF WALL ,,L SEE PLAN V MASONRY WALL OR ICE WALL. SEE PLAN 2a STUDS PER DOUBLE 2x HEADER-4PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/S1 FOR NO UPUFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING -CONNECTORS W/ (2)12d TOENAILS rip TOP & BOTTOM EACH END FOR WALLS 7 PER PLAN / TALLER THEN e'-O" SCHEDULE ABOVE F.F. SEE FOUNDATION :' •--• PAN FOR MORE 2K P.T. W/ 1/2" A.S G 32 O.C. W/ 7" INFO EMBEDMENT OR 1/2"ATR W/ SIMPSON SET W/ .. SW- SHEARWALL MIN. 7• EMBEDMENT PAST STEP DOWN. ':: REQUIRES MIN ALT.: SIMPSON 1/2" 11TEN HD O 32' O.C. - 7/16" OSB PLYW'D SAME EMBEDMENT BRG. WALL DETAIL W/8d NAILS AT 4"oc IN HELD AND EDGE. SEE G GENERAL NOTE #8 GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 01 OR SPF 92 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUDAS INDICATED 4. SP4, BPS AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS. AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "OW' IS INDICATED ON SECOND FLOOR WE CONNECTION TO IGNORED. SEE WFOG/S310R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. LNOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 71W OSS.PLYWOOD W/8d 1411LS AT 4" O.C. INFIELD AND EDGE70ILI SIDE OF WALL 7. ALL 2n EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE OWS, BW4, BW7, SWIG THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATrACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUI RE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. SOd= 0.146" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (RASE) CONN. & FASTENER UPLIFnLb) Cl (3)2x4#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 SIDS SCREWS C3 (3) 2 x 4 SYP #1-OR (4) - led TOENAILS _ 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & M)1/4" X 1.1/2" 2145 SDS SCREWS C5 4 x 4 P,T.#2 ABU44 W/ 5/8" ATR** G Sees 200 SYP POST & (12) - led NAILS 6 A P.T. #2 ABU66 W/ 5/8' ATR** G -12000 SYP POST &(12)-led NAILS U-2300 8 x 8 P.T. #2 ABU88 W/ (2)- 5/8" ATR** G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320. 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU54DS2.5 W/ (14) 3.1W x 21/2" SDS WS & 5/W EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** x 5.25 P.L HOU58DS2.5 W/ (14) J./4" x Q3.5 1.8E Fb=2400 PSI OLMANIZED IF II 21/2' SDS WS & 5/8" EXOPY ANCHOR, OR ATR** 5645 C10 3,5 x 7 P.L 1,8E RI.2400 PSI HDV8-SDS2.5 W/ (20) 1/4" x 21/2" SOS WS & 1/8"EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.SE Fb12ADD PSI (WOLMANIZED IF EXT.) HDU89DS2.5 W/ (20)1/4' x 21/2" SDS WS & 7/8' EPDXY ANCHOR, OR ATR*** 7870 7 x 7 P.L. HDU8SD52.5 W/ (20) 1/4' x Cd2 gifl 1.8E M-2400 PSI 21/2" SDS WS & 7/e" EPDXY 787D LMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO.. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/53 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR.7/8' ATR 5 IF [C] 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 (LBE) 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 NAILDA.-LENGTH NAIL SPACING ad 0.131' X 21h" 0.131" X 2 %' SE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" 0.131- X 3- SEE PLAN BLOCKING & TOE 0.146" X 3 34" 0 131- X 31A- NAILS & TOP PLATE 12d OA48" X 3 W OA31' X 3'A' 6' O.C.(COMMON) STUD WALL 6" O.C. GUN NI CORNERS Sod OA48" X 3". 0.131' X 3' 8' O.C.(COMMON) SEND PACK 6" O.C. GUN NAIL COLUMNS led 0.162'X31h". 0,13L'X3-A' (2) 16D(COMMON). SEE PLAN (31180 ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) .2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) Gas FUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS O 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O:ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) OSB BITCH PLATE. NAIL SIMPSON LS7A24 OR (2) BM 4� BEAM TOGETHER USING 12) SIMPSON HTS20. TO WOOD POST ROWS OF 126 NAILS 0 12" OR 12) SIMPSON HETA36 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2).2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) Gas FU TCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON M20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR 12) SIMPSON HETAS8 TO CMU O.C. TYP EACH SIDE COL U.MO. ON ROOF PLAN- (2) - 13/4" x 11114* LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x 31/2° SOS WOOD OR (21 SIMPSON HETA36 TO CMU OR (2) SCREWS 016" O.C. TYP. COL. U.N.O. ON ROOF PLAN. .EACH SIDE. (2)-13/4"x117/8'LVL 2.0E Fb 2600 PSI. NAIL BEAM CONNECTION; PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SIDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HETA36 TO CMU EACH SIDE OOL U.N.O. ON ROOF PLAN. (2). 1 3/4' x 16' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) :1/4' x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS D 16" O.C. TYP. OR ) SIMPSON HETA ( 2 36 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WRH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 WI 112" FLITCH. PLATE THIS SHEET (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2' FLITCH PLATE THIS SHEET O(2)-2X12#2 SYP SEE GENERAL HEADER NOTE#5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2)-13WX 11114 ATTACH TOGETHER W1(2) ROWS 114' X 312 LVL 2.0E Fb=2600 PSI SDS WD SCREWS 0116- O.C. TYP. EACH SIDE (2)-13/4-X 9114 ATTACH TOGETHER W1(3)ROWS 114-X 3I1Z LVL 2.0E Fb=2800 PSI SDS WD SCREWS@ Is- D.C. TYP. EACH SIDE HEADER SUPPORT NO. OF KS& - STUDS REO. AT S OPENING 2X4 WALL 2x6 OR 2XS WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - 3'-11" (1) (2) (1) (2) 4'-0" 9'-0" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE let FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCRONS 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 S. 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 SENDS WITH (3) 12d TOENAILS PER SIDE 7. ff HEADER IS NOT SPECIFIED CONTACT E.O.R. ro ti V 0 160 MPH OPENING PRESSURES 59'-0" ENCLOSED - EXPOSURE B ' 22-4" +2+27./•29.8 7.6/-37.037'-0" J 1 I - 3'-0" 21'-0" 13'-0" 12'-2" 6'-10" 3'-4"-� © +28.5 / -28.8 O +26.5 / -34.4 c , r A 3'4"X4'-0" L ,4 ' TEMP. FIXED © GLS, WINDOW / -27.1 ICU O +24.8 / -31.1' CNITR. 23 SH O+24.3 / -27.5 O +23.3 / -25.0 R/S NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND q SPEED. THE WIND PRESSURES LISTED ABOVE ARE 7'-6" "ALLOWABLE" PRESSURES 4D30116ERGL. SHOWER WALL LEGEND I CONCRETE PATIO 2os3 ~BBBE x W.I.C. OWNER'S BATH - R/S - FRAMED WALL g I S' CLG 8' CEILING 1O G.T. - - -4p - - - - -- - ` - - W.I.Q. W.I. BEARING FRAME WALL Y 7'-4„ 8,_8„ 6. 8„ 8,-0. 5,_4„ c� �_ - -- -- IS I F09 81 CLW b ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING o S3 ATTACHED PER NAILING SCHEDULE ACT AS © © OO © I _ _ - - - 2068 _ _ _ _ SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. @ R DBL 25 SH DBL 25 SH R/S m 5 SH. o " , N4 R/S 2868 28 1 1 1 r7( 2468 MASONRY WALL 1 2x6 WALL BW2 ' I1 2x4 CAPPED WALL ' DIRECT VENT LAU N DRY ; AT 42" HIGH A.F.F. C2 I ROOM I NOOK ' 1 4 I 4,-8' 3. °,� 9,-10" 4'-4" , _____________________ _______ _ _ _ _ ' ------ S' CEILING 8' CEILING 00 , GENERAL GENERAL NOTES j I D I F. HANSON.B�1X " - I 1. R302.5.1 Door from garage Into house must be a ' @ 36° AFF I minimum 1 3/8" solid wood door, solid or ' - , honeycomb steel door, or 20 Minute fire rated door. a I Tr I yy 8'•4" 9'•10" FAMILY ROOM :, ; 0 W N ER'S SUITE 2. Bathroom exhaust fans must vent to the exterior of i L _ CATHEDRAL CEILING; I TRAY CEILING 'SI IY a O the building, exhaust to attic space and soffits is. not '-' - - J 2868 ' �. w m acceptable. Ventilation shall be. permitted to exit through _ _ .,r< - o the sofflt If solid soffit Is Installed 5'-0" on each side of 1 N 04 the venting. 1 ua 13. R302.6 The garage shall be separated from the PANTRY 4'.4" 8'-10" 18'-0" 21'-10" ' residence and it's attic by not less than 1/24nch ; (12.7mm) gypsum board applied to he garage side. _ y8' CEILING ' Garage beneath rooms shall be separated from ail l 12" RAISED _ _ _ _ _ - - ` - - - - - - - _____I habitable rooms above by not less hen 5/8 inch BAR w 42" / , q (15.9mm) type Xgypsum board or equivalent. Where HIGH WALL I the separation Is a floorcelling assembly, the i 4`,``�yo 1 toR �J��♦� Jj £4` r dKj � I • S`f P� P I ♦♦♦♦0 •FL G., , 1- structure supporting the Separation shall also E ti.--------------------- I . protected by not less than 1/2 inch (12.7mm) N cw w 2868 ' , I gypsum board or equivalent. w g s g_ ® r ' .. <: i go W1 (4) STUDS C4 c F ..I # m 4. 11 Window sills In dwelling units, where he ' g o 2868 _._._.._..-.___.. P g Ire "- o enin of an o rable window Is located more than w @ S O r a d 'mow' f + 72 Inches 18 9 m g s � M A I I ( 2 m) above the finished grade or , $ � � Lo m;.� � w surface below, the lowest part of the clear opening 8 U ------ 3 -8 2 -0 9.4 5'-6' 5 -4 6 -0 6.4 2 -8 12 -10 � � � 4(� w 1 S01 610 Trim)abovethe flnlshed floor of he room in = 0 �'° LL o: "' N w m ` g a 8 m 5 a¢ °F o ( 32 which the window is located. Glazing between the �'` 2 Z o 00 floor and 24 inches 610 mm shall be. fixed or have °' 22 €� - � $+ o a: KITCHEN 103 8'-0" HT. WA I I openings through which a 4-inch-diameter (102 mm) w s. E? m m a I sphere cannot pass. a,T IL S m N IQQ;. 8'CEILING Q rn] o Z�a � Boa v in a CO Y Q , x, , 12"X12" 12"X12" Q g 0 a p w : , I I 5. R308.4.2 All windows within 2'-0" of doors and in $ Jm y a 4 I v) 1 ' COL. TYP. COL. TYP. I Shower or tub areas will be safety tempered glass. a � V v cp I BEOR� w y OA 6. Galling for exterior entries and covered porches to g www.FDSErvP.coM ❑ ❑ O r - I v I 0 ut A have 7/16". span rated OSB nailed per zone on D/W I o I , 8' CEILING W N roof diagram nailing schedule or 5/8" COX. m Z _ o I in IX T&G acceptable for substitution. in 18'-2" 1,_2 �, Q , 7. EC: R402.2.4 Access doors from conditioned spaces to ¢',moo ' RANGE HOOD unconditioned spaces (e.g., attics and crawl spaces) S _ ;Q1 / DINING ROOM N r2 , shall be we o the snipped and Insulated to a level ; a O O equivalent to the insulation on the surrounding w - �c REF. CATHEDRAL CEILING IH q `D% surfaces. Z -T--- - ,-------, -- N `� m PROVIDE PLATFORM in FOR AIR HANDLER - S 2868 *, S. Laundry Note: (Unless noted otherwise) Provide dryer Q1 '' VERIFY SIZE W/ I vent thru roof max. Igt. 35'-0", washer & dryer units �' 4F w �- H1 MANUF. 7 (washer unit to be always on left side when facing '� ,M 0 E _-...� units) hanson box @ 36" aff C2 BW2 W.H- I " VERIFY E 0 IL LOCATION 9. Ceilings for exterior entries and covered porches to be t� c ni 9 - In - • i W/ BUILDER 7/16" OSB On underside of roof trusses shall be o _ NOTE: BUILDER TO PROVIDE4 1 w �+Q , O •' attached to all framing members with 2x blocking f6 U m iv E APPLIANCE PROTECTION IF w a provided at perimeter. The OSB shall be attached w/ Sd ---- r, - $ REQUIRED BY MUNICIPALITY. 0 2.6" I BATH ,-�� nails at 6" O.C. field and 4" O.C. at edges or 7d screw c '_ SEE SHEET 4 FOR DETAILS ti w I 8' CLG shank 3" O.C. field and 4" edges. Vinyl ceiling to be 2 _ ^- ,;, 9._2.�� attaches to OSB per manufacturer speclficatlons U ,.�h„".,, h,. ____ ______________________O oo PULL DN. STAIRS o o - LOCATE IN FIELD 22 1/2" X 54" MIN a Qs `---- - �o" " y� , I. R/SH -- 3a' FOYER ��3 • - - - - - - -, a DAMS HOMES x Vi/) (K N< 10, CEILING W Q y BATH 3 °�O° Z�'m LO 8'CLG. 00 o ='F- TN w I I I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 19•-4" u'-1o" i° 6'-4' 3'-0° 4'-B' "' 2'-8" ; s'�" ; a 3000 GULFBREEZE PARKWAY 2 CAR GARAGE LIVING ROOM GULFBREEZE, FLORIDA 32563 0 8' CEILING 10' CEILING © R/S I - CO I� a G.T. L DIVISION LOCATION: 30 W/ (1) ao6s - - - - - - 2668 PORT ST. LUCI E 12" S.L. ATTIC ACCESS Job Information: C2 16" o,TOM. ?� y� V.LOCATE IN FIELD T dP. & ry 2" X 30" MIN .�� ` - - - - - G.T.- - - - - - - - 10'CLG, b a © CD04 0 h M1 m O " I DBL 25 SH LRAM TO - - - HOSE ' ; 6'-3" x 1-4" -4" @ 0�-0". v G.T. a ' J0 MS12 , TRANS. ASV. 4 L M BIBB SZ V 1roT.o.M. - -- ------ -- -- -- -- r` - O a BEDROOM #3 BEDROOM #2 ti f� r, C CFI Uj LL 8'CEILING IREVIEWEC; FrCdl-s $ I to N ro y 16 X 7 OVERHEAD DOOR M CODE COMPLIAN, m z U m 6'-4° ST. LUCIE COUNTY - O _3Lu � M o J m 0 U) GD L1 BOCC Model Name / Number: EGRESS EGRESS -lip ILL it S ti 3000 DBL 25 SH DBL 25 SH v 2,-0" 2'-0" 2'-0" 9'-B" 2'$„ 17'-0" (6) AREA CALCULATIONS PlanlssueDate: Wednesday, June 17, 2020 20'-0" 5'-4" 274" 1st FLOOR 3000 S.F. e KA PROJECT NUMBER: v TOTAL LIVING (AC) 3DC0 S.F. 20-4144 FLOOR PLAN 11B 11 GARAGE 448 S.F. Sheet: /� Of: COVERED ENTRY 35 S.F. c4i L SCALE: 1/4" =1'-0" COVERED PATIO m (W/STANDARD PATIO) FLOOR PLAN TOTAL AREA UNDER ROOF 3483 S.F. 4 a PLUMBING RISER RHG N.T.S. W .-a 4 r` I N" 4 ip I 4 r• C HOSE � BIBS 59'-4" 37'-0" 22,4„ 3'-0" 21'-0" 13'-0' 4'-8" 5'8" 4'-0" '4" 3'-10" 31-0" FMO1 3.1 ■ ■ ■ ■ ■ ■ ■ s ` 1, I I GIARDEN "'j II N I l W/C -------------- ---.-------------------- �d T o ; 14030 FIBERGL. 11 ' I SHOWER PATIO PAD 4" CONC. SLAB W/8"X8"THK'N I 7'_47.6„ a 7,-6" I — EDGE I I � I I 4'-0" 3,$„ 11$11 7'-C" 2,-0" 31$1, :2'-0„ 7'-0' 51-01, ; 9,$" 3,_5„ 9,4„ F301 FMOS FM10 I I I 3.1 3.1 LgVfr = -fr 11 ■ ■ STEP ■ ■ ■ DOWN 4" ■ ■ ■ ■ ' ____________________________ 1 1 1 ------------c _�_ _�_---------------' __ ______ _- _ __________- ■ ■ ■ __________ F2._5 ■ I i I 7.5 I 60 I ■ I ■ I I I I I I I tl w II rL --i J I I I I I I I ' MASON TO COORDINATE W/ BUILDER LOCATION OF ELEC. ; ■ ■ GROUNDING. SEE ELECTRICAL ; SHEET FOR DETAILS ; FMOiOP ; F2.5 ; ' � 0.�5� I V � O I I I ■ I I I ` � I I , I Q` � ■ Ili= 11 CONDUIT r CHASE ;DBL SINK � ri O/ I I 'W/ DISPOSAL ,9 ; 7'-0„ r FM11 F i O/� I I REF.M, , ------------- --- 1-------- L------- is 2,-7„ 2•-8" 7,-7" 3,-011 2'_8„ 2, 0" I �O , _ _ _ 2x6 WALL _ _ -I'-_ STEP DOWN 4" ' I W.H. I I `n _ T-y f o 0 1 F- HVAC g V 11 r — 41 LLB JJ I I ' 19'-4" I I i' III II VAN 11 L 11 W/C I ' IIIIIIIIIIIIIIIIIIC�ILCC�CC. ■ I a ------ WALLPROVIDE CHASE tU6/5 -- , _____ FOR HVAC UNIT ' r - _ f ' FM11 3.1 o o L rt ' =o i ' I ,' �� L__J N I ■ v ~O a LL I W I 0 I 1 '' c 1 ; I� = I VAN w W/C I I I m 1 I " ; ■ I - - - - - - I I ---------------- , I ■ I N I I STEP DOWN o 5 1/2° F4.0 F4.0 o FM02 3.1 ; FM01 ; OP 3.1 e I ---------------- I 1 ■ ■ I ■ I N ' 4 ' FMC9 F3 �2 FMO3 I 3.1 3.1 4 FM01 i� , 31 FM01 4 I I I I v•------------------ - ------ - 16'•0" 2 0' ■ 2'-4" ■ ■ ■ ■ 7'-0" 3'-8" 7'-0" 2'-4" 2'•0" 20'-0" 11'-8" 5'-4" 22'4" 59'•4" R CHOSE r BIBB FMO1 R 3.1 n A/C COMP PAD 4" CONC. SLAB - I FOUNDATION PLAN "B" SCALE: 1/4" = 1'-0' Ln 00 Lo i� 4 i� GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED, 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER414 FOR FIBERMIX, OVER 5 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 0 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN, 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 DETI-RMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OT- 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP, Ib F1.0 1'-0" X CONT. 2'-0" X 2' 0" 2 #5 E.W. BOT. 2000 F2,0 11.0. 1'-0.. 3 #5 E.W. BOT. 3 #5 E.W. BOT. 7200 11000 F2.5 2'6" X 2' 6" 3'-0" X T.Q. F3.0 1'-0" 1'0" 4#5 E.W. BOT. 4 05 E.W. 60T. 15000 21500 F3.5 3.6" X 3'.6" F4.0 4'-0" X 4' W 1'-0" 5 415 E.W. 901 28000 F4.5 4'6" X 4' 6" 1'4" 5 #5 E.W. BOT. 34500 F5.0 5•-0"XS'�0' 16" ' 6 #5 E.W. SOT. 42500 F6A 6'-0" X 6'-0" 1'-4" 7 #6 E.W. 60T. 61500 LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING REVIEWED FOR .ODE COMPLIANCE ST. LUCIE COUNTY Rocc ent rJTri �L0 v00 ' Of A.SF L O \O� g10 a t h '1 N 00 c c w` F uOT N m 44- 0 S i a � 7-5 o ;$ c8m� w d W w uj m���A 0 0 m E lif Z� =ci p a LL E ffi9@M 0 it p In 8 82. Z 6 0 bt ajo WWW.FDBENG.COM 000 U ro VVVfff Z N O Qo J a Y �1J Z � W F- � E u ° w p V) c m t/y w O co 5IDv = N N U Q mom 4m ® AAMQ FJf1OAEC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IV I Job Information: N y LL O I_ zN LO LO 0)W O M >4i z �2V(]� a 0 _l LtJ Z m o Model Name / Number: 3000 ♦ I Plan Issue Date: Wednesday, June 17, 2020 VT KA PROJECT NUMBER: 20-4144 Sheet: 3 Of: FOUNDATION PLAN (2) SIMPSON MSTC 28 EA. SIDE (TYP.) STAGGERED SEE PLAN V_FOR SPECS. (4) 2x6— SPF (TYP.) -HDLIS - SDS2.5- W/ 20 - SDS 1/4" x 21h" (TYP.) (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF. SEE PLAN 0 " 16' (2) #5 REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN ,LA� tom: 'h #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8" OPTIONAL CURB FOR 'r. F F VARIES MASONRY 0 ELEV. 0'-0" �- •— - — - - — W/ (1) - #5 BAR CONT. :..•: ° o ;I. 2 STORY: 20" X 20" REINF•. cN - W(3) - #5 C SEE PLONi. •;•° - 16" (2) # 5 REBAR BEARING U C 1/2" -1'-0' FM02 SECTION @ GARAGE 1/2" = 1'-0" a c FM03 I THICKENED EDGE 11/2"=1'-O' (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE LG�AR. ONT WALL RECESS AT GARAGE GARAGE DOOR. EXTEND 6"BEYOND F.O.M. EACH END, TYP. N. FLR. ALIGN DRIVE W/ BOTTOM OF 2x BRG. WALL (SEE FLOOR PLAN FOR MORE INFORMATION) - RECESS & PITCH DRIVE r'v ? 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP. W/ (3) - #5 CONT. 2 STORY: 20 X 20" JOINTS 10" O.C. TYP. 18 (2) #5 REBAR W 3 - #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2" = 1'-o" FM10 INTERIOR BRG WALL 2x BRG. WALL 2 STORY: 20" (SEE FLOOR PLAN W/ (3) - #5 CONT.. FOR MORE INFORMATION) REBAR (2) #5 REBAR =1'-0" 1 J 1/2" =1,-0"1 1 FM11 I STEP DOWN BRG. 1/2" =1'-0" o OPTIONAL CURB SLOPED GROUT SEE PLAN .5 OR MASONRY AT TO DRAIN 4"x 4"x 16" ¢ w - SEE PLAN v (1) # BAR WITH CURB TYP. SEC. 0 (1) #5 BAR CONT. �� 8" ,I• (G:C. VERIFY) oo _I I Z h 77•� P.F. REINF (SEE PLAN) 2 #5 CONT.? INSTALL LINING 2 #5 BENT BARS W/ a MATERIALS PER N y MIN. 25' LAP SPLICE MUDDED 16" R FLR. # SLOPED TO DRAIN #5 CONT. MIN. I SIMPSON LGT3 SDS 2.5 FM14 I SECTION @ RECESS SHOWER 1/2•=1w" FM18 TYP. STEP FTG. DETAIL 1/2" 1'-0" i W/ 12-SDS 1/4" x21h" W/ 2x BLOCKING AT 24" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. I IN LENGTH SEE END. FOR—#5 CONT REF SEE PLAN CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH ' MIN. BAR LAP OF 25" QUANTITY to s t NOTE: BLOCKING TO #5 x 25" x 25' TTI TRUSS WILL REQ. CORNER BAR ONE cCv (2) ROWS SDS 1/4" X3" FOR EA. HORIZ. N _� REBAR, TYP. U.N.O. AT 6" O.C. NAIL SPACING (2) #5 REBAR 18' i A/C CHASE 1 4" PVC SLEEVE 2 STORY: 20". X 10" THRU FOOTING W/(3) - #5 CONT. , T FM19 TYP. CORNER BAR DETAIL i-1/2"=r-0" FM23 TYP. FND PENETRATION 1/2'=r-0" 1 HEADER / COLUMN DETAIL 1/z" - STEMWALL SCHEDULE 1 HEADER / COLUMN DETAIL 1/z" - STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b l STORY b 2 STORY 0'-0"-2'-0" 8" 10. 16" 20" W/ (2) #5 BARS a674# 6t8" >2'-0"-3'-4" 10" 10" 20' 24" W/ (3) #5 BARS 674# 5'4" >3'-4" - 4'-0" 12" 12' 32". 32" W/ (4) #5 BARS 845# 4'-0" >4'-0"-5'-4" 16" 18" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV: 1162# 2'S" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MA)L F.C. " SPACING(D.C.) " W.W.M. TO BE TIED TO #5 AA CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL PONE BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0' << (1) #5 HORIZ. CONT. TIED TO EA VERTICAL REINF. B + ii RN GRADE 8" MIN. , TO TOP OF• STRIP FTG. COMPACTED CLEAN FlLL IN MAX 12' LIFTS STRIP FTG. W/ QTY OF "MIN. COVER REINF. PER SCHEDULE G (3 SHOWN) i FMASW I STEM WALL SCHEDULE i ORS Hs Ile ��SSrO14 r w ui uof of m s ¢" 2F CC o �� tS 0 0 @.5» W� w s m 0 Mil ZA a in s e@ o s u g cai°5 i= n W1M4.PoSENG:COM 000 Z � � z� 8 Q g i M. z y a t/'1 L9 4-J w E O- Sl w p V) c m V) n U c t� ¢ Aoa AEDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 89 REVIEWED F CODE COMPLIA i4 10, El Lo ST. LUCII^E���C/^•OU -• v W � �1./�,..F.+ r LL o N � M ai NOTES: z to CN A. 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALLA INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM20 SPACING STATED IN SCHEDULE 0 0 m U) U) DO LCL 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND w �/. I VERT. F.C. ABV. FIX WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND g VI Model Name / Number PER PLAN SPACING. #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO E NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0' INTO. SLAB/ STEMr-s #a 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 3000 CONSTRUCTION FOR MORE INFORMATION d 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK X Plan Issue Date: FILLING IS TAKING PLACE x C 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ®16" < Wednesday; June 17, 2020 h . O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" _ C TALL (TYPICAL ALL CORNERS) v KA PROJECT NUMBER: BAF STEMWALL IS WITH IN 6%0" OF POOL OR WATER FEATURE FOUNDATIONS y 20-4144 -SEE NOTE 5 7' ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. > " 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE Sheet: ^ . Of: PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. of{J 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL p m NTs 0 FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 3,000 x 3 = 9,000 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 400 GEN LIGHT'G & RECEPT. +APP. CIR. = 37,750 SUBTRACT 100 % OF FIRST 10,000 - 10,000 A= 27,750 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 @ 1000/m = 10,000 + 40% OF "A" = (.40 x 27,750)=11,100 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 41,100 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 172 4 in USE 2 RED HEADS TO ANCHOR WALL NN ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) TERNATIVE PROTECTION BARRIER N.T.S. FOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELECTRICAL NOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 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 DETECTORS 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. S. 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 10. 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 OFTHE 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 SO 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' IFTHFP OUTSIDE EDGE OFA 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 FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 61h EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND 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 n u Il—Q= TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT N ' g DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N� T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT 77 BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY INALAMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER ) I I MAIN 200AMP 200 = 2/0 COPPER OR 410 ALUMN. IN 2" CONDUIT DISCONNECT UNDERGROUND I I LJ SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYPELECTRICAL —171 #12 COPPER TO APPLIANCES AND GFI PANEL # W COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO ETFHER a) APPROVED GROUNDING ROD W/ MIN, 8' DEPTH b) BONDED TO CON71N000S 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. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 00 E �w`ag age W Q8 �N to aJt N # �k r =B�qF PO "R Em� a € QLL u vi fln a.e� g 2aya3 �s°:ga 3 z O pw 00 5 o IFLL g e N Boa o 6�m L7 oX 2 0w d WWW.rDSENG.COM ❑ ❑ ❑ W M ^ 13 Z n a Z M � J � V I/ Z � ga � Q l N v — Owa to c m � _ ego ra U m (4 E N Boa c ®U N7s ¢ a�i om 0 CA) UWY vJfQ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: 0 z LLJ z e-I U) 0 V (D N 10 N - G U I-�Um CJ o N O J W D m° 00 -iMW i 1 ♦ I Model Name / Number: 3000 ♦ I Plan Issue Date: Wednesday, June 17, 2020 VI KA PROJECT NUMBER: 20-4144 Sheet: w Of: ELECTRICAL PLAN IEARING 0 ENTRY TOP OF BLOCK '-0" RETURNS ON DECORATIVE SMOOTH RAISED 8" BANDS TOP OF BLOCK 6 6 T.O.W__ 4 23 SH QD 3'-4" X 4'-0" TEMP. FIXED LITE TEXTURED DECORATIVE GLS. WINDOW CEMENTITIOUS COATING — RN. FLR. _ — CNTR. ON TUB 4 'OFF RIDGE VENT i 48" OFF RIDGE VENT 48" Off RIDGE VENt 46' OFF RIDGE VEM LITE TEXTURED DECORATIVE CEMENTITIOUS COATING DBL 25 SH RIGHT ELEVATION "A" SCALE: 3/16" =1'-O" HE DBL 25 SH 2868 2868 REAR ELEVATION SCALE: 3/16" =1%0" BEARING @ ENTRY 12 6 48- OFF RIDGE VFW 48' OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally for intake and exhaust Soffit product provides 4.22 net sq in / sf Ridge vent provides OH ridge vent provides 18.00 net sq in / If 138.00 net sq in / sf Overhang distance 1.33 It S.F. of Area to be vented (SF) 3478 s.f. Total needed for exhaust for upper 1/3 835 net sq Inches Total needed for intake (soffit area, lower) 835 net sq inches Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be used In combo with ORV) 46 Lineal Feet of Soffit needed to meet required 152 Uneal S.F. provided by plan 269 ri w 3 II .• '" w J 9 7g6A t s 'r • NO o Cr ; E yf 1.t2» �y L O S'r10 ° 21 2 '.. BEARING ® ENTRY E TOP OF BLO K -------------------------- --- — - — LO—M. 4 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING DBL 23 SH °P m Op FIN. FLRLt 12 �0000❑� on ■■■ 0lolls DBL 25 SH OVERHEAD DOOR 1'4" TRANS. ••e• STYLE MAY VARY REFER TO SPECIFICATIONS w a ggC13 m M p�p 00 L EVip Oar ag Z 2�8nmIs ��� ED RN a OC 2'-0' RETURNS 0 m g s� www:FCsauoCor4 DECORATIVE $ ur SMOOTH RAISED LD 8" BANDS u Z N p N V/� ryr $ LEFT ELEVATION "A"' � Z 0 � SCALE: 3/16"==1'-O" a o c /FI1�. Z o W /1 CID \ m (13 C) E U — a v Qw c m o Ln m OD �. - 63 °D 8 6 DAMS HOME O To FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: r PORT ST. LUCIE Information: IJab REVIEWED FOR 2 CODE COMPLIANCE ST. LUCIE'�COUNTY oCC t- OCC m 9 O DH � rn I LLB v LL L_ m 0. J Q LU M 00 IE 0.J m to ch ol Model Name /Number. 3000 wl DBL.25 SH DBL 25 SH Plan Issue Date. a Wednesday, June 17, 2020 w 1TE TEXTUREA 6ECORATIVE � KA PROJECT NUMBER: CEMENTITIOU$ COATING 20-4144 T FRONT ELEVATION"All-~Sneer: 5 Df: SCALE: 1/4"=1'-O" ELEVATIONS A SEE DE. G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F 7/16"OSB SEE"HIP/R BLOCKING" "* ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32"-) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS 20'-0" MAX 20%0" MAX '.T803 EQ. 7 LIJ 4 CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL T804— 9 (VIDE DETAILTB01 a 0 COMPLY OMENDATIONS o a ATING OF 9 DGE DETAIL — _ 9 Z J d 4 O a a' O a R a 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 CU T SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED C Q 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FT. O L------------------------------------------------ ---. 1 I .' 4 Fr. 1 O x 3 1 O'' 1 x 1 ' ------------------------------------------------- 5 F �. 4 Fr. 0 5 Ft. 4 Fr. O2 O x , x ------------------------------------- ----------- �x , 4 FT. i-----`--- -- ------ O O ------ ,.-r-- 4 Fr. O O 4 FT. O3 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS @4"O.C.W/8dCOMMON MAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @4"O.C.W/SdCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) CQ 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: Bd RING SHANK NAILS @ B" 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 GO (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: 8d NAILS PoR WALL SHEATHING MUST.BE MIN .131" X2"ISHEATHING MAY BE IN ALLED VER71 ALLY OR HORIZONTALLY, ATTA H INSTALLED CC DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 160A x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSEl (2)- 2x TOP PLATE 15/32" OSB EXPOSUREI EXPOSUREI BEYOND SHEATHING SHEATHING 11 II u I II II II II II II PROVIDE I 11 BLOCKING AS II II REQUIRED PER SECTION XX IF II NOT FULL II Il HEIGHTSHEET 11 II u u II II II It © LOOR SYSTE W :SHEATHING 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 112" II II 11 'll 1 II 'II SOLID2x BLOCKING @ ALL �LqSHEATHING N ylill EDGES(SEE o SECTION X-X)yIII III III OPENING II I) — — — — IH II I I III 111 III III RI III II 11 II II II II I II II II I II if II 1 II If II i I 2x STUDS ww = BEYOND. rn SEE PLAN o 02 n — —,� I I I II I I I II I II II I III I I I II I II I II II II I w 1 HORIZONTAL WA ELEVATION DIAGRAM "S" = NAIL SPACING �— 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2X4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS ALTERNATING STAGGERED 3" O.C. BLOCKING SFCTION 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. n,,� I , a P,,.. '. ; .0 NNaa""1R'SK5'1ED LT"'. 11:�N1;k11(0 .9�AJiDMES-:3000 Elev. B '. TRUSS! ' # �INB POINT TMiS9A4ruAL": '' ` "" ' .' �©NN�CTOR 14 .` CONNECTOR UPLIFT '' FASi'iBNF„R*� � NOTES ;,;; H 6 YE$'fi U55tv1FG'` , „.._".. ]O.'A1 ! ,S .._ , ", ..0 ...,.'.; ..,181 # , ...,, .' ., " j9 1bFlx 3 .,' AiGR,A'2 A4,G1,T2,G38�'�' r .=�'L/R .9Y4#`x+rlQ9s d ,. .fiEfA3.61HEfA15 ":.:'. .,.i"$;Aft 111S4f1.`; J,1d:`x b i12Y ' B1GR B2 B3 D2 - D7 CIA, CIP, C3A, C5A, E7P, H7P, K1B-K58 -;{/R .. ' i i24 #,oT less , H10A'/PERiTRUSSMK r. ; " ;.: j1$)IOtlx1-1/2 ``- .r . K6T,K7.7 ,'?1040# / 3fiR ! /. 41 "(2)R20'/'(2)Hi5(3{pER;TRUS$`'{48L10d : " 'MRG 2 2tJ1i720#, !, x 1-1/2 .. ; 2 .. .. '- ` 48 Tod x 1-1 2' )JGR L f R .. 1329 # or IMss (2) H[�TA16 J (2) H7520 ' : ' 203Tr#/ 2f"20ik . , . (18)10dx1-1/2„ 48 Od x 1-1/2' K8GRT �; 1/2 /2'WA _. SDS SCREWS ,('>))OTi2Z .`2146iY,,, DiGR [C21 SUPPORTCOLUMN�,.,'. '�d2)16d 51NKER6 ` ASGR: 4300#/252(lYi yJ:4)'11"x2*1,[N` TITENS 48 10d X 1 A7, A8, GAB, G58 , LiM {Q 1504#dr Ie58 HErA16/ HETAI6I H10A "181{}#(11810# / SO401`#. (9) 10d1x iFl(21` . ,1 (18) 10d x ., .. ., (9) 30dx11J2 ` G6B i%MIR'. 175Z#t less ` :HEFAY6ffiET 6IHT52O",. 1$3b 11'BiGriJS S1£' `(9 10d:x1 �2" . 121 DS CREWS " S'I:" C'rq, IM✓ R 4195#t>P IeS's. ", JI EI'A / GTJR7OA,,. J81{bkL 4O#/liSOk (9)10d x 1-1(Y" 1i , ( )1IA X3'.; �1Gd f R EMBEDMENT 1 AT w 12 / ' "SET" EPDXY evoxv @ lid) X i�r j2;" MGT l =Y ',b*BtIG PERTR SSMFG. 'PER TRUSSMFRG TRUSS MANiiFA Tom(: J� aFSf.'P, Bl/fIb ' ' Y ATEfl "LAYOUT' OA OFTRUS , tiT5NE1 T5; 1/20/2020 LId LEFT R, 1'tl�•TT&JN9�ggIpOLfi6EA81',NG�S / (tEFERENCfi „ ANU , itEA` , pT0 T . 5t M ,FAC1![J SrRU55 ORAVJINGS. ` au cONN��a�s �Rfi';;iMPso�r eat5oucrs U ROOF PLAN "A" TYP. U.N.O. SCALE: 3/16" " V-O' :OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTORSCHEDULE USP- CONNECTOR SCHEDULE Aw TYPE CONNECTOR S FASTENERS SPR SVP CONNECTOR &FASTENERS AI6w(l(10)10dx AFO HIAIBW(10110tlx 112'OR SPF III OFRAMETO IETAl6VO)lWz111TOR MASONRY HETA20W 9)IDtlx1 VT 1810 585 HT1Aw(10)Bd NAILS. INS 515 1610 665 BO FFRAMS M2SAW(1018tl WdL8 538 ©FRAME TO Hiaw116)iLuxi trz' 1014 1040 HT16Aw/(1])lodx112• N8 1040 FRAME H10A2W IB)IOdxt V2'AT2PLV TRUSSES 1OM0 T16-2W/8 Od x112' AT2PLY TRUSSES 935 1080 OD FRAME70 MT312.91411W.11W(ATEXTERIOR MTW12W(14110dx1112'(2A ExTEMOR FRAME LOCKtION INCLUDE (3) 12d TOENAILS 9B0 LOCATION INCLUDE )tOJTOEMN 1005 1195 OFRAME E TO MOT Wf21)10d NN19 ANO M8'ATA.WIZ' 9�P MWT18 w128110tl NAL9ANON8' A.T.RW MASONRY BABEWENTW 6IMPSON'BET'EPDXY 9W5 12 EMBEDMENTWSIMP60N-SET EPO)(Y 3330 ~W OFPAME TO Hi620 W1M110tlx112"(AT EXTEMOR HiWN W(24)/0dx112'(ATEXTERDR FRPME LOGTNMJ NCLWE(8)12d TOENAL9 1518 1310 LWAi%NINCLUDE (0)t]d TOENA&S 12N 1630 FRAME TO Oo HI920W(46)IM. 1 L2'IATEXTERIOR RI IRWMIwx46110dxl IW(ATEJOERIOR FRAME LOCATION NCLUOE(8)12tl TOLTINLB LOCATION INCLUDE(6)l 2d TOB4UL8(EA) 2570 3080 FRAME TO HGT-2W(1SIl0d NAILSAND((2I A.T.R. MIGT]wF10)ldNAILSAND(2) A.T.R. O MASONRY w/12"EMSEOMENTWSIMP30N-SET' low) wl i2'EMMEJIMENTw&MP90N"BET" 7020 9790 EPCDY(HGT4FOR3 Y) EYOXY(HJGT3FCR9fLY) OFRAME TO FCTRw(10)1/4-xW3D6WOWSCREW9 3N)0 d7M �USW(12)WSJ WOOD SCREWS MID MA90NRY AND (1)1/2'x5'TITEN ND ANCHOR BOLI9 (4)9/4'xe'WEDGE460LT 71N (1)LGT2 W(15)16dVNKEM ©FRAME 1 TO 8p11M•x2-iN"TIIEN2 1750 M30 MASONRY (SEE NOTE "OEL0 FRAME TO (2) LOT2 wl(82116d SINIMM A(14) J500'M R)LUOT2W(3]11&ISNI03i5&IID) Q MASONRY IN'. 21N' TIIEN(2 PLY TRUSS) BYAOF 400PM 8770-F 1AFx3"WEOGEBOLT(2 PLYTRU66) 310OM 31004 FRAME CFIP8)lMMNKERSFORFRAME(RA) IX4(62J 16d SINKHL9 FOR FAAME(EA) 3500E 4d204 FRAMETO (2)LOT3W(2411N'a1'9099CREVJ6 4T18H,WNM 5670A1 121LUGT3WCRj1N'x21ZWw5 OdSWu T06DN O MASONRY/ FR4MF &0)35'xTTITEN(2R-YTRUW OH lRQ111419NKPR9 F(1X FRYAF TLI 66IBF 6666E SCREW58(4)Wx7WB(2PLY TRUSS) 6466E 771G4 ©BEAM70 MASONNRY/ HU4e UPTHl1C45w(6110d NAILS& (12)1/4-x2XVTYlEN(TOMA9.) 081640 GN3000 HD48OPTH~6)I0d NNI.9& GN626 GV201 FRAME OR(12)16d&(MI0d(FORFRAME) U8980 SY U81135 9YPJ.1 R2)V4"x23/4'TAPCONSiTOMABJ OR(12)1dd3(tl11WTMFRAME) W1030 SYRF U8850 SYP4r M FRAME TO (2) HETAI6OPT (27 NETA20 1-RYw 1920 1820 (2) HTA16OPT(2) HTA20 1-PLYwLY01dxi 10 ORo 1870 MKONPV yw(1 )1L1 tPLY W 1f2)16d 2385 2JN 2iLY W 11018d 2430 W M10 W (8)10d 9)1NYE i/4" 95N 1110 HTWM18 W Nl lW� �i (1)1/Cx1 N4' 11A6 II PMILS PCD AND OFRAMEro N MASONRY OR HTSM20W(10)10d NAILSAND(4)1/4Wll4• 9N 1110 OR HTWNYOwl11y100 NAILS MID HI tM'kt 3M' TAPCONS WEDGE -BOLT 1145 1225 OFRAME P HIS W(8) M x112' NAILS AND (2) 780 MASONRY TITAN HD 910 FRI DTT22w(&)lM-xIl 'SDSWWD DT&TZW(S)tp"xi VIFMRWWD 911811)12'9AT.REPDXIEDW O MA9�4At, SCREWSANU(1)IlrOAT.R. EPOMEDW/ 1N5 2146 6CRE 1510 ItKK 91MP90N "BET'(9EE NOTE IMI SIMPSON'SET(SEEN0TEM1 FRAMETO HFTBW(")15d,Q12•NMU5IAND(1)818"S HTT46V(n)lWx'211TNALSAND(1) 0 MASONRY AT.R.EPDXIED*SIMPSO4%ET' q9]5 5060 IMPO&T.R�OXIEDw61MPSON"6ET 60N ISEE NOTEMI BELOW) (SEE NDTE N 0F1AV7I FRI NRT4W(18)16d#ln- MLBAND(1)WS HTi45W (18)i6tl❑112'NALSAN0111 © MASONRY AT.R. EPDXIED WI8IMPSON SET' 9890 4285 WIFOA.T.R.EPOMEDw61MP60N'6EC - 410 9EE NOIEA ULOW 1 I IEEE NOTEK SELDL"B OFRAME TO FRAME H108W124)10tlx11IY NAILS 785 B10 LUQTI w(23)6tlx1112 NA116 S75 1045 OFRAMEro FMBNTW H)iN'N 1/9'9DS WOOD RTiBMWIB1lOdx112'NNL9& MABOIRY 6CREW68 11Nh2114'TAPDDN6 ]SO 7N 1411N'x 13N'TAPCON6 1395 1385 VGTWII6)1//hd'SOSVYOOD3CREW68 OFliAMETO V ���, Iti We"e AT.R. EP010EDw SIMP90N •9EP NN 4810. W 12"MIN ENBEDMEM (])VGT W 13]) iN5dY' S09 WOOD SCREWS O MASONRY ��. &(2) SIB'S ARIL M', 61T1 >185 EMWDM1MP80N BEi' W 12' MIN. EMBEDMENT O FRAME TO WTw Re)1/4'YY'SOSNO0 3CfiEW3& HDU,_S062.Sw1(1011M"x212"606 WDW 3264 4N5 MUGT15w/(Ml0d NML8&HTTA5WFM) FRAME SCREW9&11)Bp"MA.T.R tad NM19&10 E18"SAT.R _ 41N O FRAME TO C-0MRE W(NII&YY21If'NML9d 43]6 (2) HTTI6w152116d5O 12'WML3 5080 FRAME (I)Y8"0 AT.0. (SEE NCIE84) &(I)MSB AT.R IEEE NOlE84) - 5W5 PPNEWI CONNPIT(1G... 1. CONNECT ALL FLCORITU68ES TO INTERIM FEARING WOW WaJj EEM16W f21 IM TOENAILS, 2. MLTRLISS TO MUM CCNNECTIONSAR£RRWIDED SYTRUSS MAKAJFACTUREA, U.N.O ON PLAN, 3. G.C. MAY USE EnER SIMPSON OR USPOMIlLCTKK46, SEE MAMIN% PLAN FOR CONNECTOR CALLOUT 4. FOR SINGLE PLY7RUBBE6, SCAB ON PULL HEOWSYPM Sxa•TOSdUeB VERTICAL WEB 4(2) ROWSOF 10d NAILS VO.C. 5. 1]• MIN, A.T.R. EMBEDMENTW CMU BOND SEAM U.N.O. STAGGERED. 6. SCAS TRUSS CHORD W44Y 2x SYPn(MATCH CHORD LUMBER SMI V,I(2) ROM 1W9 T FROM END &FD.C. STAGGERED CENTER AT CONNECTOR LOCATION AS MUCHMPOSS16LE, O MIMMALCONNECTORUNOONFRAMINGFLAN 1. CONNECTION FOR ALL RCOF/FLCORTRUS� TO MASONRY WALL&LINT&V IC, W L,_6 UNO ON PLAN 2. CONNECTION ATU-0R62'O.C. PENDING VERTIGll8 FO0.AILFWORlRUSBES PARALLEL TO MASONRY WALLS SEE DETAIL FB12A33.1 FOR MORE INFORMATION 6 CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRY WALLNCF WAL MUNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM SCARD TO TOP OF MASONRYAT BT O.0 MAx W(2) AT EACH CORM:R.00. TO VERIFY LOCATION DOES NOT CONFLICT W TJI OF APFLOABLE) LAYOUT 6. CONNECT ALL FLOOR TRUSSES TO INTERIOR MEANING WOOD WAI DREAMS .1012d TONAILS © MINMALCONNECTORUNOONFRAMINGPLAN 1. CONNEC'DONFORJACKTRU68TOWOODWALLORSEAM © MIMMAL CONNECTOR UNOON FRAMING PLAN 1, CONNECTION FOR ALLTRUSSESTOIMERIOFeEXTEPACR BEARING WOW wAWANDOR BEAMS 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" OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD S. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - NOTE TO FRAMER --- IF ROOFTRUSStAYOUT 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 FLOOR FRAMING NOTES FLOOR SHEATHING PLYWOOD FLOORING TO BE MIN. 3/4" T&G PLYWOOD GLUE & NAILED WITH 10d NAILS AT 6" O.C. ALL EDGES & 12" O.C. INTERMEDIATE U.N.O. GENERAL FLOOR FINISHES ARE ACCEPTABLE IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQUIRED CONTACT E.O.R. ALONG WITH TRUSS COMPANY TO VERIFY FLOOR TRUSS DESIGN. FLOOR SYSTEM PRE-ENGINEERED WOOD FLOOR TRUSS / JOIST SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS (SEE COVER SHEET) AND GOVERNING CODES.. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS AND TEMPORARY AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. N=S 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. DRAFT STOP - CONTRACTOR SHALL DIVIDE CONCEALED FLOOR SPACE EQUALLY SO THAT THE SPACE DOES NOT EXCEED 1000 S.F. REF CODE: R302.12 4. DRAFT STOP MATERIALS - CONTRACTOR SHALL INSTALL 7/1611 OSB PLYWOOD AS THE DRAFT STOP, LOCATED BETWEEN THE CONGEALED FLOOR SPACES: REF CODE: R302.12.1 5. SEE ROOF FRAMING NOTES FOR ADDITIONAL NOTES. 6. FLOOR SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE DRAFT STOPPING IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/ CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (95.9 m2). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREA, WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING. BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/ CEILING ASSEMBLIES UNDER THE. FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING 2. FLOOR FRAMING IS CONSTRUCTED OF TRUWTYPE OPEN -WEB OR PERFORATED MEMBERS t,EVIEWED FOR ODE COMPLIANCE ► 11CIE COUNTY v 3 a P x0! 0 D I 5 c �I ,eOcclle Jt� `` G 3 'I 'k • OF °a ` L ti w�•• 'rtP P' G � t • rA+aer'a2nlets�1 L o s 8 Itl to Dp 00 9 E Q R' D�mmg S aim mS UU T, yy,iiD DUJ 1 ggg {gm TT wa dDa Z cy'dYyyi Z Z Q T,M LL �m�g m co O saa zc;p e r� FowL 0 6 �pT �€ vnJw.wsrc.caM ❑ ❑ ❑ U1 m 71 M a z g za 0 �m 11 Y QaQ (J (9 8 �In E 1J _o _ Wowo V) s m V`,1n m W Oclo fi c Q mom FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: is aft a }. o O O N � $ z T1 Ul c a c0�I)• O ZJ M LU N o 3 m > z N y U (0 N .. C m 1—�Um a Q J W m o ° JmUIUi 00 LL 0 g Model Name / Number: 3000 Plan Issue Date: < 9 Wednesday, June 17, 2020 KA PROJECT NUMBER: Y 20-4144 Sheet: Of: ei N tor ROOF PLAN A LINTEL BEAM: - 1 COURSE LINTEL BLOCK W/ 14 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE 95 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN, LAP 25" (ACI 530) FOR MORE INFO TOPOF SLAB h ' €; �, 1 IIIiL �" SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL • SEE LINTEL SHEET FOR SIZE OF LINTEL) PRECAST LINTEL- REG, OR RECESS TRANSOM OPENING •FRAME INFILL , h AROUND WINDOW _ • BY BUILDER SEE WFOI FOR MORE INFO (2) 2X8 WOOD HEADER TURNED SIDE WAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. USING (6) 3/16" DIA. X 13/4" TAPCONS INTO MASONRY & (4) IDJ X 11/2" NAILS INTO HEADER, THEN APPLY THE 2ND PLY TO THE 1ST PLY W/1Od STAGGERED @ 6" O.C. - F.C. EACH SIDE SEE PLAN - OPENING - MS02 TYPICAL SHEAR WALL SECTION N.T.S. MS07 I LINTELS AT ENTRY DOOR W/ TRANSOM F71 TIE BEAM W/3000 P.S.I. W/1 95 REBAR CONT. _$IMPSON SP4 W/(6) - SOd X 11/2 SP6 OR BPS FOR 2X6 AND 2x8 WALLS PLATE if STANDARD HOOKS SEE MIS05 FOR MORE INFO :JW/I . FILLED CELL W/3000 .I. CONIC. #5 REBAR VERT. BEARING WALL SHEARWALL FRAME WALL C.M.U. 2"x #2 SYP/SPF P.T. W/ (3)1/2" X e" "J" BOLTS OR (3) 1/2" X G" 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 I.'A2V`r� t",,, -NO' , ..,.� -- I N.T.S. I •IAClVLI1lV LIIILI ILI CI'.TIIxN r1CTAll #5 REINF. 20' MIN. LAP BAR A #3 OR #4 REINFORCING BAR 8• # & #3y 4 APB 25" MIN. IAP #5 STD. 90 HOOK #5 REINFORCING BAR a #5I AP SPI I(:F SCALE'1"=1'-0" #6#6 REINFORCING • GRADE 40 U.N.O. #6 LAP MSOS I REBAR SPLICE DETAIL - GRADE 40 1 N.TS. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING At ROWS 2 x 4 1/4" X 21W 12, O.C. 1 2 x 6 1/4" X 2W' 12" C.C. 2 2 X 8 1/4" X 23A" 12" G.C. 2 NOTE. TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, PRECAST :LINTEL w w (2)2XP.i. < BUCKS W/ 1/2" O.S.D. BETWEEN FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED. USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS111 2X BUCK DETAIL I N.T.S. I 0 Al01111» LINTEL NO. LENGTH -FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM lO 17' 4" 950 PLF 172 PLF 404 PLF 78 PLF 8F16 -1B/1T 16" MINIMUM 4'-6" 6113 PLF 100 PLF 2724 PLF 50 PLF 8F16 -1B/1T 4'-611 6113 PLF 200 PLF 2724 PLF 78 PLF 8F16 -1B/1T ® 5'-10" 4242 PLF 800 PLF 1900 PLF 181 PLF 8F14 -1B/1T 7'-6" 2661 PLF 200 PLF 1634 PLF 78 PLF 8F16 -1B/1T ® 4'-411 5206 PLF 938 PLF 2635 PLF 230 PLF 8F14 -1B/1T 13'-411 1075 PLF 185 PLF 606 PLF 143 PLF 8F16 -113/1T ® 7'-611 2661 PLF 938 PLF 1634 PLF 230 PLF 8F16 -1B/1T 12'-0" 1254 PLF 172 PLF 928 PLF 78 PLF 8F16 -1B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) O O O •^. REBAR AT TOP "a. rP RE@b CLEAR cx,u. N GROUT j • b• '9 R®AR AT 50 IrCIM O OF LINTEL CAY 1Y tlOtT(Rt RTLIN-L I 1d/a"dCTJ4L PROVIDCDIN ih LI A aEe) 9" NOxNdL N'Jn+ TYP£ 0£61GN14TION IF h = PI_Tj 0ITV GRM , u = NPILLeo jjj��� O.:AN-Irr W .e ReaAR At B 7TOT' 6 LINTEL CAvltt SFI6-18/it NanINAL wnel+ rw4NTnY av s Not11NAL 4121 +' REBAR AT TOP MATERIALS 1. Pc precast IlntalS - 3500 psi. 2, fc prestressed :hotels = 6D00 psi. 3. fc grout= 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 pall. 5. Reber Provided in precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A015 GR40 or GR80. Prestressing stain per ASTM A416 grade 270 low relaxation. 7. 7/32 wire Per ASTM A510. 8, Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel mat comply with the architectural and/or structural drawings, 4. lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom Reid added rebar to be located at the bottom of the Ilntol cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. 8. Cast -Laplace concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 1O,Untal 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 hemel and is approved Without engineering letter. If a smaller lintel Is Installed contact FOR fee approval SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: We loads for unfilled lmels must be reduced by 20%if bearing length Is less than 64/2'. Safe loads Tor all recessed lintels based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity, can be obtained by the designer by providing addlonal reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate Concentrated loads from the sate load tables by calculating the maximum resisting moment and shear at &away from the face of support 8. For composite lintel heights not Shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear fact. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROGC PRECAST "U" LINTEL W/ 30DOPSI CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT NE 0 is 41 10" STD. 90 HOOK =ill 41 noDK 21 U • �. A5 S REBAR ON BOTH SIDES STD. 90 DEGREE m OF OPENING U.N.O. ANGLE 3000 P.S.I. CONIC. W/1 #5 DIA. TVP. BOND BEAM REBAR x PROVIDE KNOCK -OUT LINTEL BLOCK BLOCK FOR FIRST FILL W/3000 P.S.I. ' COMPLETE CMU COURSE CONC. All #5 DIA. BELOW SILL& FILL SOLID REBAR W/ (1) #5 BAR FOR ALL " WINDOW OPENII Ill .• AND LARGE INDICATES FILLED 8" x 8" x 16..CELL FROM FIG. TO CMU U.N.O. OEAM WITH 1 #5 BAR MIN. SEE FOUNDATION PLAN FOR MSO11 BLOCK WALL REINFORCEMENT TYP. DOWEL 25' MIN. LAP (ACI 530) oi` OTtT t „'I'J s �•e�Q�6•EtJ6. ,• ass <` G2 v � � • Na * OF E • +,G9� F L 0 R O. -•"i f it a$ 8 a W D go v go 1 gg.c �Ii (i�el IJi li [i .i 0 mm �g a ¢v. W ad ' 13 'iSe�6}44� oa�ymy� ya dDJj ?=e'4a Z 5 a z' ' <sm9LL a 0 0 �p rA AS U O r 'a a WWWWW.FDSENG.COM ❑ ❑ ❑ W C4 0 Z N pO Z M O �L Z Q 0 O_ V/ Ug- Y U) Z H--1a co W 1 \fI' v - W teas. 0 w Ln er On Lie) Z) 0 to 0 mm 0 OP N v o� �p C 10 0 Y M Q 0) UOp Q.W i A 71A Ill L O%RAIVI= FLORIDA CONTRACTORS UCENSENO.CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE I IVI Job Information: -j O z cm V a�a M W ` N (O N c CC)z a L�/L/�J� ��/� 0 LL /_3 O W VJ VJ Tr Model Name / Number: 3000 Plan Issue Date: Wednesday, June 17, 2020 VI KA PROJECT NUMBER: 20-4144 Sheet: SA Of: � LINTEL PLAN L �J 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) i/2"x5" NIL. EACH END SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT ter'•°'. x W/ WASHER. MIN. 6 PER m O TRACK TO JAMB. , a; • ° (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL N VERTICAL MIN. 5 PER JAMB. b SECTIONAL „ ® OVERHEAD N DOORCONTI WOOD P.T. #2 " 5 - td SYP 2"X6" :, :!.s TRIM `p1111iliiii0 t lit •: .,1L. 2"x6" P.T. WOOD JAMB V ,, ' G A g6 04 L, p , II. • w E ti P10 DOOR AND CONNECTION PER E N O GARAGE DOOR MANUFACTURER GARAGE SLAB 2 aT E TYP, GARAGE DOOR TRACK MOUNTING DETAIL o L pVk�c i�i %,SsIo P. no it iiil 10;' N o c DETAIL CD22 / 8-2 MAY BE SUBSITUTED FOR THIS gNOTE: � DETAIL • UNLESS NOTED OTHERWISE .� 0 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.r.s. Ii ENTRY CMU COLUMN/BEAM N.T.S. a s EE N �V ague # 2k U O •-, J J J '-h O, LL LL LL 2 NS W BLOWN -IN R-30 INSULATION PER RIC v _€ Q �'^LL 9 a W w a AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES m J s@ Z a a a¢ F- g$ SI �m mQ O BLOWN -IN R-30INSULATION PER FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR y Y O Yl �gmII a co - z a 3„ IV m mm Z LL 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) o T aj I, N a �. 4 a PROVIDE BAFFLES AT EAVES SEE PLAN OVER APPROVED UNDERLAYMENT Z o (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA o �� ra J £ s W FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING TRUSSES @ 29" D.C.CSEE 3 S = & ° w�wvl-0SENG.CAM TILE ROOF (PER ELEVATION) ( STRUCTURAL NOTES +� 5 OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) :+ Ut M o z r RATED STRUCTURAL SHEATHING ---�--� TRUSS ANCHOR (SEE PLAN) " z co PRE-ENG. WOOD (SEE STRUCTURAL NOTES' TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF _ _ _ SEE PLAN FORS BRG. HT. w n , Z M (\W,' i ' " • /] 9 NAILING SCHEDULE TRUSS ANCHOR (SEE PLAN) 1 2" / DRYWALL FELT PAPER OR •' a TO BE INSTALLED ON OUTSIDE . ETAL DRIP EDGE TRUSS PLATE w Y z a FACE :° r., -::,. A- 3/4" P.T. NAILER . • 2x SUSFASaA SOFFIT. (TYP.) FRAME FOR BUILT-UP (T ) CORNERS min (3) 2x4 OR o 8 ^ `to L7 ' SEE ARCH. 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA W H tMETAL DRIP EDGE CURTAIN NAILER r'I 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. 1So o U— a 1/2" DRYWALL CONNECT ALL 2x STUD 2X SUBFASCIA a 1 x 4 P.T. @ WINDOWS �, LINTEL BLOCK 1 x 8 P.T. @ S.G.D. n O.H. W/ (1) #5 DIA, REBAR & „ KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 AND LATH WITH FINISH O.C. E m O o = m_ urn TO TOP PLATE WITH (4) 16d TOENATLS SOFFIT. SEE ARCH. H SEE ELEV. 3000 PSI CONCRETE "U" (TYP.) ALL SIDES / ��, \ \ (TYP.) FRAME FOR COR- / o t� O a E PLANS PRECAST LINTEL " " /l Oo NERS FOR NON LOAD 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE N y, ao / Jo °a o °a oz BEARING SIDES NAILED '® U $ ID v < w/ 16d NAILS @ 8 O.C. N ev a"� \\ Q j o o f / Q m n�o QIm OPTION 15/32" OSS EXPOSURE 1 ON 1/2" X 8" J-BOLTS \\ ;V / MAXIMUM OF (3) - 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. y / (T1'P.)4 COURSE HIGH A,F.F. 3 Q' DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. r SIDE w/2" WASHERS CMU BASE FILLED W/ CONIC t° PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" n (TYP.) W/ (4) VERTICAL RENF w/ NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL i ON FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS. REBARCONC. 30DOOC HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC133Oi46 L TI " CONC. ALL LOCATIONS M PLAN Al-A1 OF COLUMN 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN & FLOOR PLANS u n DIVISION LOCATION: LOCATION OF OPENINGS IN N " v € EXTERIOR WOOD WAILS. IF NO ., SIMPSON LSTA30 SEE FLOOR PLAN OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. z PORT ST. LUCI E STUDS ARE REQUIRED). & TO FRAME BELOW v VI Job Information: NOTE; 44" MAX. SILL HGT. ON v ALL BEDROOM WINDOWS. r VINYL FRAMED WINDOW WINDOW STOOL n W/SCREEN a CEMENTTTIOl15 DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS n PRECAST CONC SILL " ' C-926-98A PAPER BACKED FOIL R•4.1 u 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL N 1/2' DRYWALL MORE INFORMATION). SEE TB13 / PER FBC AND ENERGY FORM y EXTERIOR FINISH - SUBMITTED WITH PERMIT r , 16 rl ON SHEET 6 (SEE ELEVATIONS) APPLICATION o FOR NAILING INFORMATION FOR a G R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC7" P.T.PT2x #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. IN CONCRETE - 25" m F W N 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 BUILT-UP CORNER MIN 2x4 E > N `0 d HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN qq , pg (3) w/10-10d TO COLUMN a 3 2 WOOD BASE MIN. 6' FROM END -SEE WS07 , , OR 4x4 POST W/ 2X4 UNDER POST m z cj N V SEE FOUNDATION PLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR 1 OF BEAM m ` a � 3�. FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP OF SLAB I NOTE: „ 2 XC4 P.T. TDPLA o O o . .:— I — _ _ , T-', — " BOTTOM STRAPS MUST BE s N �/W v / ' = f ~ ELI � INSTALLE DON INSIDE OF REVIEWED FOR V1 Model Name/ Number: GRADE •' GRADE COLUMN. DO NOT BEN ( STRAPS UNDER PLATE. v o 0 °."4° CODE COMPLIANCE CLEAN 3 w o SEE PLAN FOR PLACE STRAPS IN FILL c C9 n a v "' :: ST. LUCIE COUNTY 3000 ♦ Plan Issue Date: COMPACTED ,°� , RE -BAR QUANTITIES CELLS w/#5 REBAR v a ' , ,•, • (TYP.)4 COURSE HIGH CMU BASE ,•,, 8 FILL 1 T Je .. FILLED w/ CONC -SEE PLAN FOR Rocc " „ SIZE. TOP OF COLUMN BASE - Wednesday, June 17, 2020 SEE FOUNDATION PLAN SEE PLAN FOUNDATION 2'-0" AFF - • g ♦ KA PROJECT NUMBER: II!16" FOR FTG REQUIREMENTS PIEAE Y 20-4144 NOTE: DETAIL CO21 / S•2 MAY BE SUBSITIRED FOR THIS DETAIL - UNLESS NOTED OTHERWISE 21, Sheet: �-� Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" W$01 TYPICAL WALL SECTION - 8" CMU CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. a TYPICAL FRAMING DETAILS PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C.OP PLATE (SOLID BLOCK w/ 2x6) 2x4 STUDS°— ILI,' PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOF PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. TOP PLATE TRANSITION WOOD E SIMCPSON HUC410 OR (2) PLAN FOSIZE HU PIPE OR DUCT w/ OUBLE 12d TO BUILT-UP COLUMN PENETRATION THRU TOP SPLICE SUPPORT COLUMN BUILT-UP MIN. TOP PLATE w/ MORE NAILS THAN 50% OF TOP ROWS 12d @ 8" O.C, EACHZPLY� PLATE WIDTH INSTALL @ 3" O.C. (SHOWN AS 4 x 4) SIMPSON PSFIN516Z ; (2) SIMPSON w/ (12) 16d NAILS TYP. ,y72 ', ;� COL, TOP & BOTT. /v ♦'L '+� ALT: (2) MSTAM36 STRAPS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK ,' CENTERED w/ (13)-10d NAILS TO TOP PLATE W/ (4) 16d 70NAILS (2) ON EA. OVER STUD WALL Ea TO COL. "^ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ G TIE BEAM (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D .. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL ro w m m W 1" 145" 11i (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS N = 0.146", L= 3") OR EQUAL 11EACHOUTSIDE =EINTO EACH OUTSIDE 112'OR EQUAL D 0162L31/2"OR EQUAL NDTFS• LI ADJACENT NAILS ARE ORNEN FROM 3) FOR 4-PLY, PROVIDE 1/4'DIA. x 51/2' LAG OPPOSITE SIDES OF THE COLUMN, SCREWS OR EQUAL (SPACE A$ SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 10.3 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-0' * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS I KINGS SIZE EA END EA END I EA END JEA END LESS THAN 4' (1) 21 (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND B0170M * WHEN STUD LENGTH 15 LESS THAN 12' USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP SOd NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) OpF� G * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2' FLITCH PLATE HEADER. (U.N.OJ FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" 0/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/l' AT GARAGE STEP DOWN P.T. BOT. PLATE CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY RO\.^^C B ­3PLO ' gCA� o :��'•, O: I�f�'' J11Fd53 PP�1 S' m a, c Fm m m 10 ti CID a e dig m LL D LL lJL _ p8m gi mm$ m. mti LU "a'6 103 aam`Saa Z Z O °m£ IL m 1'Gs@ 0 0" 5 o U) o$au 22-6 o i a FDSENG CON ❑ ❑ ❑ /WNW z r- o 1V z M O a D J � W H U O W (fi � � p m0T V = H G G'" U B N E):'.. W O O U (PIL= =00 LO7Y �O C a rr o w 11111111 &DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: I..f_ O z (D e-I Ln 0) W O i V N LL to z (O F-�vm N/ 0 J W ZD Jm(/)0 IVI Model Name / Number: 3000 ♦ I Plan Issue Date: Wednesday, June 17, 2020 ♦ KA PROJECT NUMBER: 20-4144 MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF09 I WALL HEADER DETAIL N.T.S. I Sheet: S-3 Of: I TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING P TO BE LESS THAN OR EQUAL TO 45° I _ MINIMUM 2"x4" ' CROSS BRACING •''" (SEE PLAN FOR ' LOCATION) ''' , ' � BLOCKING Ii , I •, N m I I A V I (3) 12d PER JOINT I ' � _ CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING _X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB —,2 y a m 3 T11301 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. w a m PROVIDE CENT RLINI BLOCKING E OFHIP/RIDGE, TYP. as aattsLlt ar ���° a LO O,p s BETWEEN TRUSSES W 2 12D . •' J' NAILS EACH END TO TRUSS TOP ZTYP O a78O CHORD N0 r ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAPTRUCTURA T 3 `o } C) p+� ••' ST a «�9 •'•• PACE p �Q; CO ,�"'i G.T. SHEATHNGL 2X4 2X4 SYP #2, a S �<ADD ) isTOP ALONGSIDERIPPED TLLIaTO CHORD WHEN REQ'NAIL TO TOP CHORD N 0SPAN PREVENT SHEATHING OF HIPPED TRUSS W/ FROM EXCEEDING 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHERTSIDE OR BOTH IF REQ'D)ROOF 2) SHEATHING AT 12" O.C. MAX SEE MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0' MAX SYP TRUSS BRACING o E d-y g — �._- N 0 0 PLAN m a'@'a .,..a.•. .+ m w a T? W N m €Fp2 2X4 BLOCKING 1 d g� �«401, O nQm LLTi BETWEEN TRUSSES HIP TRUSS 6m� �aWTg �14NE W SECT- A"A .o III a CMS a LL m,ti LL'x nW-. Z w 0 ? w 3 o o TB03 HIP RIDGE BLOCKING DETAIL N,T-s- TB04 N.T.S. TRUSS BRACING OVERLAP DETAIL (TYP) \ m gs� m a0i o ¢�Bw �'g L1°� � � m �. ffi g m €a6$m SyE91 m 6- mow Z n q83€ UFO- J 9 L F'� WwW-RJSENG.COM ❑ ❑ ❑ Z 0 W 8 TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO NSI/TP1-2014 c Z z Ja (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND= 3 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED -� _ �, f Z o Ir �J[, TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSBES &SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY Q CONSTRUCTION MATERIAL SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. c 0 0 i-•U. rn 2. ALL BRACING (DB,GB,EB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL w w LATERAL BRACING SPECIFIED SYTRUSS MNUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM, 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. tO E (•'JI 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. O Lu 0 a)Ln Y06 :. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. d C 0] SEE TYP. TRUSS BLOCKING DETAILS 0 to m SHEATHING 0 U +1°- N E w O 0 O 3 T04TRUSS z4 AS SHOWN TRUSS SPACES DIRECTION RU N A VERTICAL SCAB 2X6 #2 SPF 48" O.C. 1° DAMS HOMES W/ (4) 12tl TOP &BOTTOM OR H5 SEE TRUSS (2)-1 NAILS TRUSS msmx', s'f,!aws�,eztum^rm.a.:sUs-tom^ HCUR/300 SEC OR L IN PLACE OF io E TRUSS REQUIRED REQUIRED ®RAFTERS GREATER THAN 8'O" B-B EIA FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY SEE PLAN OIIBLE TOP DOUBLE PR6ENG. TRUSS PLATE TOP PLATE SECTION B B SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS oro m GULFBREEZE FLORIDA 32563 DIVISION LOCATION: 2z sruD WALL VARIESw ROOF SLOPE SEE PLAN PORT ST. LUCIE CONV. FRAMED RIDGE MAYBE NAILED w/MIN. VERTICAL SCAB 2X8 #2 VERTICAL WHEN 42d \ / / \ \ 2X4 SPF BLOCKING / 2 ro ♦ Job Information: (4)12d IT LANDS SPF O.C. W 4 /O NEXT TO PR6ENG. TRUSS 2z8 BLYJNG. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ \ / BETWEEN TRUSSES / \ \ @ 48" O.C. MAX. SIDE W/ (3) 12tl NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl B REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER THAN S'-O" \ \ \ / .� 2x4 SPF BRACE \ �4 COLLAR TIE \ @ 48" O.C. - NAIL w/(4) / \ \ d Fi 12d AT EACH END & \ M BH EATHIN R FAR \ \ \ ALTERNATE DIRECTION O 0 2X4 BLOCKING BETWEEN TRUSSES W/ 12d NAILS CB BEVEL CUTS 12) 0 EACH END, GOIT. EACH BAY (OPTIONAL) TB sa B 2X4 SPF W/ (2) 07X31/2" ALTERNATING D8 WOOD SCREW EACH TRUSS / / TRUSSES BLOCW NG OR H5 48" O.C. / / SEE PLAN _ '"p 0 U ` J PRE-ENG. TRUSS \ / / E Y LPL CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL CHORD AT ALL HAND FRAMED AREAS TYP. \ / REVIEWED FOR � Z . N N y CONNECTION SEE PLAN FOR CONNECTION \ \ / / m V 41 B SIMPSON A34 OR \ \ / / ODE COMPLIANCE a 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W/ (2}12tl NAILS @ AT 8'-0" WOOD 2z8 #2 SYP RIDGE BEAM EACH END MAX TRUSS , 2ze RAFTERS 02'-0"04. (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / \ ^ / BETWEEN TRUSSES �2X4 SPF BLOCKING ST. LUCIE COUNTY ROCC 0 m O O J LU D M O. J m MAX. W/13)12d COMMON WALL BELOW TOENAILS X @ 24" O.C. MAX.W ♦ Model Name/ Number: TO BEAMFOR \ / \ 2X4 RAFTERSRIDGE SPANS LESS THAN (SEE PLANS FOR TYPE) 4 FIT 0 2'0" D.C. MAX W / (3) IOD MASONRY 3 12d EA. END(TYP.)3000 SEE PLAN / \ ( ) COMMON TOE NAILS TO FUDGE BEAM STEEL 2X4 CONT. AT STEEL OR WOOD yj N T&BGHGR BEARING SUPPORT ♦ Planlssue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE N Wednesday, June 17, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING m ♦ KA PROJECT NUMBER; INFORMATION N 20-4144 2x4 S.Y.P. Y T Sheet: � Of: @ 16" O.C. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T. n H o N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N,r•s• ROOF FRAMING a AND BRACING DETAILS Q 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. 511 SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3" o 0 3" 3" 311 3" 3" III III Q I f 3n 3„ 3" 3" 6, 6, 6„ 6" DOUBLE DOOR W/ SIDELITES )A IE n ;PACE MENLY 6" 6 SINGLE DOOR W/ SIDELITES LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC, PIPE. M TOP OF SLAB OP f Ir - Ir I o v s vl o 16" MIN. DIAMETER !e _ ° CONCRETE FOOTING �\ PROTECTION BARRIER DETAIL N.T.S. i 7" s to use NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS, 3/8" MIN HEADS. B PER SHINGLE. Pont oadt un°e A" 09 use se . EcA ",t0 u 1^° 1¢Gaya eaves about 1/2" H drip edge' 1. used, or about 3/4" If no drip edge is used. valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT RASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY I MURED, PANTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIML VI or 6• ABOVE 6" x 6- H GALV. VERTICAL RISE of FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER sr SEALANT ROOF SHINGLES # 8' X W H GALV. f BASHING CONT� I SPACE EVENLY FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ FLASHpNG i AT ALL VERTICAL WALL INTERSECTIONS \` WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION INSTALLATI BUCK STRIPS - 2x (DEPTH OF WIDOW �.''•' AND/OR SGD FRAME MIN.) GLUE STRIP \ w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 411 FROM END AND 16" C.C. T\/Illl/1 A 1 #l•" 1•'11 1l11/ INSTALLATION OFWINDOW /-AI Intl I IIVIL_IV 1 BUCK STRIPS -1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 161, C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHM S BY OTHERS CAULK BETWEEN --- FIN &SHEATHINfo EXTERIOR FINISH BY OTHERS PEATMETER CAULK BY OTHERS O.A, WINDOW HEr6HT EX—TKA OR [ 1 Fib 1(��►, .1'A.. 1 �1�1I \� INTERIOR' TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/441111 SHIM SPACE c� Pswmum raeusr span) Walt Framing: pamb;Nead andSllt) e25prum/Ph elFii Or Regal Silicone Saaw #10' We. minimum Pa'Ivan an Glazing Bead Mounting f!n-- Cross SeCtilcm view ':. 8denar Vkw pF - '.. Rxed wMvw Mnimum Siiimne ...._.. __ ..._a._ ._.. .__ StealSheer SneeMing NOW, We arionptyre==dthe ofofHashmg:01WOrOasMnp rapes antis!/tpsneaseWtWMASINE2112-01. However, ouee to varAtlon to mdeaandbu/IOMg typos It islet#p to the end user to Cef smi Me StrawInswIze/on oftham llama, --E .fC:d4. + Defoe lntwing W"r rtiv, the te peeled ba::k Par lnspe(fum, .d pleas_e 5iic, t'Iy vr,p to- p e ace the;da:+r NOM u, .r. sand power e sage unt onstr coon 15 e0riplet: Stay 1 Msenum ro be sure the openings 3/8" to 1/2" larger than the willow size both yaltkally and horizontally, " You may wish to pre -drill the Instapation holes In the On at this time. Cre haksM Mewrosr fin as areax Step 2 APPN a generous bead of dlhnrs to the backside of Lim mounting fin. Use enough slimmy to sufficimM/ OII all voids between the On and the wall something, Step 3 Insert the window aft the opening from the outside: The window Is labeled "Inside and "ohr0lde, but it these lobes have been removed, the giazing bead stculd always be to the Inside of the building. Sep 4 Install shins under the sill, adpsbng tom unto the unit is pkuM In the opening. Stdms Should be hsfaled under tin sill easy 2 feet. The window should be treilcally centered in the coming with am than 1/4" gap between the window and well framing, Step s Inaba#10x 1d(C screw 4" from the miner of the On at Soon end of me head, ago and both iambs, 4ep 6 Instal the remaining fasteners In 8' ImremeKs from the comer snows to the center of each frame member. Use care not to win, tighten the screva and pull them through the fin. Also, make sure the screws go in straghtaM do not muse tin fame to bow, Wall franNng shouts be a minimum Of #2 SpruWPirl/Fir. F)alshrs should be #10 Screws of sundentlength in achieve l-3/8" panodardon into the wan and no lei..than 1/2" from edge of framing, Faet¢nef quartbaS needed In each aide of frame to achieve 8".spi t.sglh or Fans hkwnW 1 10" 28'5 14L 34° 42° 50" 58" 68" 74" 82" 80" 88" dumber ofPastsners 4 2 5 8 ) g 9 10 11 12 33 Step 7 Remote eNceK slNcane uceze our from around the On and ar hobs or voles. Usesilicometoffianywats. Sep 8 If desired, a foam insulation can be applied to the interior gap between this window and wall hearing. If applied, tldsmustoe me HOAl EYPAHOIN6 0yEFOAAS. Sep 9 Since these windows are typically used in rooms with high moisture, le; babvoome, it is recommended that the Interior gap between the window and wall framing also be Sealed withsllkohre and n mid m as not to Interfere wain the mab llaton of wallboard, the or trim. step 10 Once all construction Is comphi e, rengy r the bubble wrap from the Inside and outside of the widow. If necessary, dean the bkds with a mild nt and warm water using a win cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH, 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: ? Building Permit: Product Design Manufacture Model # Attachment Pressures Method Approval # Roofing: DADE 1st Choice COUNTY APP. IKO Industrues, Ltd Cambr age AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 ; NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. u W/ 3/8" MIN PENETRATION THRU SHEATHING f ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off -rid a vent" "FROM EDGE AND 4" 0 C. TYPICAL MAX. FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPUED AND PRODUCTS L C 30 ASPHA T TURATED G IC ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choice PLIL2328-RS 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 S" "J" BOLTS I FL16546.1 I 2nd Choice +30.0/-32.0 CLOPAY 83W6 FL15279.36 Swing Doors: I 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBER LASS R GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3 16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS THE DOOR FRAME HALL FL20461.1 2nd Choice +67.0/-67.0FIBERGLASS THERMA TRUCORP. FLUSHTHEREAFTER. FL20461.19 ; DOOR OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 1st Choice +0/-146.3 The Ta co Group P P 7" Sta ered INSIALLAIIUN I-ASIEHNERS ARE GALVANIZED STEEL ROOFING h FL20403.17 Shakes NAILS 11h" LONG WITH 1/8" DIA, SHANKS & 3/8" DIA. HEADS N.A. ISHALL N.A. AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 2nd Choice BE BEYOND WALL DRESSING N A 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) ANCHOR WITH MIN. J A' EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL +40/-50 MI WINDOWS 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS r Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17676.8 R9 ' 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF I +50.0/50.0 MI WINDOWS picture window SUFREM LENGTH TO ACHIEVE 11h" INCH MINIMUM EMBEDMENT FL18644.3 R3 a IN W000 SUBSTRATE. - Mullions: 1st Choice MI WINDOWS M-1926 Vertical JFoR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Muillon 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A M-1926 Horizontal ET�9EDG MINIMUM EMBEDMENT WITH i" MINIMUM EMBEDMENT WITH 1" MINIMUM D FL 15804.2 E ISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLO K 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 11A" 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, 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADE0 SoD IS LID FFTVINYLI 11/2" NAILS 10" O.C. IN 01 RFQIIQbl OF SOFFIT LFNGTH FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP IA"-20 MALE PANELMATE W/ FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT W/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126_ Name: TODD M. BORN Certification Number: FI. # 82126 ' Name: Luis Pablo Torres Certification Number: Fl. # 87864 wat sat �to fool / `� GEjjgE•. v: o B78 0 64 o'•, TAT€ 1 ' ��2j#2 1J1111 axTto Id' 7$g� g E Qpo `gVOm to�1- w to 4�kJ 4F 8g-� ..h r f7g� O, LL J J LL LL 3'3_m _. Qymmd �p5 � 'P_r �. LL E a: a ¢ z � 8 W Eti� m �a�� Z�ame •i � i 8 Z a O rs ifla 000 WWW.FDSENe.COM ti�m Z iV Z m 1j Z m N / Y I Z 0 o I�t JI 1� (9 Way rd E U — w DO c g m t!1 r) ,mm �m w N E 00 0 o 000 x hi) d' Y C,IC Q In d m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: ICE IEVVED FOH COMPLIANCE = CIE COUNTY O ROM I z � to C: LI J N � m >to 3 z tv m a J Q W w t -jM0(n VI Model Name / Number: 3000 ♦ Plan Issue Date: Wednesday, June 17, 2020 ♦ KA PROJECT NUMBER: 20-4144 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) _ MECHANICALLY FASTEN AS FOLD UP WEATHER THROUGH BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS SELF -ADHERED FLASHING RESISTIVE TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior �RESIWEATHER SITIVEg WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a BARRIER WOOD FRAME CONSTR. SLOPE material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior TAPE C EXTERIOR SHEATHING SELF -ADHERED FLASHING 314"-1"BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 In SELF -ADHERED FLASHING covering from further Intruding Into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) bowler, Insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, wsseueL�wvorn+i WALL BY 6 IN. UP JAMB G. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER RESISITIVE 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 SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 ram). Where Joints occur, felt shall be lapped not less than 6 Inches (152 mm), The felt or other approved material UNDER DECKING I suBFLOOR shall be continuous to the top Of walls and terminated at penetrations and building appendages in a manner to meet the (SEE DETAIL WP07) requirements of the exterior wall envelope as desorlbed in Section R703.1. SELF -ADHERED FLASHING 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 - RIM JOIST Refer to the number marked as ® in each detail that corresponds to the Grade D paper. The Individual layers shall be installed independently such that each layer provides a separate continuous and any flashing (installed in Section resistive barrier above header to allow for flashing installation plane accordance wlth R703.4) Intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: bawler Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape O 2 o 2 PAPER 2 O 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater therm that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize y ) flashing shall applied shingle -fashion Ina manner to prevent entry Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING W P 02 SELF -ADHERED FLASHING scoring cuts rof water i toFlashing.twApproved penetration water into the wall cavity a penetration of water to the building structural framing components. Self adhered membranes in a used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the Juncture with the EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILLI POTSHELF/ CHIMNEY SHOULDERTWP03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions andcomplying wall a sealant with AAMA or ASTM C920 Class Grade or rester for e Dint g p p 1 adhere to substrate using a square piece of flashing material (6" x 6" expansion d co 12, 57r d sealant. other approved standard as appropriate for the type pp y expansion and contraction, ASTM C1281flashing EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED Minimum) n exterior walls Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the to surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: EXTERIOR SHEATHING -� 314"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING 6. Fold as shown by arrows 7. Angle of corner may very, adjust folding Of the flashing accordingly g y+ 1 9 9 9 y to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the g UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight 10 corner exterior wall finish or to the water -resistive barrier Complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) Mechanically attached flexible flashhngs shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be Installed in accordance with one or more of the following: COMPATIBILITY, RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the SELF ADHERED SELF.ADHERED FLASHING, ` �v • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the fleshing manufacturer's Instructions, Where FLASHING EXTEND A MINIMUM 6" RELEASE PAPER To EXPOSE ADHESIVE AS SHOWN) flashing Instructions or details are not provided, pan flash) shall be installed at the sill of exterior window and VERTICALLY FROM BOTTOM OF door openings. Pan flashing shall be sealed or sloped In 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 � s O' � MECHANICALLY FASTEN AS incorporate flashing Or fNOteCtlOn at the head and Sides. SECTION -A (SEE DETAIL wpo2) NECESSARY IN CORNERS THROUGH 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. SELF -ADHERED FLASHING O �✓t R� V� \ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 SELF-ADHERED FLASHING $ 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. NAILING FLANGE t 4 O 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER - BOTTOM NAILING 2 8 SEAL TOPS OF JOISTS UNDER DECKING DETAIL WP07) t 2 6 4. Continuously above all projecting wood trim. FLANGE (SEE % 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood4rame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING ROUND WINDOW W PO4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 7WP05 SELF -ADHERED FLASHING W PO HALF INSIDE CORNER V 7. At built-in gutters. SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING 1 7/8" Cement Plaster 7/8" Cement Plaster in accordance with in accordance with r SELF -ADHERED ° ASTMC926 ASTMC926 FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance lathe in accordance \\ SELF -ADHERED FLASHING' DECK PROTECTOR :' . _ With ASTMC1063 ' With ASTMC1063 / Building Paper Building Paper \ I 7/16" O.S.B. 7/16" O.S.B. I - ' sheathing sheathing I DOUBLE ,ell SINGLE JOIST Metal - Kto edge Keep P 9 JOIST SELF -ADHERED FLASHING Flashin g f weep screed G SELF -ADHERED FLASHING 1 , 2 bel owtop 0 2 3 1/7' block 3"MIN Unperforated'; 4 Flange 7/8" Vulcum O 5 Weep Screed cauk bottom joint boy Maintain Bottom of Metal Flashing SELF -ADHERED FLASHING 1H0.8362x;DECK JOIST WP07 SELF -ADHERED FLASHING OUTSIDE CORNER AX W P 0 V APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Wee Screed 1 1/2 t0 2" 3-1/2" Unperforated Flange 7/8" Weep Screed INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1 /2" Cementitious Decorative Finish 5 • • o, All inside and outside corner will EXTERIOR WINDOW UNIT ° need to be miter CEMT. FIN. cut and caulked all BUILDING PAPER Cement Plaster in accordance butt Joints need to .• ,a' SLOPE 0.3 in: 1 SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) with ASTMC926 over wood 2nd floor •o,••, becaulked using Vuocum caulk for all (0.6 cm: 3300.5 cm) SELF -ADHERED FLASHING . jjFvIEV11'JEV WIRE LATH .... SELF -ADHERED FLASHING ~ -- EXTERIOR .rODE COMF�r; BUILDING PAPER CEMT. FIN. On" LUCIE �e``• WIRE LATH RQii 1/2" Cement SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 1/2" Perforated ""0• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o, Screed Plaster �• over block EXTERIOR 1 st floor _ WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 Note: O The building paper and metalSELF-ADHERED lath must be installed over the top la WEEP SCREED DETAIL NG WP O SELF -ADHERED FLASHING FW-P1 SELF -ADHERED FLASHING WP 1 2 U SCALE: NOT TO SCALE CEMT. FINS W NDOFLAW HIEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL the weep screed. ai I� ```tttthn o,iutrrr*i P�vo R pl0 OF 0- FLOR � e �4 1 _Sol 31.. ♦r+rtttutNt J 0 N No M- 'n IN00 m_ c mm9 i-w N O 0. N � CI��S da:s Z�fi�Sa' zzo Qe•No0z� ��oinm 2 m O g m IRZH d i 00 J N Z DE_ m I= a ❑ ❑ ❑ Cm /�WWW.FDSENGcOM 0 Z N O W Z Q 4 a Qall J � � LL - y Z r N0¢ @ w E n �o c m O wZD W 00 0 U IOV1 c ® a mom am AdW/A\P%A1&fi1d!! uRurg-- FLORIDA CONTRACTORS UCENSE NO. CRCi330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: N�N I� 0 z �LO W O U `' A / z 0 N •"m c �IL P - 0 _I LLI JmW(n 00 ♦ Model Name / Number: 3000 VI Plan Issue Date: _ Wednesday, June 17, 2020 VI KA PROJECT NUMBER: 20-4144 Sheet: W I Of: WATER PROOF DETAILS 10x6 1wcd 115 dryer wall caps ` OMRY ri ii IFLI-L —JJ 6 " W w 25 PA RY 8x4 1wc CONCRETE PATIO 21'-0' x 10'-0" S NOOK CEILING 10x6 lwcd 60 O I I I I 5" bath duct to roof cap w/70 cfm fan FAMILY ROOM CATHEDRAL CEILING 12x6 1wcd 100 12x6 1wcd 100 �. 7" ----------- i ITCHEN I I 8 EILINGI 2X6 1 WCd Ij ❑ 8 CJ 12 200 , I I 2 CAR GARAGE 8' CEILING 4.0 TON W/5KW @240V 1PH 18x16 plen platform by bldr scale :1/4"=1'0" FLOOR PLAN 42X42 A/C SLAB BY BLDR MIN FFF[ 2 FROM WALL OWNER'S BATW� -� © 1 .. 55 ----------------------- I I I I I 185 ITE AY C NG 14x8 1wcd I 12" ---------------------- 18x18 rag N 1 Ox6 lwcd 85 BEDROOM #4 6" 8' CEILING 11111RU-NIIIJITTI 1 O. I, CATHEDRAL40 -: .. _. . i kw� 61 � 1-1WFA NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 -------------- 14x8 lwcd 140 LIVING ROOM 10' CEILING FOYER 10' CEILING ENTRY 10' CLG. AREA CALCULATIONS 1st FLOOR 3000 S.F. TOTAL LIVING (AC) 3000 S.F. GARAGE COVERED ENTRY 448 S.F. 30 S.F. TOTAL AREA UNDER ROOF 3478 S.F. 1st FLOOR GARAGE COVERED ENTRY PATIO 3000 S.F. 448 S.F. 30 S.F. 210 S.F. TOTAL SLAB AREA 3688 S.F. i 12x6 lwcd �12xl 105 BEDROOM #3 S' CEILING 8' CLG 7nu 14x8 1 wcd 115 BEDROOM #2 8' CEILING 25 5" bath duct to roof cap w/fan—light 70 cfm 5" bath duct to roof cap w/70 cfm fan REVIEWED F CODE COMPLL ST. LUCIE COL v s s 0 1� O cz v 7 0 < o e� ) o 0 � < o S 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.