Loading...
HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: S RUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE t TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CODE. CRITERIA SHT N0: TITLE_ _ , } r� !''� t fi, UM 0 5" BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATNE 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." 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND PITONS), A SL P F PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINME T, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS�F ALL, TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BE 25" AROU D 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 LBS 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/ FLORIDA BUILDING CODE 6114 EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) FLORIDAFLOR DA BUILDING NFPANATIONAL ELECTRICAL CODES (NEC 2O14) & 6TH FBCR Ch. 34-03 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 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. REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS &FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS,. APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303A.1 CONCRETE STRENGTH IN THESE 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 REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2015 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: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES 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. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE 500 STRENGTH 2. MORTAR A LL BE T1900 PSI (fm = NFO PSI ) RMING TO ASTM 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A7MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACH EMENT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4, GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSIO&RESISTART MATERIALS, EXPANDED METAL OR 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 1.92 DIA OR LOFT, 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 ROOF RAFTERS ROOF RAFTERS (W/O CLG): FLOOR TRUSSES/ BEAMS** FLOOR IFJOIST*** LL/180 LL/360 LL/360 LL/480 TL/120 TL/240 TL/240 TL/240 WOMEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG, 11 GAGE NAILS HAVING A 7/je" HEAD. OR 7/81• LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 61NCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 201.7 FRC 111703.7.11. *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" 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 NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL 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 GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOODDBASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL 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. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF). 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISO, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 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. 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 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLETASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 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, ACQC, ACQ-D, CBA-OAR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS.. DOT SODIUM BORATE (SBX) DOES NOT. BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50. • 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. 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. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALVES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: * ATTICS W/ NO STORAGE (NON -CONCURRENT) SO NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. ROOF DECK: PLYWOOD CC/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&GAC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. /± GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL OT BEUSED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-'0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION. DIAGRAM - AREA ®(i)- (+) 27.6 (+) 27.6 10 0 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 Q445� 50 (+) 24.8 (+). 24.8 0 27.1 (-) 31.1 (+) 23.4 (+) 23.4 - 100 (.) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-0" 16'-O" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS o 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS v S-3 DETAILS S-4 DETAILS N S-5 PRODUCT INFO SHEET v -j WP WATERPROOFING DETAILS v M-1 HVAC u o t1 1111)r D R a`� $ A', S E m E a g6 � J F.L O P• c s' FSS,ION10 a lry hTtttti, N LL S I a s E c gg pg� f• � � W .c w g,g tip I F if7 Nib N TOP CHORD DL 10 (PSF) BOTTOM CHORD LL PRE ENGINEERED WOOD TRUSSES 0 (PS19 SEE FLOOR PLAN FOR ACTUAL PRESSURES BOTTOM CHORD OIL5 (PSF) LL u5 1 cW \ 1 ui w 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER in d STRUCTURAL PLAN �+ v 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OFTHE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING s �� o n m g o -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. w a a d m M 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: J a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) ,.IL B 6. ¢ S rA 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) ' a ILIm cai 5. TRUES ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) g s k` venv.r THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS, v oservc.cON ❑ ❑ El 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES READING ROOMS 80 (PSF) @ L9 iO 13 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 10 (PSF) :7g SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, - _. AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE.. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 200 (PSF) z N cw AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) - A S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) a� 7,7 SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) v a N STAIRS 40 (PSF) ° - N UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. c TO UPUFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD w?'a NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR L BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A (6 HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. E MORE INFO. isOId FIELD REPAIR NOTES GENERAL NOTES. BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2 DIA, EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the Utleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed !z " 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 _ m 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 ihformation contained in these documents, prior to m MA ¢ o m 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 Commencamem of any work. The Designer/Engineer are not c PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DAM �i 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 ERT. I CONIC. FILLED CELL EACH SIDE OF THE JOINT( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the o 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 information found in these documents. Any questions regarding the CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION Y B SUBSTIMED WITH (1) SIMPSON MTSMi6 TWIST STRAP W/ (4) ?4"x 2'ti" TITENS TO Information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 RESPONSIBLE FOR THE INDOOR. AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE o MASONRY AND ACTOR NAILS TO TRUSS FOR UPLIFTS LE 5 / ( /4" LBS (USE (2) SCREW FOR UPLIFTS LESS THAN TENS O. IF CORNER STRAP IS Assurance Manager immediately. r/ nginee without 111 dv raced considered 3000 GULFBREEZE PARKWAY TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAMi W/ ( ) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TEENS ONE EACH SIDE OF TRUSS. for reimbursement by the Designer/Engineer wtthout advanced e PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. ° GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR N MORETHAN 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. d Payments will be made in accordance to the terms of the agreement € MISSED, CONTACT THE FOR FOR SUBSTITUTION.: i DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. N PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2N FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5w/ (26) N 16d x. 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIM SON IGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. ® Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCA1 IONS. !J" a N MASTER REVISIONS REVIEWED FOR CSODEUC®E COUNTS N MPLIANCE DATE DESCRIPTIONT. BOCC W HOMES W z AV/-1\DjAMS oLO 9� V LLj .0 EMEMEMMOf Northwest Florida �� G m 0JL1JZ) o N Model Name / Number: 000 GULFBR� IQ PAR Jill O�JL REEZE, ILORMA, 3 FILE COPY miammoRNMEMEEM Plan Issue Date: Friday, September 25, 2020 Arik % VI KA PROJECT NUMBER: MCIDEL 202V20-6602 RSheet: Of: Y C COVER SHEET U S BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPUFI MARK SPACING TOP BOTTOM SPECIES CAP-00 BW1 18" (2)16d TOENAILS (2) ifid TOENAILS SPF NO UPLIFT BW2 �. 18" SP2 W/ (%10d SP1 W/ (6}10d SPF 402 STUD, (6)100 PLATE STUD, (4) iOd PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) Sod SPF SO9 STUD S led PLATE STUD 4 10d PLATE NO BW4 16" (2)'led TOENAILS (2) led TOENAILS SYP UPUF BW5 SP2 W/ (6F10d SPS W/ IB)iOd 16' STUD, (61 IGO HATE STUD 4 iOd PLATE SYP 439 BW6 16, (2) SP2 W/ (6) iOd SP1 W/ IB)lod SYP 878 STUD 10d PLATE STUD (4)iOd PLATE NO BW7 12" (2) led TOENAILS (2)16d TOENAILS SPF aP11FT BWS SP2 W/ (6FI0d SP3 W/ (6H10d 12' STUD, 46)10d PLATE STUD, 4 10d PLATE SPF 535 (2) SP2 W/ (6) 10d SPS W/ (6)-10d BW9 12" STUD, (6)10d PLATE STUD, (4) iOd PLATE SPF 1070 BW10 12" 12)led TOENAILS (2)led TOENAILS SYP 0 BW11 SP2 W/(6),10B SP1 W/(Gylod 12" STUD, (6) iOd PLATE STUD; 4 SOa PLATE SYP 585 BW12 W/ 12" STUD, (6 10d PLATE STUD, (4) 10d PLATE SYP 1.170 FB-W-1-31 NOT USED DOUBLE 21 TOP PLATE TOP OF WALL -,4� SEE PLAN '' MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE -HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/93 FOR CONNECTION INPO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MS03/8-1 FOR NO UPLIFT CONNECTORS BRG WAIL.TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS 71 PER PLAN /. TALLER THEN 8'-0" X SCHEDULE ABOVE F.F. SEE FOUNDATION ' •.' ... �:: PLAN FOR MORE 2X P.T. W/ 1/2" AB @ 32" O.C. W/ 7 INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET' W/ SW= SHEAI ALL MIN. 7" EMBEDMENT PAST STEP DOWN. '. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 4 32" O.C. ' 7/16" OSB PLYW'LT E EMBEDMENT BRG. WALL DETAIL W/8d NAILS AT 4 00 IN REND AND EDGE, SEE GENERAL NOTE #8 GENERAL NOTES SIZE, ME 2X4 D USED UNO. 1. R PLAN FOR WALL ASSUME STUDS S POOR 2. ALL STRUCTURAL DUMBER 70 BE SYP 1Y1 OR SPF #2 LINO ON PLAN. ALL 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPI AND SP2 INDICATED IN SCHEDULE ABOVE S. IF "BW" INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED SEE S. INDICATED DETAIL FOR PROPER CONNECTIONSFOR 2nd FLOOR TO CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROTECTS ONLY) FIRST FLOOR C FIRST - IS IN D REQUIRES MIN. 6. IF "SW" INDICATED THE WALLIS CONSIDERED A AN QU FIELD AND 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.G. IN R0.D ANO EDGE TO (1) SIDE OF WALL S R WALLS W EXTERIOR ATTACHED PER NAILING SCHEDULE CH T. ALL LX DtrEwo / WALLS SECTIONS SAID SPACING AND GRADE SEE FLAN AND WALLS SECTIONS ACT AS SHRING BW7, THESE WALLS ARE ONLY WALL THE , B S. IFTHE BEARING WALL Is INDICATED DWITHON THE FLOOR WAD AND DO HOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE HAVE U LIFT, TU Us PLATESUPPORTINGT PLATE AND THE 2x PLATE CAN BE ATTACHME WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. B/ VE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10tl=0.148L TALOAD. COLUMN SCHEDULE MARK. COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(LU) Ci 43)2 x4#2 SPF (4)-led TOENAILS 0 C2 2 x 4 #2 SPF DTT2Z w/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2- 2145 (3) BOB SCREWS 1�73. (3)2 x4 SYP #1-OR (4)-16d TOENAILS 0: O (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & IS)1/40 X 11/2" 2145 SDS SCREWS CB 4 x 4 P.T.#2 ABU44 W/5/8"ATR** G-6H00 SYP POST & (12) - led NAILS 6 x 6 P.T. #2 **3.2000 G - SYP POST &(12)-16tl NAILS & (12) led NAILS 23M U-2300 8 z 8 P.T. #2 ABUS8 W/ (2)- 5/8" AIR** G = 24335 07 SYP POST &(18)-led NAILS U=2320 CB 3.5 x 3.5 P.L. 1,8E Fb=2400 PSI HDU6SDS2.5 W/(14) 1/4"x 21/2" SDS WS & 5/8' EPDXY 5645 (WOLMANIZFD IF EXT.) ANCHOR, OR ATR*$ 3.5 x 5.25 P.L HDU5SDS2.5 W/ (14l)1/4" x C8 7 1SE FL 2400 PSI 21/2" BOB WS & 5/W EXOPY 5645 OLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 RL 1.8E Fb-2400 PSI HDUSSDS2.5 W/ (20)1/4' x 21/2" SDS WE &.7/8" EPDXY 6970 (WOLMANIZFDIF EXT.) ANCHOR OR AIR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU&SOS2.5 W/ (20)1/4" x 21/2" SOS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR AIR*** 7 x 7 P.L. HDU&SDS2.5 W/ (20)1/4' x 12 1.8E Fb-2400 PSI 21/2" BOB WS & 7/9" EPDXY 7870 WOLMANIZED IF EXT. ANCHOR, OR ATR * GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3, NAIL BUILT UP STUDS PER DETAIL W'F37/SS 4. MINIMUM BOLT EMBEDMENT: 5^ EMBEDMENT FOR 1/2" AIR 6" EMBEDMENT FOR 5/8" ATR W EMBEDMENT FOR 7/8" AIR 5. IF [01 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 (1,8E) MAY BE SUBSTITUTED FOR ANY PS. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL CIA / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.i.ENaM NAIL SPACING ad 0.131'X2W 0.131'X2W BE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131, X 3" SEE PLAN BLOCKING & TOE 0.140' X. 3;4" 0.1.31^ X 3 A4' NAILS & TOP PLATE 12d 0.148" X 3 W OA31' X 3 "A' 8' O.C.(COMMON) STUD WALL 6' O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131' X 3" 8 O.C.(GOMMON) STUD PACK 6" O.C. GUN L COLUMNS led 0.182" X 3 %" 0,131' X 3 4' (2)18D(COMMON) SEE PLAN (3) ISD ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2).2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) Ml 058 FUTCH PLATE, NAIL SIMPSON LSTAtB OR (Z BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. 12)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB BITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM USING BOWSOEAM TOGETHER2d SIMPSON HTS20 TO WOOD POST NA @ 12" ROWS OF 2' OR (2) SIMPSON HETAle TO CMU - O.C. TYP EACH SIDE AC SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON 14TS20 TO WOOD POST ROWS OF 12d NAILS @ 12' 1 OR (2) SIMPSON HETAIS TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 13/4' x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Tb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2' SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS ®18' O.C. TYP, U.N.O. ON ROOF PLAN. EACH SIDE. EACH (2) -13/4' x It 7/8' LVL 2.0E flK2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" X 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL 2.0E FLw2800 PSI. NAIL BEAM - CONNECTION: PROVIDE (2) (RM ,[� TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 4� 1/4" x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETAM TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R.. HEADER SCHEDULE MARK HEADER SIZE REMARKS Hl (2)-2X6#2SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 2 -2X1 0 #2 SYP O SEE GENERAL HEADER NOTE#5 WI 12" FLITCH PLATE THIS SHEET O(2)- 2)(12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3)-13/4-X 111/4 ATTACH TOGETHER WI(2) ROWS 1/4' X 3112 H5 LVL 2.0E Fb=26DD PSI SDS WD SCREWS 016 O.C. TYP. EACH SIDE (2) - 1314- X 9 114 ATTACH TOGETHER W/(3) Rows 1/4'X 31/2' H6 LVL 2.0E Fb=26DO PSI BOB WD SCREWS 015' O.C, TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REQ, AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END Ili (2) (1) (2) 4'-0" . W-O' (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCT)ONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON. THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR.(3) ROWS IF 2x1c OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. CRAFTSMAN ELEVATION NOTE: AT ALL FRONT ENTRY COLUMN LOCATIONS USE THE FOLLOWING: 16" SQ. CMU BASE W/(2) #S'S A.F.F. W/6X6 POST W/SIMPSON ABU66 W/ 5/9' ATR & (12) 16d NAILS IN CENTER W/COLUMN WRAP SEE ELEVATION FOR BASE HEIGHT 4- HOSE BIBB 7 Lo N 9 Gl i P4ATIO 4Q'-R" P4ATIO 4Q'-R" 160 MPH OPENING PRESSURES j ENCLOSED - EXPOSURE B +27.6/-29.9 B +27.6/-37.0 ©: +26.5 / -28.8 . +26.5 / -34.4 E +24.8 / -27.1 O F +24.8 / -31.1 14'-0" 14'-8" 10'-0" 91-81, 2,_0„ 81_01, 11.-9" 8'-3„ O © B DBL 25 SH O 286$ 35 SH 'h 33SH \ - ao =Z W z � 10 J mT2� oa a N N / OWER BATH _ _ - _ - _ - _ - - G.T. VAULTED_C1lz- _ - _ �- _ - _ - -11101 03X5O F.G. GREAT ROOM NER' E R M 0 R 01 VAULT CEILING VAULTED CEILING 15'-10"I L 12' 6" O , W Z j (n y 9-S-2 - 2468 OILING 1R/1SH Alit v v I - - - - - - - (VAULTED - VAULT CEILING' WS01 8-2 - - - 1R/1SH 2668 - - -Ln 1R/1S H 1R/1SH - iN 45 DEG. ' iff (TYP,) 2668 a 1 PIECE o fBERGLAS i 8' 9" I 2'-6" 4-81, TUB 5'-5" 3'-S" -0' FLA941h" BAR' BALH 2 TOP ON O O' CEILINGEc .WALL BEDROOM, _ C)�D NS i VAULTED CEILINGb N W rn r -Ie w to -_-} o DOOR,PER _ ?4 D/4V i 00 ACCESSIBILITY CODE - DBL, * 00 ,SINK ; W N N , VERIFY LOCATION i O - W/ BUILDER :0 HANSON BOX @ 36" AFF DRYER VENT THRU ROOF °° Zg KITCHEN mj N MAX LGT 35'-0" - m iff -' VAULTED CLG. in �- , o � I 40 WASH DRY �j 00 CD . N lY) 00 0: C7 N N �° I BEDR OM #4 W 50 `mz= t LAUN• VAULTED CEILI G 3 p1 10' CLG. -- 0" 2,2„ w¢ul 4'-2" 5'-0" 3'-0" -_. >O LL 2668 E R 2868 12'-2" 3'-8" 4'8" 29'-4" W.H. ' SH A�ED WALLS TO A/C NOTE: BUILDER TO PROVIDE .APPLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY. i M SEE SHEET 4 R DETAILS m a ' °° M d --- ------ 1--DININ ------------- --- � -----ULTO VAULTED CEILIry C2 ( ATTIC ACCESS M503 i LOCATE IN FIELD S03 F39 0' CEILING S-1 - S-1 S-3 Wg31 a H1 . 'Qo G.T. I G.T.I 3 CAR GARAGE N cooa / D0 _ © 'CEILING VJF42 o EGRESS W��s &3 _ _ _ _ LINE OF GARAGE DOOR h N ---, •---------------LINE4E�A13Ac1E-QooR------------ 25 SH 25 SH OP °P ENTRY `v � ' I © © &3 10' CEILING 2'A" 4'-6" 4'-10" 16' SQUARE MS12 M1 CD21 COLUMN S-2 ; ) S2 ' 8 k 7 OVERHEAD DOOR Will 01 16 x 7 OVERHEAD DOOR 2'-0" 16'-0" 2'-0" 81-0• ,-4" 20'-0" 49'S" FLOOR PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS f HOSE BIBB 0 0 N I l; ) +24.3 / -27.5 O +23.3 / -25.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN `ULTIMATE' WIND SPEED.. THE WIND PRESSURES LISTED ABOVE ARE c 'ALLOWABLE" PRESSURES WALL LEGEND 73 FRAMED WALL BEARING FRAf(I W'ALI_ ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 3 MASONRY WALL 0 T � _ GENERAL NOTES 1. R302,5.1 Door from garage Into house must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit is Installed 5'-0" on each side of the venting. 3, R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation Is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equlvalent. 4. R312.2.1 Window sills In dwelling units, where the opening of an operable window Is located more than 72 Inches (i829 mm) above the finished grade or Surface below, the lowest part of the clear opening of the window shall be a minimum of 24 Inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (510 mm) shall be fxed or have openings through which a 44nchdlameter (102 mm) sphere Cannot pass. 5. R308.4.2 All windows within 2'-0" of doors and In shower or tub areas will be safety tempered glass. 6. Ceiling for exterior entries and covered porches to JIFT ORRIS illp �p SE h FLeP�v. N go 5 �PO s a ywzd - M1 �$g f9-t€W8 a I= Ca a�eno�D:r w 6sag 02�W m DO4a� Z. e a e� 2 ao� r°� wAw.wsauG:caU 000 have 7/16". span rated OSB nailed per zone on 0 roof diagram nailing schedule or 5/8" COX. z 1X T&G acceptable for substitution. $ z $ g C N EC: R402.2.4 Access doors from conditioned spaces to � unconditioned spaces (e.g., attics and crawl spaces) y shall be weatherstrlpped and insulated to a level -9 A d equivalent to the insulation on the surrounding,`-� surfaces. o v f z N o D(D rD Laundry Note: (Unless noted otherwise) Provide dryer m (� vent thru roof max. Igt. 35'-0", washer & dryer units -0 (washer 4� w -d (washer unit to be always on left side when facing E units) hanson box 0 36" aff & `� O Ceilings for exterlor entries and covered porches to be 9 t/) C 6 • '�! 7/16" OSB on underside of roof trusses shall be ; \/ w ,CQ attached to all framing members with 2x blocking u; V tU provided at perimeter. The OSB shall be attached w/8d o w o $ nails at 6" O.C. field and 4" O.C. at edges or 7d screwy = shank 3" O.C. field and 4' edges, Vinyl ceiling to be ft3 r. _ C. " attaches to OSB per manufacturer specifications U o a n m o 9P Q N o b0 i c A DAM Nobles i " IIIINI 0 v FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULMREEZE PARKWAY REVIEWED FOR a GULFBREEZE, FLORIDA 32563 "ODE COMPLIANCE IE DIVISION LOCATION: ST. LUCIE COUNTY g PORT ST. LUCIE BOCC .1 ♦ I Job Information: S a r O n a (FILE COPY Z c W N w *+ r VJ i 04 m aq U -.1 4)n v $ O J LU o ro J m U) LO LL ♦ Model Name / Number: AREA CALCULATIONS 101: FLOOR 2020 S.F. a m TOTAL LIVING (AC) 2020 S.F. x�( GARAGE 593 S.F. a COVERED ENTRY (BASE) 34 S.F. COVERED PATIO/LANAI , 18 TOTAL AREA UNDER ROOF 2647 S.F. ♦ I Plan Issue Date: Friday, September 25, 2020 ♦ KA PROJECT NUMBER: 20.6602 Sheet:. 2 Of: FLOOR PLAN I (") SLOPE MAY VARY 24" MAXIMUM DEPTH. (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 3 REINF, OPTIONAL CURB FOR F F VARIES -� �•� } "� •' GRADE SEE PLAN MASONRY @ ELEV. O'-Q" •— ' — ' ' — W/ (1) - #5 BAR CONT. : • �' , 00 z W N o ) 2 STORY: 20" X 20° • , , .i`• REINF N W (3 - #5 CONT. 16"a (2) #5 SEE PLAN REBAR 16„ (2) # 5 REBAR BEARING N FMO1 SINGLE STORY FfG 1/2"=r-0" FM02 SECTION @ GARAGE L REINF. SEE PLAN _F F 'S 8" (1) #5 REBAR CONT. c FM03 THICKENED EDGE 1/2"=r-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 3 ,,A1TT�i IL�T7�/Zs IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION ���Q� •� •E �i PROVIDE I3"WIDE �,"�G SZ, •'•gip_ FRONT WALL CQ- RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR.. FIN. FLR.ALIGN DRIVE W/ BOTTO C F RECESS &PITCH DRIVE OF. N ! I�', 2 STORY: 20" X 20" ,y _ ��Y�J , JI ,S ;Q'�P 4" CONIC. DRIVE W/ 1J2" EXP W/ (3) - #5 CONT.to 3 JOINTS 10" O.C. TYP. 18 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" =1'-0" 2x BRG. WALL S 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 • #5 CONT. FOR MORE E " INFORMATION) a cv m E g g IN to g" I. nw SEE PLAN B.E psS2 Fi' ti' I�i EEPLANo O�mg 10'�Ra w GV C r6 - Qi' Q L� If LL w 13 31 �SaWw 4" 1W 4" 2-#5 REBAR 8�� 4„ g $ M' z"13 ¢ O O mQ FM11 STEP DOWN BRIG. 1/2" = 1'-0" FM12 STEP DOWN NON BRIG. 1/2" =1'-0" 2 s� O L � o g y em'u 2o� SEE PLAN WWW.FDSEUG.COM In ❑ ❑ OPTIONAL CURB SLOPED GROUT n SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" " o TYPSEC '" z m ELEV. 0'-0" WITH CURB w _ o (1) #5 BAR CONT. 8,I• , (G.C. VERIFY) Z N g G „, F.F. REINF. ¢ I. (SEE PLAN) d 2 45 COW. INSTALL LINING 1 ° 2 #5 BENT BARS W/ — MATERIALS PER y MIN. 25" LAP SPLICE $ Z M WR P2709.2 MUDDED FLR. 16 d v W M' �+ SLOPED.TO DRAIN #5 CONT. MIN. E .v o Q w FM14 SECTION @ RECESS SHOWER 1/2"=r-0" FM18 TYP. STEP FTG, DETAIL 1/2" 1'-0- ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE #5 COW REINF. SEE PLAN CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH SEE FND. FORQUANTITY MIN. BAR LAP OF 25" oo E L.. Q N o vD m 45 X 25" X 25" CORNER BAR ONE - qq ' FOR EA. HORIZ. .N � � .�' HOM'IKS REBAR, TYP. U.N.O. c (2) #5 REBAR 16" REVIEWED FLOROA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE ��1� I+[1w� 000 GULFBREEZE PARKWAY 4" PVC SLEEVE 2ayyl DExgy7� MPLI ULFBREEZE, FLORIDA 32563 THRU FOOTING WJjA45 "I CO DIVISION LOCATION:" FM19 TYP. CORNER BAR DETAIL FM23 TYP. FND PENETRATION 'Gp-0" PORT ST. LUCIE >u STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (D.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'.0"-2'-0" 8" SO" 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"-3'-4w 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" W/ (5) #5 BARS CONT. >4'-0" - 5'-4" 16" 16" 48^ pg" & #5 @ 18" O.C. TRANSV. 1162# 2' 8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL Job Information: a g NO On FILE COPY Z 0 71 W -q e N N M N m as NOTES:z d j; 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL J �� �/ MM r a I— U W " INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM r 0 J W SEECHART( A7L F.C. SPACING STATED IN SCHEDULE 1 m u) .C.) SPACING (OBE p I •-O"� ; 2• W.W,M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND A VI Model Name /Number: W.W.M. to BE TIED ro #5 '�VERT. F.C. ABV. FDK WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND CONT. REBAR PER RAN SPACING #4 TURN BARS ARE RE UIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO (1) #5 HORIZ. CONT. TED TO Q _ EA VERTICAL REINF. BAR E NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/STEM S 04 TURN BAR ® STEM #9 3AF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO WALLS GREATER THAN CONSTRUCTION FOR MORE INFORMATION g Plan Issue Date: 4 0" " It 4' #5 HORIZ. CANT. TIED TO ' ' � � m ` ' : 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK EA. VERTICAL REINF ' a FILLING IS TAKING PLACE RN GRADE-B" MIN. t " �� v '�c. 5, #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" Friday, Se*mber 25, 2020 TO TOP OF „ 6" h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL I$ GREATER THAN 4'-0" ' 8, 1yyO . KA PROJECT NUMBER: STRIP FTG. ,s a>.� m .4 TALL (TYPICAL ALL CORNERS) n c 20-6602 „ r COMPACTED CLEAN FILL r "'., • B.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS ' ' ffi "� S IN MAX 12' LIFTS Y STRIP F1O. W/ OR 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. "MIN. NOTE 5 COVER *SEE REINF. PER SCHEDULE. d b 8.R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE °ivj Sb6yf,; /I� y. Of: (3 SHOWN) PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. o 1 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL M 0 SCHEDULES & DETAILS FMASW I STEM WALL SCHEDULE NTS HOSE BIB LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,020 x 3 = 6,060 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR = 34,610 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,610 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,0()0 A/C (AUXILIARY HEAT STRIP) 10'000 B= 20,000 CIRCUIT CALCULATIONS 0% FIRST 10,000 AMPS W 10=10,000 + 40% OF "A" = (.40 x 24,610) = 9,844 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,844 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL Q 2x6 WALL (FLOOR TO CEILING) 2'8" USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. ELEC. TO BE ADDED W/ POOL DOOR OPT. B WP GFI \ CM %\ INSTALL FAN / BOX PREWIRE c FAN REWIRE qINSTALL FAN ,BOX PREWIRE s / I -=r- - - - - -- w I, U I FOR D/W I _ - - - - - -._ {_ _ ,.. � T^'I INSTALL FAN r n. ` /BOX PREWIRE 1 FI i I GFI'}- r o CM GFl; --L. GFI , I , I ,I — , II Fi l 4 — DER HOOD 10 6FI — , O 220 , I , GFI I GFb I � I \\L \ 220 " 1 ©�NSTALL FAN �ju} WASH DRY I BOX PREWIRE I I I I \GFI I. \ 220 a ELECTRICAL 220 VERIFY LOCATION IN FIELD FOR ELEC. METER k GFI I , GFI PANEL W.H. @ 42" CTR. OF WINDOW— \X - I ATTIC ELECTRICw ( GFI \ IF REQ'D BY CODE' - lU GFl / \ GFl FOR GARAGE FOR GARAGE DOOR OPENER_______ DOOR OPENER , j WP GFl , ------------------- , I NOTE: LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL GFI ' BE ADDED AT METER LOCATION. @ 42. PLACE COLUMN 4L COACH LIGHTS ON WALL BEHIND WHEN , CRAFTSMAN EIEV C ACH LIGHT HOSE IS USED \ BIBB i LIGHT COACH LIGHT COACH LIGHT ELECTICIAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES" UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) WTCHEN 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 BI D 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 R314A 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/UL2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 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 OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR E3902 6 14.1N ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION PBCR 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 O CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /f« FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE �� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET w L" GROUND FAULT INTERRUPT (� 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 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 ❑ J JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHMVIEW ( BATH FAN W/ LIGHT C INTERCOMBYDE COI MIY® GARAGE DOOR ST. LUCII L.E.D. DISC LIGHT PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FlNAI AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 410 ALUMN. IN Y CONDUIT METER MAIN DISCONNECT L200AMP A/C DISCONNECT FILE UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER 4 # 8 COPPER TO RANGE INTERSYSTEM J # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER. 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. c gI W �pN W /1 0000 -� v 8'w ,ouu''iS N 90" �r— a Ld M o L IL D e9 a I r r � 1, 12 8 WWW.FDSBV6.0DM ❑ ❑ ❑ h � H Z O £ zN 2 c r 3 J a 8 t/1 Z rJJ v U m W g Ln ifs V = N E 0 :I c C'4 Q N O m iDAMS HOMES Ifi,`r, FACTORS LICENSE NO. CRC1330 �T 3000 GULFBREEZE PARKWAY N LbULFBREEZE, FLORIDA 32563 F DIVISION LOCATION: y PORT ST. LUCIE VI Job Information: no 8 N N p po m m v z �LO Lr7 o N � J N _ U OJM'^�/� LUv o N J W V/ VJ LO u_ ro V Model Name /Number: v Plan Issue Date: Friday, September 25, 2020 F I KA PROJECT NUMBER: s 20-6602 Sheet: Of: N �o ELECTRICAL PLAN 48" OFF RIDGE VENT 3EARING @ ENTRY BEARING @ GARAG I _ 48' OFF RIDGE VENT 12 ALL 6 Tnn nC OI nnu W'DOW HEAD HGT ■ ■ 0 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING io ' N. FLR. 25 SH 25 SH FIN. FLR. 25 SH FIN. FLR. RIGHT ELEVATION "B" SCALE: 1/4" =1'-O" 48" OFF RIDGE VENT 48" OFF RIDGE VENT 12 6 TOP OF BLOCK LITE TEXTURED DECORATIVE QQ CEMENTITIOUS COATING FIN. FLR. 25 SH CEMENTITIOUS COATING UUUrt REARELEVATION _ .00K ENTRY BRG. @ 10'-0" OF T.O.W. o bo FIN FLR. 25 SH RAISED STUCCO BAND FIN. FLR. 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING BEARING @ ENTRY _ BOT OF ARC TOP OF BLOC 0 0 2'-0" 25 SH _ FIN. FLR. RAISED STUCCO BAND J LEFT ELEVATION "B" SCALE: 1/4" = 1'-0" CEILING@ 10'_O"A.F_F__ 1 RAISED STUCCO FRIEZE BAND VENTILATION CALCULATION Formula = SF / 300 / 2 * 7.44 = net sq Inches of venting needed equally for Intake and exhaust Soffit product provides 4,12 net s in/sf Ridge vent provides 1&00 net sq in/If Off ridge vent provides 138.00 net in/sf Overhang distance 1.33 ft S.F. of Area to be vented SF 2647 s.f. Total needed for exhaustforu er1/3 635 nets inches Total needed for Intake (soffit area, lower) 635 net sq inches Numberof Off Ridge Vents for upper 1/3 needed 5 L F of Ridge Vent needed (can be used In combo with ORV)-. 35 LmeaF Feet of5offit needed to meet required i 116 Lineal Feet of Soffit provided by plan 208 FILE (;Ue J MTN 11 IFEIFE INI 10 3068 DOOR W/ 16" HIGH 16' X 7' 32 PANEL 8' X 7' 16 PANEL TRAN.ABV. OVERHEAD DOOR OVERHEAD DOOR DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "B11 SCALE: 1/4" =1'-O" TOP OF BLOCI — —R 0 LO FIN. FLR, I � ��J � it I II i I I 0y,tn uaf'r F E 0�,` fr un►q, m m a 000 0 LQ D�NO'� z:rv^ W � tai a ; aka 2-2fls 3 2`0III 2N n O W�Zi3 Np � � ® do ¢ 0 to g � „1S www.msoc.coN ❑ ❑ ❑ 1 � Z o z o N N Z Q J N 1 d Z I — � �M` I � 1 I o m O — m uu w fit Of�(^� mm 1 y �`i'fTl�)�j cm U V m WOD U Ccves D Q N O ep sA DAMS HOMES T 1 i FLORIDA CONTRACTORS LICENSE N0. CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 1..1� 0 I— z `m to a o � J N J W m u Model Name / Number: Plan Issue Date: Friday, September 25, 2020 KA PROJECT NUMBER: 20-6602 Sheet: 5 Of: ELEVATIONS - B RE, ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAXL THICKNESS IS 15/32".) IF 15/32" IS SEE DET. TB03 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PRI BLOCKING' W/ APA RE( FOR SPAN 1 7/16- OSO SEE "HIP/R BLOCKING" EQ. W - - - - CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TBD4- - - - "X" BRACE SEE o )VIDE DETAILTB01 v -0 COMPLY- X)MENDATIONS :ATING OF - - - IDGE - - - - DETAIL Q m � Q O R zv .... .. ..... LJ FFF1V - - - - EQ. k TOP & BOTTOM CHORD GABLE END BRACING @ -F 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) 'IT" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nrs 4 Fr. L______________._______..____-___-______-___-__________________" I I �� . 4R­ 5Fr. 1 1 ^ M I .L OI O I' O A f . O '' I 4_____________________________________ '�' ��'' 5 FT,- 4 Fr. O Ff. 4 FT./- 02 . ® � 2 k � `� 1 t ♦ N 1 2 O` � O `` 2 ` I1 ��`.4 Fr._____4�. _--_____O O 4 FT."< .., 1011 Mw O ROOF NAILING ZONE DIAGRAM NAIL AT BASE 2ROWS @4"O.0 W/Sd COMMON NAIL ROOF NAILING SCHEDULE: ® NAIL AT TOP PLATE TWO ROWS @4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT, AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 Bd RING SHANK NAILS @ 4" O.C, ON EDGE AND 4" O.0 IN O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 6/9" PLYWOOD IS USED, CONTRACTOR MUST USE 1Od RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/18" OSB MIN. (SHINGLES) SPAN RATED 24/16. O (2) 8d NAILS @ W O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 16/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN A3V X 2 1/2' DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8".. ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8- SPACE IS 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" OSB (2)- 2x TOP PLATE 15/32" OSS BEYOND EXPOSUREI EXPOSURE SHEATHING SHEATHING 1 - -II - - IT - It 11 II I II II II II n u PROVIDE I II BLOCKING AS It II REQUIRED PER II _ SECTION X-X IF NOT FULL HI II HEIGHT SHEET �II II II II It II I I 11 11� ill-_ © �LOOR SYSTE I I'C WALL SHEATHING 2x RIBBON OR BLOCKING BETWEEN FLOOR IP II II 'll II SOLID2x ruo 1 1 II II II I BLOCKING @ ALL = II 111 11. If II I SHEATHING w it I I II II II EDGES (SEE III I I I C I I I I SECTION X-X) 0- III 11 II OPENING I I N I I - - - III II It 11 II III - II 11 II II I 2XSTUDS w w III 1 it 11 I II I II II II BEYOND. y III I I II I II I If 11 11 SEE PLAN o N III I II II fill II II I? III I I II fill II II If I 1- 1 I � j `---(�.-HORIZONTAL WAI I F1 FVATION DIAGRAM "IS" = NAIL SPACING �- 2x4 P.T. BASE PLATE BEYOND SEE PLAN M E0 D- fl�02 Ow- ml,.R 115L2ROF- N = UjyLL SYSTEM ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL I 4" I S /2" W/ (4) Sd NAILS I S 12" S " /2" ALTERNATING STAGGERED 3"O.C. SINGLE NAIL D • SPACING DOUR1 P NAIL EDGE SPACING BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. COHNFCIDPXXEOUEEMR:AWMs B G*( IRIS 0 BWNN.PoNT iPVUPLFT nWL ONN FSGN MAN4 XNECTGP VPtIfi N C1, Ell. CVC CSv ES El, I", Fop H7r HiV I/R 30Ro, RN6/PE I T1.1MEG M"p. av1.W. c1F, PPP,Y3P WR 352"onn: H2SA I PER IRUU Mw EWp (10)Ed 1/R -1110 I Po s PER TRUSS MFG/P EA TRUSS MFG enl.roz;xG1. K"z IIR 111 «one:. AiP /xETA16 Ion/Sevax. I9) Gan 1/z IE) Ga"l llz pOB "lI1 -3963 por lue 3)IETA36/I3I HET.. 336 PIEF.. 30) tl llh (vG)I.. 10 KFIE L/R -118R E.1 11)."PIE/M F"'. ..Iz3E5" 1�1voef 9Go 11A pGl v-f/a M95 MIS: T/M/P .903"or lees PERTR1155MEG/"10A/HETA16 1"40X/1"IE. ((E)1 Gatl -1/3" .x1 IA AllS' P -133Rpe , P TRUES M FGl1)H'R30/ HAIR 61Gp/1610X 38) Otlx11/1 I1 a 1Q" ¢¢ , I/ E FIR p H10P/ 10A / L84G 1/3 uEl a 1 m 6USs 1X@S. I/R esSNe,- PER 11.1MEG/EIAIR 161G" (1) R IM. 1.11 wwmx IGIFT III ER. aor loo E"' :Eosx / (R) /4 .IAuiF.' ms 11"Go, 15 EIM/R 0110 IER 55MPG/H1oAJPER RU TPVES MEG I0a0p 0)10e.I-VV WI W4 COM PPG -.]W NaI PER TRU55 MEG' TRo MiuRER /Fo"Lm oA aFlProut )A$GETEu1C11MIIR L=EEFF,R • R GM M M-ERR.G. EEARINGS EEPRNGIGEPTIONSAP R RENLED iOTPUE6 NJ TRUSE OPPW NGS Auto"NEa.RS A111.11F. baoGGns I fluJ.7 Lrx I ww I v SCALE: 1/4" =1'-O" SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK- TYPE CONNECTOR& FASTENERS. WF SYP CONNECTOR&FASTENERS SPF SYP OFRAME A TO HETAIS W/(9)1W x 110 1810 HTA16w/(10)7M x 117 OR 1385 1870 MASONRY HETA20 w/(0)iW zi 12" HTA20 w/(10)1W xi 72" O FFRAMEO M2SAw/(70)8d NAILS as 565 RT7ARd(10)Bd NAILS 515 585 FRAME TO H1DAw/(18)10dx,,2" 1015 1040 RT,6Aw1(/7)10d x 117 &95 1020 © FRAME H10A2w/(18)10dxl 17AT2PLYTRUSSE8 $30 logo RT16.2w/(16)100xl MrAT2PLYTRUSSES 935 1060 OFPAMETO MTS12w/114)l0dx112'IAT IXTERIOR 8B5 990 MTV72w1(14)10x 117(AT EXTERIOR 1005 1196 FRAME LOCATION INCLUDE TJ 1Id TOENAIL LOCATION INCLUDE(3)12d TOENAILS ®FRAMETO MGT w422)10dNNLS AND 54"ALR-w/12 3JS0 9865 MUGT14w/(2B)1WNNLSAND5S'AT.R.wI 3330 H95 MASONRY EMSEDMENTW/SIMPSON"SET-EPDXY 12 EMBEDMENT WI SIMPSON"SET' EPDXY FRAME TO HT820w/(24)10dx1171AT IXTERIOR HfW20 w/(24)1Wx117 (AT EXTERIOR ins IBM F O FRAME LOCATIONINCLUDE(3)12d TOENAILS 1245 13t0 LOCATIONINCLUDE(3)l2d TOENAILS FRAME10 (2)HTS20Wl(4S)lOdX l V "(ATEXTERIOR (2)HTW20w/(48)I0dx117(ATEXTERIOR 2570 3080 t © FRAME LOCATIONINCLUDE(6)l2d TOENAILS 2WW 2820 LOCATION INCLUDE(6)12EITOENAILS (EA) HGT-2 W 06)IM NAILSAND(2) 50 AT.R HUGT2W(76)10d NrMLSAND(2)5l8'AT.H. © FRAME TO w/ 12 EMBEDMENT W/ SIMPSON "SET" 10690 W/ 12' EMBEDMENT WI SIMPSON "SET" 7020 97110 MASONRY EPDXY (HGT-3 FOR &.PLY) EPDXY (HUGTS FOR 3-PLY) OFRAMETO H FGTR w/(19)Wx 3"SDS WOOD SCREWS 3400 4725 RFUS W/(12) W83 WOOD SCREWS AND 7100 MASONRY AND (2) 112'x 7TTTEN HD ANCHOR BOLTS (4)104w x W WEDGESOLT (1) LGM wl (16)1Bd SINKERS Ji FRAMETO &(7)1/4"x 2-1/4'TITEN2 1760 2030 MASONRY ISEE NOTE#0 BELOW) ©2 FRAME TO MASONRY/ 12) LGT2 w/(32) Ted SINKERS &(14) 35p0.M 1/4" x 219' TITEN(2 PLY TRUSS) 4080.M (2) 1-UOT2 w/(32) 16d SINKERS &(10) 1M'zY WEDGE-BOLT(2 PLY TRUSS) 3t00.M 31 DOW 3WG-F 3770-F 3100-F 4520-F FRAME OR (28)16d SINKERS FOR FRAME (EA) OR (92)iM 81NIV=R3 FOR FRAME TEA) J3 FRAMETO MASONRY/ {1 LGT3 wi(M)1/4"x3'BDS SCREWS 4730-M &(8) 318" x 5'TITEN(2 PLY TRUSS) 6570-M (2) WGT3W(24) 1l4"x21/2°W825 SCREWS&(4)3/8'xS'WB(2PLYTRUSSI 8480.M 7060M 5010� � SggD-F T/,DF FRAME OR (52)18d SINKERS FOR FRAME (EA) OR IN)1M SINKERS FOR FRAME (EA) (4EI1MT0 HU4/0 OPT HUC410 w/ (18) l6d & (10) I0d GN2680 HD410 CPT HD41MF d (20) 1 W & (10) 1 W (M080 O BEAM NAILS U41S96 NAILS w950 TO HU410 OPT HUC410.W/(18) TTEN amoo HD410 OPT 1104101F wl(20) 114"x 8' G#3355 ©BEAM MASONRY lie 3/4"&(10)10d NAILS U#1800 WEDGE -BOLT &(10)iM NAILS W850 BEAMTO HLMB OPT HU040 W/(0)10d NAILS& G01540 G#3000. HD46 OPT HU46 w/(8)7M NABS& W1625 G12015 L2 MASONRY/ (12) 1M- x 2314'TITEN(TO IAN%) U#980 UJIM5 (1211/4"x 2 Xr TAPCONS(TO MASJ U#1030 UN850 FRAME I OR (12)1Od & (0)10d (FOR FRANS) SYP-F SYP-M OR (12)1Sd & (8)1 W (FOR FRAME) SYRF SYP-N1 ®FRAMETO 12) HETAIS OPT (2)HETA20 1-PLY wl(10) 10d x 117 OR 1920 1920 (2) HTAI6 OPT (2) HTAM 7-PLY w/I10)iW x112'OR 1870 MASONRY 2-PLY w/(12),M 23% 2385 241LYw/(12)/5d 2430 HTSMI6 W/(8)iW NAILS AND (4) lWx219" SM 1110 HTWM16 w/(RHOd NABS AND (4) 114NI 3W 710 1225 TANS WEDGESOLT OFRAMETO MASONRY HTSMMW(I O)IW NAILS AND (4) IM'x21/4" NS 1110 OR w/(10)1W NAILS AND (411M"l 3/4' TAPOON9 WEDGE -BOLT 1145 1225 OPRAMETO P H10Sw/(8)8dx117NAILSAND(2)318"x4" 78D 810 MASONRY TITAN HD DTT2Z1Y/(0) IWO 1/2-SDS WOOD DTB-TZ wl(a)1/4" XI 12' WS15 WOW O FRAMETO SEWS AND 1) VPO AIR. EPDXIED w/ 18W 2146 SCREWSANO(1)1/20ATAEPDXIEDwI. 1510 1836 MASONRY SIMPSON BET' (SEE NOTE 04) SIMPSON "9ET" (SEE NOTE 414) HTT5 w/(26) 16d x217 NAILS AND (1) SW 0 HTT45 w/(26) 1 Od x217 NAILS AND (1) ROFRAMETO ATM. EPDXIED wl 43'76 MW 518'B AT.R. EPDXIED wl SIMPSON - 6005 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) HTT4wl(18)16dx217 NAILS AND (1) 5/8'0 HTT45 w/(18) 10dx212'NAILSAND(1) O FRAME TO AT.R. EPDXIED w/SIMPSON -SET" 3640 4235 SIS'S A.T.R. EPDXIED W/SIMPSON"SET" - 416D MASONRY (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) TOFRAME TO H703 w1(24)10d z112"NAILS 785 910 Ll1GT1 w/(23)8d .1 Ire NAILS 875 1045 FRAME PRAME TO HM9KT w/ (4) 1M'xl I7 SDS WOOD 780 760 RTI BM Ed (9) 1 M x 117 NAILS 1395 7395 MASONRY OO SCREWS & Is) 1/4-x21/4'TAPNS (4)lWx I Y4"TAPCONS FRAME TO va w/(16) 1M'tdF SOS WOOD SCREWS& -SET` MASONRY (1)5/20 A.T.R. EPDXIED w/SIMPSON 35M 4940 w/ 12" MIN. EMBEDMENT FRAMETO (2) VGTWI(32) IMW SDS WOOD SCREWS O MASONRY 9(2) WrOA.T.R. EPDXIED WI SIMPSON $170 7188 'SET"" 12 MIN. EMBEDMENT FRAMETO VGT wI (16)1M"x3' SOS WOOD SCREWS & MIIGTi 5,d (22)1 WNAILS HTT45 wl (18) O FRAME HDU4SDS25 wl(10) V4`)Q 1/2" SDS WOOD was4 5% so 1W NAILS&(1)1)&B"e A.T.R. - 4160 SCREWS&(1)5/8'BAT.R. OFRAME TO U) HIRE w/ (62) IWx217 NAILS & 4 375 5080. 0 HTT45 W (52) 16dW 17 NAILS - 5005 FRAME (1) STIES A.T.R. (SEE. NOTE N) &(1)S/B"B AT.R.(SEE NOMN) OFNFRGI f!MINC(TORNMF9. 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/BEAMS w/(2)MTOENAILS. Z ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.0ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES. SCAB ON FULL HEIGHT SYP 012'x4" TO TRUSS VERTICAL WEB W/ (2) ROWS OF 10d NAILS 020.C. STAGGERED. S. I2 MIN. A.T.R. EMBEDMENT Q CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w/4'-0"2x SYP *2 CHORD LUMBER SIZE) W/(2)ROWS IW@4"FROM END &4"O.C. STAGGERED: CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. GO MINIMAL CONNECTOR UNO ON FRAMING PLAN 1, CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRYWALLW LINTELS/ICFWALLS LINO ON PLAN Z CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F0121S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRY WALLSBCF WALLS&INTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 320.0 MAX. W(2) AT EACH CORNER. GC. TO VERIFY LOCATION DOES NOT CONFLICT wrrJI QF APPLICABLE) LAYOUT 5, CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLIBEAMS d(2)12d TONAILS O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. .CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FORALL TRUSSES TOINTERIORIEXTERK)R BEARING WOOD WALLS ANDIOR SEMIS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16"OBBON PRE-ENGINEERED WOOD TRUSSES AT 2'-0- D.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" DEB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END, THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO PA B MITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEWOF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT A0V1EEDaANO THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S4 C.M.U. OR ICF WALL SEE TYP,WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECURE7-CHANNEL @ 12" O.C. 0 FILE ETAL DRIP EDGE x SUB -FASCIA VINYL G.C. SHALL VERIFY SOFFIT MATERIAL E1PACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CL�DING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" ♦♦%' S p ♦ Eg "-I ! !!!e '. '♦ QJ�O 1'g .' JF 6 a �W UQ- i Z r rrr � ••° hP �.' tjl.A° I Q �• F `.Q.• �V`.4 12 t 15 E E N (j @ `M y W C E U E _ u w.; agr F- m uJto� Do 5 U yOY q� G cm o 9) I m. N � D MS HOMES c L m 'v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 t DIVISION LOCATION: v PORT ST. LUCIE v W VI Job Information: S. a 0 w aJ NO m 9 C a1 . 1 W H0.. ur) D -� i >O) Ly a�i c"n m 0) ti m J 1- CU m ti ec I j LID t4. N J W V I (1I N V Model � Name /Number: Plan Issue Date: d Friday, September 25, 2020 KA PROJECT NUMBER: 20-6602 s Sheet: Of Nee Sb OF PLAN B e —TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(5) -10d X 11/2 See OR SP8 FOR 2X8 AND 2X8 WALLS J _ G G DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 POP MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. t W/1 #5 REBAR VERr. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 1' S. C.M.U. 2'X42SYP/SPFP.T. W/ (3) 1/2' X 8" "J" BOLTS OR (3)1/2' X e' EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR lr (8)27/8"HILTITIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO FRAME (EXT/BRG/SHEAR) WALL TO N.T.& MS03 Annennl OV nnNl NILinTln Nl nCTAII #5 REINF. 20' MIN. IAP BAR 13AR #4 REINFORCING T) BAR /e• #? & #4 1 AP SPLICE 1�" I 25" MIN. LAP #Fi STD. 90° HOOK #SEINFORCING BAR #5 I AP SPI ICE SCALE:I"-I'O" 38" MIN. LAP #8 REINFORCING BAR * GRADE 40 U.N.O. #6 ASP s`I I � MSO5 REBAR SPLICE DETAIL - GRADE 40 N-T.S- ATTACHMENT REQUIREMENTS SEE TAPCONS SPACING # ROWS 2x4 1/4". X 214- 12"O.C. 1 2 X e 1/4" X 2-A" 12' O.C. 2 2 x 8 1/4" X 2-4- 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OFWINDOW MANUFACTURER. :PRECAST_ .UNrEL (2) 2X P.T. SUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT NALER TO MASONRY i IF DOUBLE 2X NAILER IS USED, USE 114"X 4 1/2" TAPOONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL NS.S. UPITEL BEAM: 1 COURSE LINTEL BLOCK W/ 2 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT MIN, 25' LAP (ACI 530) 1011111111111111111 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL' FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO .. TOP OF SLAB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. r l ( A 1 f d 1 O LINTEL PLAN SCALE 1:` T" =1'-O" ALL ELEVATIONS GENERAL NOTES 1. AREAS OF BLOCK ASV, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. S" SEARING EA. END 4. - LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE UNTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE 15 ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F o MUTED WITH GROUT/U=UNRLIFD f✓FBAP ATTCP MIN. (1)R Q'D R=RECESSED M OF#5 /2 CLEAR EB4R# OTT ONVITYFUNTBL FO KNOCKOUT - LIONTERLOCK COURSE M F16-1B/1T } II L z ro GROAT OMINM1J QUANTITY OF WIDTH 0REBAR AT s "REBAR AT .BOTTOM OF NOMINAL TOP o UNTEL CAVITY IIEKBR--BOTTOM REINFORCING ib 'ACTUAL PROVIDED IN LINTEL (VARIES) NPF DFRIr;NATION 8' INAL WIDRI r;ENFRAI CONCRFTF 14 4+ MATERIALS C,FNEPAI INSTAIIATION NOTES 1. Pc pretest llntds_ ism pal. 1. Pmfoe NA maW MW eW bed joints. 2. f'c presdasead Ilmela =6000 psi. 2. Shore Alba anbd. ae required. 3. rdabi yr ASm C4]61'g = 3000 psi w/ 3. Vratalld.n of Ilmal must campy wen Uie amthtecluml and/e, at b aa�. dr.-i 4. mmdram 3/8° eggregde aM e'ta 11'.Mump. 4, U-Umela ere mrxdecwred eth 51/2' beg n0chea d the and. tc dea emX16te S. Cormrere masonry unlis (CMU)pa ASTM C90w/ wrSW call relNoming and gmutNg. m1, 'w red area compresalw amangth=lFCC PM. S. Ali lidala mad an exceedL/B80 wheel deflection, except lintels 17'4' am! 8. Reber per ASIMA61fi 0rede 60. expr we, a nanind helom d 8' meat a arced! LAW, Predmssbq seand per ASTM A416 grebe 6. Bottom held adead rebarto be beet"" at the boltan dime lintel cevrt. ]. 001°w mlemalal. i. 7/32' dlanrdM wire K.inw,ba we w oil b ale batten deal fa nmehmicN ancborail 7/32 wire Per ASTM A510. B. CastlAPlace Nammte met be PmAd W in ocmix aB# TiMei In lieu a ceXrete B: Marta per AMC2]0 type M orS. masonry unit; R. Safe load rdfng. based on id.mil design aneiwl. per ACI SUB aW ACI 530 10. R Ib- Pmd bk Appmwl No, 15&1 11. IN, exMda 340da of Iimeb InstallW In eatalor e=bete meeonry walla shei has a eb drg d S%bw applbd in accoMance whh AM C WE or othd appmwd coating. 12. Lintel. loaded BmuXenaauary wRh wdicel (graft and UPIM) said h Imnfd (Meral) secs anN AI 49 checked W cwblm towing whh #re foilowinK epualken: . IOU wNowi bee « Applied lxxUontel load LO @Ale wdlcd load Sea WMb" la W O O Od• F'�:7r: n. 10,701070 SRF6Q8/1T 8fBOB/1T ® CD go BRF14.18/S.T SKe.15/17• - © O8F201B/1T �'b' ' Q;' O 8RF22-iB/IT SF24.10/1T 0 0 `bS 81`28 113/1T 0 SF32 13/1T (TYP-) N � � m $'4j4 m I.L. $Y L o£ 5� a"�� a -Rmp� a�+�'n�"r8 y a � m FA PM m uL 113 U, w m 1, lu "Ep Zug i o g dr a$�P o 5 H S 00 WE.8y N d a n Epp p J nn a E9 S � I°-� "'�+ YNYW.FOSENG.COM ❑ 11 El m L N d $ 7 _ o Z N c 3 Q ��w�• �� � N 0. •-1 q E Z N REVIEWED FOR CODE COMPLIANCE? U — .W ST. LUCIE COUNTN g a DJ N C /� I/La� (� BOOC aj tT1�� � M ra U -9N j PRECAST °U" LINTEL W/ 30OOPSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WfM TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT 90 HOOK 1� li xooK STD. 90 DEGREE re B - • '. REBAR ON BOTH SIDES OF OPENING U.N.O. ANGLE 3000 P. CONC. W/1 #5 D FIESAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLD W/ (1) #8 BAR FOR ALL WINDOW OPENINGS W.T. AND LARGE 8" X.8" X 16" CMU U.N.O. 41 • .. SEE FOUNDATION PLAN SEE FOUNDATION FOR LOCATIONS PLAN MS01 I BLOCK WALL REINFORCEMENT f_ U b� Q N Ot1D DANI FiOeeIyMIyI��IyyIII�IIIBII1pSt D Am YIY9WOI�ii 'm FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 v DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: y N O h TYP. BOND BEAM 0 z N 8"x8"X1W K.O. LINTEL BLOCK F. a C LC) 04 FILL W/3OD0 P.S.I. CONC. W/1 #5 DIA. ,C N TYi. REBAR 2 \' INDICATES FILLED CELL FROM FTO. TO — 7 z J N U W 1,_BEAM a BAR N. 1 #5 0 _3 '�/^� �//'��.. a ,� coV I A,/ In LL J rn N♦ Model Name / Number: TYP. DOWE125' ♦ Plan Issue Date: MIN. LAP (ACI530) � Friday, September 25, 2020 m VI KA PROJECT NUMBER: 20-6602 x Z Sheet: S Of o i i fb F LINTEL PLAN 09 I J. �I SIMPSON HETA 16 EACH END SEE FLOOR PLAN FOR BEAM SPEC. yr }N' I oyV N ,ram . v1 . ry II „ „ c 0 I I p y 11 I' _0 4 II ,I 4 II 11 h J N N' i 11 C c v i o .I• a ttttlll 111 oI� OR 8 , ' � N yr • � a1 11 • 11• 11 � u-) O n 0 In NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS a DETAIL. UNLESS NOTED OTHERWISE •v_ Ii v 0 6 W CD21 ENTRY CMU COLUMN/BEAM s E E m� ti to ao gg ,Nd, Qp �m x to ik .��efl ��'�n O8 cQid 4Ji b tJL Lo O N qq Q �y C mB�L•Y "'��N Lj W '�° $ "w Q w €'IAND BLOWN -IN R-30 INSULATION PER FBC BMITTED WITH FORM VPROVIDE 0 a PERMITaA PLICATIONERGY BAFFLES Z i3R8 pj BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) 12 FI@ERGLA55 SHINGLES OR o s" �, m o flu � LL TILE ROOF ELEVATION) o'E £a F FBC AND ENERGY FORM SUBMITTED 1 12 WITH PERMIT APPLICATION SEE PLAN (PER OVER APPROVED UNDERLAYMENT ® o m p N U J PROVIDE BAFFLES AT PER FBCR 9OVER APA PRE ENGINEERED WOOD gag a Y' o <.. ''.. '... '...?. W SEE PLAN(FOR ENTED ATTICS)AYES RATED STRUCTURAL SHEATHING taw vrvm.wsEncUooM ❑ ❑ ❑ Rft- TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES Z „� FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) 1 FASTENED TO TRUSSES PER ROOF , , ' NAILING SCHEDULE) @ � OVER APPOVED UNDERLAYMENT ' PER FBCR 905.1.1 OVER APA 1 ---TRUSS ANCHOR (SEE PLAN) £ o PRE-ENG. WOOD RATED STRUCTURAL SHEATHING STRUCTURAL NOTES '— _' ' ' _ _ — - SEE PLAN FOR � BRG. HT. N (SEE TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF 1J2" DRYWALL— • •° NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • ETAL DRIP EDGE TRUSS PLATE N N TO BE INSTALLED Or! OUTSIDE 3/4" P.T. NAILER ; • r 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP 0 ////���, ``� l - FACE — - — - — - — - .R SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS CORNERS mill (3) 2X4 OR w W �' -2 4x4 w/ 2x4 POST UNDER EA E a ' tMETAL DRIP EDGE 1/2" DRYWALL CURTAIN NAILER 6 8 x 8 x 16 K.G. 1 x 4 P.T. ®WINDOWS ri LINTEL BLOCK ri 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NOACILED w/ 8d NAILS @ 6" U �O CONNECT ALL 2x STU 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. h O,H. W/ (1) #5 DIA. REBAR & SEE ELEV. 3000 PSI CONCRETE AND LATH WITH FINISH g m TO TOP PLATE WITH (4) 18d TOENAILS SOFFIT. SEE ARCH. x PRECAST "U" LINTEL u (TYP.) ALL SIDES o /f ` O (TYP.) FRAME FOR COP- \ O�. NETS FOR NON LOADt REVIEWED ry FOR 2 � o 3 � > PLANS SEE SCHEDULE u °v BEARING SIDES NAILED �- m „z x' _ ro '.. h 1/z"DRYWALL _ V !/v•°° v.°° o. CODE COMPLIANCE H �(. _. SEE PLAN FOR HEADER SIZE < w/ 16d NAILS @ 8" O.C. .N NNr c �� \ �a �wry� 1'j� /� w' S LUCIE COUNT N o o 1 . Q N o 0o aa;m A7 V V B V �/.0 ,� 15/32" OSB EXPOSURE i ON / \ 1 2" x 8" J-BOLTS (TYU COURSE HIGH A.F.F. � Q DAMS HOMES O.H. EXT. WALL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. (, e' (1) CENTERED EA. � CMU BASE FILLED W/ CONC SIDE W/2" WASHERS B o � , 1 -- - - -'- ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" NOTE: 44" MAX. SILL HGT. ON d� FILL CELL -(1) #5 DIA. (TYP.) W/ (4) VERTICAL RENT W/ 'lo PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. n ALL BEDROOM WINDOWS. n REAR W/ 3D00 PSI HOOKS INTO FTG & AT TOP = FLORIDA CONTRACTORS LICENSE NO. CRC1330140 NAILS AT 8" O.C. x CONC. ALL LOCATIONS OF COLUMN PLAN Al -AZ 3000 GULFBREEZE PARKWAY SHOWN ON FOUNDATION aGULFBREEZE, FLORIDA 32563 & FLOOR PLANS VINYL FRAMED WINDOW w/ SCREEN N r (G.C. TO VERIFY W/ FLOOR PLAN N DIVISION LOCATION: PORT ST. LUCIE LOCATION OF OPENINGS IN SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO P w/11-10d TO BEAM FOR BEAM SPEC. � Job Information: OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). & TO FRAME BELOW � NOTE; 44" MAX. SILL HGT. ON 1 VINYL FRAMED WINDOW c Q ALL BEDROOM WINDOWS. W/ SCREEN WINDOW STOOL PER SPECS „ FILE O PY COPY o PRECAST CONC SILL CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PAPER BACKED FOIL R-4.1 H C-926-98A INSULATION AT CMU BLOCK WALL N , r 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM EXTERIOR FINISH - m m MORE INFORMATION). SEE T013 SUBMITTED WITH PERMIT 1 (SEE ELEVATIONS) ' 1 p C 7 1/2" DRYWALL ON SHEET 6 APPLICATION o r` G LD FOR NAILING INFORMATION FOR SHEATHING. FTG. DOWEL #5 DIA. REAR 1 x 2 P.T FURRING 17" IN CONCRETE - 25" -� o w .2 OI i 1* R-13 INSULATION AT EXTERIOR WALL 1 x 4 P.T. EXTEND (ACI 530) ABOVE .r y � M WOOD FRAME WALL PER FBC P.T. 2X #2 SYR BASE PLATE SUBMITTED BASE NAILER SLAB. ALL LOCATIONS SHOWN 1 SIMPSON HETA20 m > +-• N AND ENERGY FORM w/ 1J4 x 8 A.B. x WOOD BASE ON FOUNDATION PLAN Al 1 Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO COLUMN �; 3 ;' D.C.T[TEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O. ER T 3 END W507 POST OR 4x4 POST W/ 2X4 UNDER m J N _ V m r�-• a MIN. 6" FROM -SEE WOOD BASE— FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR 1 EACH END OF 6EAM = t SEE FOUNDATION PLAN SLAB INFORMATION TOP OF SLAB — _ — _ — 2 X 4 P.T. PLATE J W d o O LO LL FOR SLAB INFORMATION TOP OF SLAB �_ NOTE: - �" .I m _ _ �* r . BOTTOM STRAPS MUST BE + Model Name/ Number: GRADE INSTALLED ON INSIDE OF L - L ' COLUMN. DO NOT BEND t GRADE w v STRAPS UNDER PLATE.PLACE :SEE PLAN FORPREBARS v IN LL - ° Cq a 'a v Plan Issue Date: CLEAN c `'� w i RE -BAR QUANTITIES U CELLS w/#5Id u (TYP.)4 COURSE HIGH CMU BASE g CLEAN EI) �� �; FILLED w/ CONC -SEE PLAN FOR FILL .. •.� >,+•'�� " SIZE. TOP OF COLUMN BASE - Friday, September 25, 2020 KA PROJECT NUMBER: SEE PLAN SEE FOUNDATION 2'-0" AFF g SEE FOUNDATION PLAN 16" PLAN v FOR FIG REQUIREMENTS 20-6602 Y NOTE DETAIL CD21 / 5-2 MAY BE SUBSITUTED FOR THIS DETAIL. UNLESS NOTED OTHERWISE T N Sheet: �_� Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=r-°" WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=l'-O" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. a TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED - PRE -CAST LINTEL 8" D BLOCK TIEBEAM W/(1) #5 REPAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE, MIN. 2 TITEN ANCHORS TO 2x8 6 N LINTEL (SEE PLAN) • 7/16" O.S.B. 2x8 W/ (3) 12d EA, SIDE TOENAILS EACH END a a m v N 2X SLK'G. /16" OSB W/ 6d TO O.S.B. NAILS @ 16" O.C. W/ 2 - 8d TO SIDE & TOP NAILER 0 EA. END '-Om a EDGE VIEW 2X4 SPF CONTINUOUS€ BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE m 0 2x BUCKS SEE MS11 FOR MORE INFO 0 L Y WINDOW OR DOOR OPN'G 3 `````oATr E % O E K WF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. _ Q� $6a _rn. 0 c +°s ue �• F L STRUCTURAL s°ORS sc\o SHEATHING °j��tl lfitlLiti cc a CLIP EACH TRUSS LL (SEE ROOF PLAN FOR TYPE) 0 FRAME OUT TO ` BLOCK EDGE K T E EXTERIOR SHEATHING ' E I i a ATTACHED PER NAILING' SCHEDULE TB13 ON U ' O SHEET 6 STUD ANCHORING: WOOD BEAM SEE ��— SIMPSON HUC410 OR (2) E ° g" 1- Lo # STUD TO TOP PLATE: PLAN FOR SIZE i , HUC210 R-19 INSULATION AT EXTERIOR SIMPSON SP4 �I TO BUILT-UP COLUMN .� WOOD FRAME WALL PER FBC I o s §a D m g AND ENERGY FORM SUBMITTED ; . "� SUPPORT COLUMN BUILT-UP MIN. WITH PERMIT APPLICATION 2 X 4 SPF '' /� v �� W arm a (WHEN EXTERIOR WALL IS AT 16" D.C.I (3) 2x4's OR 4x4 W/ (2)-lOd $w a A LL a ++ w NAILS @ 8" O.C, EACH PLY EXPOSED TO INTERIOR SPACE) y LL g P 0 ;a �S air I I� (SHOWN AS 4 x 4) IsQ Z=a < Z 2x4P.T . a ar H o I STUD TO BOT PLATE: I I (2) SIMPSON HETA20's F s W g m; ¢ 0 0 SIMPSON SP4 �� w/(12)-16d EA. TO COL.s%� ALT: (2) MSTAM36 STRAPS a.0 _ Z - a d a TYPICAL BLOCK ,: CENTERED w/ (13)-IOd NAILS o ,x' B e, L0 0 ij y LL LINTEL '�' •• WALL :. �� Ea TO COL. a 8 a ea Z a o j 1/2" X 8„ a, a .>? -W 0~ J NOTE: HOLD FRAMING 1/2" ANCHOR BOLT ".• TIE BEAM e IS .a ° VNh4.PDSEN000M BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH m 0 WITH BLOCK FACE 8" CMU WALL U1 r/�' Z 0 0 Z 0 Q C Z N c Q a �n WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"CD04 BN-T-S.EAM @ RAISED ENTRY MASONRY WALL g c z =1'-0" N I� • if 8 2x8 SYP #2 E L,00 TOP &BOTTOM v ATTACHED W/ wo (1) ROW 16d 2x6 SYP. #2 ° NAILS 16 O,C. RIPPED cJ s N E w " o r? EXT. OUT BEAM TO SUPPORT y _o w LAx -; m SIMPSON HUC410 o TRUSSES IF SPECIFIED ON PLAN m 1Ya." BOX HEADER DETAIL-- - 1 1'h 1 ' BUCKET SEE ROOF -- - y U * CRIPPLES MAY/MAY NOT BE PRESENT. PAN FOR MORE INFO ; < LN o IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION SEE ROOF PLAN ; a FOR BEAM SIZE iiiA7DAMSHOMES (1) JACK USED AT EA. SIDE Q EACH SIDE OF OPENING G.C. TO 2X BLK'G. W 2 -8d W/ 2 8 INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) ROW OF STAGGERED 100 (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 1,6 LAMINATIONS W/ (2) ROWS OF STAGGERED 151 5/8" x 8" EQUALY SPACED COMMON WIRE NAILS L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D-011 L-3-1/2°)OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACET ID = 0.162", L= 3 1/2") OR EQU AL PER SIDE INTO CMU AT JACK TO HEADER, NO BASE ED HEADERANCHOR I NAILED TO TOP PLATES ' ; &CONNECTION INFO 12 0 HEADER & JACK I ' ,/ (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NO.&SIZE OF ' ' /" - -- -- HEADERSIZE ' SEE FLOOR PLAN �— 9 3000 GULFBREEZE PARKWAY & GRADE RAFTER TIES FOR COLUMN SIZE & ; UPLIFT CONNECTOR (SEE SCHEDULE) a GULFBREEZE, FLORIDA 32563 EACH END BASE CONNECTION INFO - ---- -- ---- r SEE PLAN FOR (2) LSTA 30 DOUBLE 2"x4" TOPgj,�`y DIVISION LOCATION: BEAM SIZE 0 PT I O N A 1/2" GSB FLITCH PLATE OPTION B F 1L� c V g NDTFS, CONNECTOR REQUIRED REQ'DONLY WHEN INDICATED + PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 51/2' LAG SEE FLOOR PLAN FOR COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN 'x4" STUDS c@ 16" 0/C = OPPOSITE SIDES TRATHE ATLEACOLUMN, REFERSCREWS TO EQUAL ISPACE NOR SHOWN FOR S-PLY) (3)16d SEE PLAN yl . JDbInformation: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER ro NOS SECTION 1fi.3 FOR SP4 AT 2X CRIPPLES @ 16" O.C. SEE SCHEDULE CONNECTION INFO THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. % COMMON FOR WLL / 1 TYP)T W/ AND BOTTOM SP2 TYP. CRICKET AS REQUIRED 24" O.C. NAILS(HGTL I . TOP AND BOTTOM 2-ROWS 12d NAILS ' ` a WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED@ SECTION A -A - -- SCALE• 11 2" - 1'-0 g FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS •-i - REINFORCEMENT REQUIRED) •r. F.F. OVERHANG ,,• 71 ♦P�.• :N,. •:r CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" III HEADER . LOCATION © F /Frl' TO SIDE I TOP NAILER 2xW/(2) 16d TOENAILS ACH END TYP. • • is, Wis BOX HEADER EACH END HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE A END EA END EA END EA END LESS THAN 4' (1) (2) (1) 2) >4' BUT <9' (2) (3) (2) (2) 0'-0" - 16 3) (31 4 12" 0/C EACH / cN * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH STUD WRAPPED OVER @ 12" 0/C FOR 2 x 10 OR GREATER HEADER A A SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING O TOP PLATE &NAILED MIN 7/16" FASTENED TO TRUSSES W/ m TO HEADER EACH S[DE FILL ALL HOLES IN DOUBLE 2 x #2 SEE PLAN FOR -- - TOP OF BEAM 8d COMMON WIRE NAILS @ 4" O.C. 6" & 8" , ..- M, F - BOUNDARIES O/C EDGES STD S.Y.P. HEADER W/ - ROOF PLAN O.C. FIELD O 0)In 1/2" FLITCH PLATE a ,SEE FOR BEAM SIZE & R 19 INSULATION AT EXTERIOR m W N 0) m 10d NAILS @ HEADER. (U.N.O.) -CONNECTION INFO WOOD FRAME WALL PER FBC m \ fn +•" 9" O/C TYP. _ AND ENERGY FORM SUBMITTED / tV f0 nOD FILLING AND BLOCKING AS WITH PERMIT APPLICATION DOUBLE 2 X 4 REQUIRED FASTENED TO ( WHEN EXTERIOR WALL IS d. U - CRIPPLE STUD HEADER W/(2) ROWS SEE FLOOR PLAN FOR EXPOSED TO INTERIOR SPACE) - c d' O JLL.I Z) V �o TYPICAL (U.N.O.).) OF 12d @ UNLESS NOTEDSE NOTED OTHERWISE COLUMN SIZE &BASE SIMPSON SP1 @ EA. STUD r5 M '^ r Lo - CONNECTION INFO h J W v' v) � 2"x P.T. PLATE MAIN SPAN ROOF TRUSS 'N V Model Name/ Number: 2 z 4 STUDS TYP. 1/2" X 8" "J" BOLT SIMPSON HTT4 W/ (18) @ 24" O/C MAX UPLIFT OR vi CMU 16d NAILS &A 5/8" EXPANSION ANCHOR • B" x 8" x 16" K.O. SEE SCHEDULE ( ) 5 Plan Issue Date: W/ 6" EMBEDMENT U.N.O. o, BLOCK W/ 1 #5 CONT. OR 8 1/2" AT GARAGE ° ' - Friday, September 25, 2020 I�4G STEP DOWN CMU WALL g KA PROJECT NUMBER: * *HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T, BOT. PLATE :•.•:r •. EE FOUNDATION s 20-6602 WALLS WITHOUT UPLIFT PLAN FOR MORE INFO NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WINDOW OR DOOR OPN'G _AS o Sheet: S�V Of: �v{ MS18 RETROFIT WALL OVERHANG DETAIL INTs. WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WFO9 WALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT N.T.S. WF42 KNEEWALL ABOVE MASONRY WALL 3/a"=ro" TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 45° - - MINIMUM 2"x4" CROSS BRACING i (SEE PLAN FOR, j ' LOCATION) BLOCKING 1 1 ' I � N 1 , m I , am 1 - 6 ' ' , m I (3) 12d PER JOINT I � Y CONTINUOUS LATERAL BRACING- ' NAIL OVER X43RACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR SYP m H CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING w/ (3) 12d @ EACH TRUSS WEB a m I m TB01 TYPICAL CROSS BRACING DETAIL N.T•s T11302 TYPICAL CROSS BRACING DETAIL N m 0 m t BLOCKING AT TFpP. PROVIDE 2X4 MIN. CENTER LINE OF HIP/RIDGE, TYP. �� � a •• BETWEEN TRUSSES W/ (2) 12D E • �, `QP�U� NAILS EACH END TO TRUSS TOP = IW 6N CHORD L * OF 3 A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING r v 5 WOOD TRUSSES AT LEAST ONE TRUSSTRUCTURA6" OVERLAP a �i A ,,���/i A ----- SHEATHING PACE ESS1 C ` G.T. ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 m 1i191i1� TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - -KHOF HIPPED TRUSS W/ a LL RUSSE SPAN FROM EXCEEDING P 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER T SIDE OR BOTH IF REQ'D) 5 (2) 12D NAILS MINIMUM (3) 12d T N E bmo UJ t0 - ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR * SYP TRUSS BRACING m 6 SEE SPACED AT 10'-0" MAX g m m PLAN 8 w N 00 gA f L0 00 ik 18`g 2X4 BLOCKING) ppm LL r LL HIP TRUSS BETWEEN TRUSSES �N a� t" a SECT+O� a LLI W ¢ 3 0 o TB03 HIP RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. .� € m m 009 m O W o W��0] c d] w e2 ILZ N ( Q G d oU) a W 2 n OV °dAE F J N .TDSENG.COM ❑ ❑ ❑ o� (D Z m O f Z O N Z a" TRUSS NOTES: J 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 G 2 LO ~ (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT 0 LO Z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OFANY (/w., 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. w g SPECIFIED BY THE TRUSS MANUFACTURER ALL m O 2. ALL BRACING IDB,CB•BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING E A TRUSS MANUF-SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" LATERAL BRACING SPECIFIED BY O.C. MAXIMUM- 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 3. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT u w C U4�tl. ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. �m Ln Tv� SEE TYP. TRUSS BLOCKING DETAILS SHEATHING 3T04TRUSSr2x4 AS SHOWN c t- p 10[LT OQ NATEc TRUSS SPACES DIRECTION D FOR �g Q N o ""ODE COMPLIANCE � DAMS HOMES - RUS � m VERTICAL SCAB 2%6 #2 SPF 48" O.C. • ' bP I+UCIE COUNTIo a W/ (4) 12d TOP & BOTTOM OR HE SEE TRUSS (2)-1 NAILS SOD SSEOWJ N TO EA TRUSS S B a m FLORIDA CONTRACTORS LICENSE NO CRC1330146 OR HCLR/LL IN PLACE OF (4) C I30�✓C REQUIRED @ RAFTERS GREATER THAN &' W 3000 GULFBREEZE PARKWAY DOUB E SEE STRUCTURAL NOTES AND NAILING m GULFBREEZE, FLORIDA 32563 SEE PLAN oueLE TOP PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PREENG. TRUSS SECTION B-B 2x STUD WALL VARIES w ROOF SLOPE .•� ,• . PORT ST. LUCIE SEE PLAN ♦ Job Information: CGNV. FRAMED RIDGE \ \ / / / MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 92 (4)12d WHEN IT LANDS SPF 4W O.C. W/ (4) 12d \ 2X4 SPF BLOCKING \ \ BETWEEN TRUSSES / / {,, •�' NEXT TO PRE-ENG. TRUSS . NAILED @EACH 2x8 BLKITOP &BOTTOM OR H5 OR NG \ \ @ 48" O.C. MAX. 'a SIDE w/ 2d NAILS WHEN HCLR/LL IN PLACE OF (4)12d (3)1 REQUIRED w/ (2) MT512'S REQUIRED @RAFTERS GREATER \ / N B THAN B'^ THANW-0 \ 2x4 SPF BRACE m @ 48" O.C. - NAIL w/(4) \ COLLAR TIE \ 12d AT EACH END & `9 EVERY M \ \ ALTERNATE DIRECTION 14O sHEATHIN RAFTER \ \ UTS 2X4 BLOCKING BETWEEN CB BEVEL CUTS(OPTIONAL) OPTIONAL TRUSSES W/ (2) 12d NAILS ( ) ® EACH END, COM. EACH BAY B TS 2X4 SPF W/ (2J #TX31/2" / / TRUSSES .o p � ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. / / SEE PLAN / / E C M BLOCIdNG PRE-ENG.TRUSS \ / / > C4 NU CONT. ROOF SHEATHING AT TRUSS TOP \ / / 3 STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. m SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / J w e 2X4 P.T. BLOCKING BETWEEN DIAGONAL 2x8 #2 5YP RIDGE BEAM TRUSSES W/ (2}12d NAILS @ " (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING $ LLo LL2 EACH END AT 8_ 8 MAX 2x6 RAFTERS @ 2'-O^O.C. \ /\ / BETWEEN TRUSSES Y v N Model Name/ Number: MAX. W/(3) 12d COMMON BEAM @24" O.C. MAX.W/ / \ WALL BELOW TOENAILS TO RIDGE 2X4 RAFTERS FOR SPANS LESS THAN \ (3)12d EA. END (TYP.) / \ (SEE PLANS FOR TYPE) 4 Fr @ 2'-0' O.C. MAX W / (3) 10D CONC� MASONRY SEE PLAN COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL WOOD .5 ♦ Plan G T&BCHORD BEARING SUPPORT 1/2" SPACE o � TYP. WOOD TRUSS BLOCKING AA ALTERNATE BLOCKING 9 Friday, September 25, 2020 day, September ♦ KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION y V 20�c02 Y 2x4 S.Y.P. @ 16" O.C. n o Sheet: Of: N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r,s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.s. ROOF FRAMING Q AND BRACING DETAILS MadmumFasenerBpadg Wall Framing; It KHead arldsill). #2 SWUOVI'mallir q" @" 9 ®• 8" 4 .i J�.V� A THERMA-TRU INSTALLATION ������������������� IOr Beoer � SIIINne 1 I ' � � #10 x1-1/2" I KEY DIFFERENCES CHECK LIST #10 - -- Minim - $VewS Penmbon Rough openings are 1/4" smaller on each side and 1/4" smaller on the a s" s^ s s" — — — _ Glazing e�aa" '/6 header than standard Therma-Tru rough opening dimensions. awe " "" • flit--'' SEALANT U Use only a maximum Of 1/4" thick shims. -- - — Cross Section V iew NAIL SHINGLES W/ 110R 12 GAUGE ROOFING BS[eTla VIEW d ' • NAILS. 3/8" MIN HEADS.6 PER SHINGLE. HzdNd dw Predrill the jambs and headers using 1/8" drill bit. Predrilling R"atoe`" s increases structural performance. P�toeew � I Use only 2-1/2" wood screws (#8 and #10) when securing the pre Mmmum 7 tfz p hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for Shama R wood screws. aPo"a'' - — — -- -- F LIrl6_valLayby centering "roro k�T e/eriur Sheathing - "%Ads - else Vie�'%D�s 9 Ei w Be certain of the number and placement of all screws securing the frame i __ ertalnTeedwin Gump a} �a o ` ele•a"eflrg5 Irlgla `. �y"% ky BOAA y to the rough opening buck. Consult the architect or engineer of record u ecn ai toUr o"�` E`aaey�Pe o concerning fastening the buck to the rest of the building structure. �ut� �elge 6 AnG" acd Goujee Note." we sooddiRecommasfdthe are offl Mling,And/oiAllsMlly tepaBaridsNl;;nlasStatedIsA57N E117b07. NaWevel due to a n e e O u Rake 1¢Goa ve Nl pM7 codes and b11oft On, It Mh mined olrheae ttama. E CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT 6dorenst4ngylslWin", mheandnsnro "f"IpmpeimsfaNa7dn Me al Dnp q2" TDE lPr°3gjHISbI;dngynuntrduw,th¢buhblemtaomay epenedDav,orinsl_C butpiHsn7,'ra,th=_wrapto a OPENING SIDES AND HEADER- 'ootDauwnhm Embed each sliir�le r 6" of in a 2" Falge as fNotact the Wceks Prom sL a"*zs and other Jamxgp uu81 mnstnlR uI is vsplem centerline � v ** 1 X BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE ,valley ring� IT. , " 5' Stepi Measurer besire to apelkrg"silo"lout"Wrgerthan the willow sift tooth vertraky and horimm y I -yt. 28 You may wish to pleddR the installation holes In the On at this lane. � 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS Cut 2'DelegateduPpa saw 7" RG05.2.a.E DRIP EDGE. dW due Al de as ere not ayn a SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE or"Re°oiil$.Imaa SHINGLE EASE ROOFS. OVER AP TO ANU MITA MUM Step pieces to use in 6thfowa 7" PRWOSHINGLE ROOFS. GE AT A To u 4A MNMUM step 2 Ably a gaTerous bead d silks¢ W the backside d the mgmdig fak Ike ¢rough slliWne b sulfaatly MI all vows between the DOOR FRAME, 1 X P.T. BUCK STRIP AND HAVE A MINIMUM a oF,en76"rT FANEOePMGESSHALL1DFEND hn and the wait sheathing. a AND 3 i in o hom the The wlrltlmvHkbektl" °oIfiWC but If them labels lave been RONAMINSHEATHINGAL ,DRNxEDGEAEC VES HE ROOFAMNwa.M OF 21n. DRle EDGE AT EAVES Sap IRYtthe whdoW t0 the paling Malde"Bra OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. ' the shingles , overtherska end SHALL BE PERMITTED TO BE INSTALLED EITHER ranted, the glazingbed should ata0ys be to the Inside d the building, ¢awe about 1/2" OWR OR UNDER THE UNDERLAWFNIT. FINSTAI LED Nd•I edge is OVER THE DNDERIAYMENT, THERE SHALL 9EA V MINIMUM NM WIDTH OF ROOF CEMENT INSTALLED $IRp 4 Install sthklm under the sill, adjusting Item uThtll the 14$ B pgxrlo In the apenkig. Shims should be Fatalktl IsMm the stll evmy 2 feet. ®, or Elbowedge 3/4' Q 'J 1 6" 6" 6" 6"6n Cut shingle¢2° if rn back from .' If rro tldp edge is used. OVER THE DRIP maE FLANGE. URIP EWE SNAL SE The window should be badol ttmkretl In the opening with m mOR than q" a between the window and wall Pram `. MU IANICHLLY FASTENED A MAXIMUM a 121n ON s Garella#IOx1.l resew q°hantbe anewh the head, boUjambs. #111 n 3' 3 3" 3' `. valley centedlne .' CUTER. WHERE TFE Valid AS DETERMINED ut Winer ofthefin of sit arMl COORANCE WITH SECTION R30121.S IS 110 MPH �, \\III f!TV[C� as !!!! 6" 6" „ - Rep IIMall the remaining fast¢nCsmg"Incremats(mmthe WrrlaFscrews to the eclter of each M1mne member, Use are mat to over- (177 TERORTHE ND ��� ('`S 3^ 6 3'r 3^3" RIP ES HALLEIGH EXCEEDS 93 FEET 110,D5S mm), DRIP EOGEb SHALL BE tights the SI1ENaall pOII them through the fm. Also, make sure the SrfMrs go in straight antl do not muse the fr0lnw m tow. EXCEED $ FEET(i MECHANICALIY FASTFNEDAMG%FAUN OF4INCNEY E •• av cE Wall frig should be a mhltmum d #2 SprlmsTPOWFU, n `�' P N A On 6rr 6" 6 _ 6" 6" Fastamsshould be screws of suMent thto adikve l-3/B" aNMtre wetl and no le�thanllr hen edge dfmmin r SHINGLE INSTALLATION GUIDE1. •.Q�G _ Fasta9f nuanbties needed In mdl sNe dhameWarmleve o" 1 2 CO � •: ofF2ne Member So" lo' 20' 34' 4r I gin I oo" I oo' I 7e, I or w oo" o t + �0 Number of Fasteners 1 2 1 3 1 4. 1 5 1 6 7 0 9 1 to 1 11 1 12 1 33 —a — — — —Step 7 fiermlw elo nS slhcme Ile@¢ out" from anund the to and trepect for holes a weds. Use sgbme to Nl any voids. � � '• ,�(� Q•' SPACE SPACE Srep8 ifdesired, a foaminsulatia an be applied roue interim gap betweenthe window all wallframing. oappled,Msmu#beds r '• (W " EVENLY EVENLY ROOF CRICKET: r morJ ei,'Faxfl.>y6 ;-rFe�c+.nm, . P G MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED Step9 SlnW these wiMowsarerypiugy used in roomswgh high mdAure,k; hathnoms,tkrecommended tlhet the lrlerla gap y ''i�'9 i"• ar11 •S. ALL LEVEL VALLEY TEXTURED,PFINISH BEHINDthe window alM wall hmniWj also be with SN�re&W faded so as rntto interfere with the Installation IAND EXTENDINGA .6 ljl�F t0 `\\VET � wallboard,tll¢a pjmbetween LOCATIONS) MINIMILM Or 6'ABOVET5 /1 III ILII o — — — — — — — 6" X 6- H GALV. VERTICAL RISE OF FLASHING Shop t0 Once all construction cation IS complete, remove the bubble wrap from the Woe and outside of the W ndew. If necessary, dean his i) VERTICAL WALL FLASHING CONT. AT KNEEWALL blobs with a mild detergent all warm wated using asoft Cloth. Do LL• T ENTRY PLASTER ST SEALANT c `o. — ROor Failure to follow these procedures will void any and all warranties. SHINGLES aLD n 6" X 6• H GALV. FLASHI NG CONT. — a, GENERAL NOTE: 6" 6" 6a 6" 6" 6" FLASHING DETAILS 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. E C - m sin 6' 3" 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. os 1 �- m N N TO n 6" 6'r 3 6" "oRlz 3 SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. THIS DETAIL IS REQUIRED � m F ICOT m 6„ 6, „ 6„ . 6 NOTE: FLASHING AT ALL VERTICAL WALL INTERSECTIONS & ROOF CRICKETS. e Q 90 o.o g a LL LL WITH ROOF VALLEYS SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION m y O z SINGLE DOOR SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES AND CALL OUTS. S $ IImao a 6° srr FLASHING DETAIL AT CRICKET v av� a W 6" r 3" Product Approval Submittal Affidavit Way z 3 I gi z o 3" 3" a 6,r s„ 3" 3n / KNEEWALL INTERSECTION o sin 3" s" Building Address: Contractor:a s° 6' _ 6" 6" Building Permit: o Z� a s8LL e c a �_ o c Product Design Manufacture Model # Attachment Approval #'`° zT m "� _ Pressures Method Y �s 1 m r Vw✓w FDSFM1G COM c IJ ❑ SPACE SPACE EVENLY EVENLY INSTALLATION OF BUCK Reefing: DADE FL70o6.1 R-10 Ltd � v U ' ) ? B - - - 1st Choice COUNTY APE. IKO Industries, Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING 0 BUCK STRIPS - 2x (DEPTH OF W'DOW y"• NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. AND/OR SGD FRAME MIN.) GLUE STRIP W/ 3/8" MIN PENETRATION THRU SHEATHING \ V^r/ Z N 10 / ' ` Z m - - - - - w/ ADHESIVE SEALANT & SCREW w/ 3/16" 3 (�'/J x 3 1/2" PHILLIPS FLAT HD. "TAPCON" " SCREW MIN. 4" FROM END AND 16" C.C. • ROOFING VENTS" Z Poorlda Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, TYPICAL 2x BUCK ProdUGts IPC. "Off-rC a vent" " FL21580.1 R-1 0 1!T ro � s,r 8" 6" 6 N.T.S ROOFING UNDERLAYMENT: E � � W sin 3" " 3" 6r 3^ 6^ 3 ATTACHMENT UNDERLAYMENT SHALL BE APPLIED AND FL12328 RS INSTALLATION OF WINDOW 1st Choice p ODUKID SS LDLI G #30 ASPHALTO TURATED 0 GANIC T ATTACHED IN ACCORDANCE WITH o cI �� C to JIaJ 3" BUCK STRIPS • 1x4 (DEPTH o Ln ro 6' 6 OF WDW. FRAME MIN.) GLUE R905.1.1 2nd Choice n rLT 1 STRIP W/ADHESIVE SEALANT BLOCK LINTEL "• - Overhead Garage Doors: c $ F & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL - s DG �R DOUBLE DOOR W/ SIDELITES DOUBLE DOOR FLAT HD. "TAPCON" SCREW THRU ;' ; 53W5 1st Choice +30.0/-30.0 CLOPAY 2"x6" P.T. WOOD JAMB WITH FL16546.1 THE W'DOW FRAME INTO MASONRY " \ 16 x 7 "J" I — :N U tR � U o g C W a c r JAMB MIN. 4" FROM END AND MIN. +30.0/.32.0 CLOPAY 53W5 (5) 1/2" DIA, x 8" BOLTS FL15279.36 2nd Choice B X 7 c ¢ a c °D Qlm : 161, C.C. 1/8" SHIM SPACE Swing Doors: 3 d DAMS HOMES EXT. FINISH THERMA TRU CORP. GLAZED 1st Choice +67.0/67.o FIBERGLASSDOOR INSWING 2x BUCK ATTACHMENT T08EATTACHED FL20461.1 FINTE INTERSECTIONS DRIP EDGE WINDOW THERMA TRU-CORP. FLUSH TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.19 2nd Choice +67.0/-67.0 AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FLORIDA CONTRACTORS l CENSE N0. CRC1330146 OUTSWING 4 1 SEALANT BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM GENERAL CONTRACTOR TO COORIDATE W 3000 GULFBREEZE PARKWAY BACK OF JAMB TOP & BaTroM of INTERsecnorls AND MIN.1s" o.c. SPACING AND SIZE OF TAPCONS w/ WINDOW THEREAFTER. (TYPICAL ALL 4SIDES) GULFBREEZE, FLORIDA 32563 MANAFACTURER'S SPECIFICATIONS Siding: TYPICAL MASONRY OPENING OFING 1st Choice +0/-146.3 TheTapcoGroup 7- Staggered INSTALLANAILS IVYOLONGSTERNERS ARE GALVANIZED STEEL WITHI/S"DIA. SHANKS&3/8 DIA. FL20403.17 v DIVISION LOCATION: PORT ST. LUCIE Shakes SHALL BE BEYOND ALL DRESSINGAT 10" D.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. WINDOW I N STAL LAT I 0 N N.T.S N A N A 4 Job Information: Windows: 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON 1st Choice +40/-50 MI WINDOWS Si Ie Hung (fin) ANCHOR WITH MIN, 1i6" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.1 R9 LOCATION OF BARRIER TO BE 1'-Oq1 3540 SERIES HOLES NOT DESIGNATEDFOLTH. TO IDE 5/8NSHOULD EMBED. INTO WOOD SUCK. FL 17676.8 R9 +40/-50 MI WINDOWS Single Hung (flange) FOR w IN FRONT OF MECH. OR APP. WHEN REQUIRED NSTAILLATION THROUGHIO2x BUCK USE #8 WOOD SCREW OFBUCK. /z MIN. EMBEDMENT 3540SERIES +50.0 50.0 MI WINDOWS SUFFIEM LENGTH TO ACHIEVE 1 "INCH MINIMUM EMBEDMENT FL18644.3 R3 / r \ �Fh �.yN Picture window '�}((r[}I} FRAME IN WOOD SUBSTRATE. 18 WOOD SCREW uy O BY OTHERS Mullions: m 1— 4" DIA. CONCRETE SHEATHING iinls M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE 185041 1st Choice MI WINDOWS Mullion v 0 Z 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A BY OaHERs 1H FILLED PVC. PIPE. -., M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 c ° CAULK BETWEEN EDGE DISTANCE a w P FIN &SHEATHING Fixed Glass: 2 � N � o ° 0 TOP OF SLAB 3/40 MIN, EDGE EaX.TERIOR +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 DISTANCE 1st Choice WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS m 3 J - FINISH. iYi °" " " 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BY OTHERS BE FILLED W/ SCREWS OF SUFFICIENT s O LJJ d' #8 LTH. TO PROVIDE s LO ° PITH 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. r•y•\ti J W 1/4" MAX. Model Name /Number: THERS SHIM SPACE Soffit: °N _ _ _ _ _ _ BY O 1st Choice +55.0/35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN F IT VINYL I DIRECTION OF SOFFIT LFMM FL16503.4 R-3 DIP Z 1 I ° 0.4• WINDOW I HEIGHT.. Hurricane Panels: '5 Plan Issue Date: (° Ir - W ° I 1611 MIN. DIAMETER 46 PSF EXT HURRICANE STORM Galvanized DIRECT MOUNT. TOP o/A"-20 MALE PANELMATE W/ FL16293.1 / PANEL MFG. INC. WINGNUTS AT 12JA" O.C. BOTTOM 1/4"-20 SIDEWALK a6 PSF wr. steel stsrro Friday, September 25, 2020 KAPROJECT NUMBER: EXTERIIpR.: BOLT w/ POWERS CALK-INDo INTERIOR Panels CONCRETE FOOTING I have reviewed the above components of cladding and have approved their s 20-6602 use in the structure. (Architect or Engineer of record) Sheet: �_� Of: PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING Name: Carl A. Brown Certification Number: FI. # 56126 , o 1 Name: TODD M. BORN Certification Number: FI. # 82126 MATERIAL N.T.S. WINDOW INSTALLATION N.T.S Name: Luis Pablo Torres Certification Number: FI. # 87864 °0 8 REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS ' NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE SELF -ADHERED FLASHING 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 weatherresistant exterior wall envelope. The exterior WEATHER WINDOW UNIT wall envelope shall Include flashing as described In Section R703A- A water -resistive barrier Is described as a-- �RESISITIVE material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior BARRIER WOOD FRAME CONSTR. SLOPE covering from further intruding Into the exterior wall assembly. An exterior wall covering is described as a material or TAPE s EXTERIOR BYLAPPIN DO FLASHING 3/4"-1"BEAD OF CONSTR. SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls }or the u SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in p rywse of providing a wealtherreslstive barrier, Insulation, or for aesthotlets, including but not limited to, veneers, siding, exterior insulation and finish systems, OVER RIM JOIST AND UP THRESHOLD S DOOR AND RETURN (0,6 Cm : 30.5 Cm) WALL BY 61N. UP JAMB 6. USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and embellishments such as comlees, soffits, and fascias.� OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No, 15 asphaltfelt, free from holes and breaks, complying with ASTM D226 WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior wells. Such TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches u RESI5ITIVE CEMT. FIN. ' BARRIER SEAL TOPS OF JOISTS f ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 rum). where joints occur, felt shell he lapped not less than 6 inches (152 rum). The felt or other approved material w shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the SEDER DECKING o (SEE DETAIL DECKING Ireseuaiawri"owi SUBFLOOR requirements of the exterior wall envelope as described in Section R703.1. a SELF -ADHERED FLASHING = I R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based m WIRE LATH sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of w HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions Grade D paper. The individual layers shall be installed Independently such that each layer provides a separate 1. Cut, fold up & temporarily secure weather RIM JOIST resistive barrier above header to allowfor flashing installation Refer to the number marked as ®in each detail that corresponds to the barter Is d plane and any Gashing (installed In accordance with Section R703A) intended to drain to the water resistive r barter Is directed between the layers. � 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: 5 resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to 3. Fold weather resistive barrier back over head flashing and O O 2. Install flashing and weather resistive barrier t0 form water shedding laps or greater than that of 60-minute Grade D paper and Is separated from the stucco by an Intervening, substantially seal with tape 2 2 1 3. Self -adhered flashing Can be substituted for building paper nonwatef-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved aarrosion-resistant }lashing shall be applied shingle -fusion In a manner to prevent entry of Scale: NTS embedded in the adhesive layer) - for ease of installation and to minimize water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW WPM W p 02 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER W PO 3 scoring cues used as fleshing shall comply with AAMA 711. All exterior fenestration products shell be sealed at the Juncture with the v FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expanslon and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. m Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the 5 EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: EXTERIOR SHEATHING 3/4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows 3 N�f1 +t►rrr., -i� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. An le of corner ma van , ad USt f0ldin Of the flashin aCCOrdin I t0 fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the R FIE °f THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING g y y j g g g y exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. r UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner Mechanically attached flexible flasbings shall comply with AAMA 712. Flashing at exterior window and door openings .` ,.Qr�;•'- E °, REFER TO TECHNICAL (SEE DETAIL WOO 1) EOR EQUAL WEATHER PROOF CAULKING 8• Mechanically fasten as necessary shall be Installed In accordance with one or more of the following: Q \p 96N LETTER ON CHEMICAL SCORED COMPATIBILITY + RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed in the (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where " : -1 Qr SELF -ADHERED SELF -ADHERED FLASHING, �'� , RELEASE PAPER TO EXPOSE flashing instructions or details are not provided, pen flashing shall be Installed at the sill of exterior window and g OF ' EXTEND A MINIMUM 6" ADHESIVE As ssowR) FLASHING VERTICALLY FROM door openinge. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface Of the g „ •X '. BOTTOM OF exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall ,r THRESHOLD n id A F L O¢ • J '� + MECHANICALLY FASTEN AS Incorporate flashing or protection at the and sides. c �0 1' • • •.•• 1� `� z ' NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. SECTION -A SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. c , (SEE DETAIL WP02) �O SELF -ADHERED A---� 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or �i p FLASHING O ��\i PMA/AAMA/WDMA 400. o u` 2 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both v I SELF -ADHERED FLASHING - cJ sides under stucco copings. $' NAILING FLANGE 4 3. Under and at the ends of masonry, wood or metal copings and sills. E 2 SEAL TOPS OF JOISTS 1 6 4. Continuously above all projecting wood trim. E a DO NOT FLASH OVER - UNDER DECKING 1O gg� g N iS FBOTTOM LANGE NAILING 8 (SEE DETAIL WP07) 2 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. g $g N Do 6. At wall and roof intersections. 3 R SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING . HALF ROUND WINDOW W PO4 EXTERIOR DOOR WITH DECK W P 05 INSIDE CORNER W P06 7. At built -In gutters. a m e m m a 8$� o Q�10'.R ui T m a z SELF ADHERED FLASHING r_ g s fl a s¢j'm R" O O DECK PROTECTOR • 1i b "s •e m SHEATHING ai 2 d 7/8' Cement Plaster � ~ 7/8" Cement Plaster a fl sg � �� B o a ASTMC926 ASTMM26ce wtth s § o in accordance with o E R2 a o w _ - SELF-ADHEREDWVNJ.RISENG.COM ❑ El El FLASHING PATCH Felt backed metal N Felt backed metal lathe in accordance SELF -ADHERED FLASHINGwith ASTMC1063 lathe in accordance � 1 UI with ASTMC7063 T /' `\ Z o WO O DECK PROTECTOR Building Paper Building Paper Z 3 a' 7/16" O.S.B. {s. 7/16" O.S.B. v a m Sheathing sheathing =_ a � � Z m DOU SINGLE JOISBLE Metal Keep top edge �V) 0 J JOIST Flashing w a SELF -ADHERED FLASHING - ,. ' � � � V�W✓/ � LL SELF -ADHERED FLASHING 1 Of wasp Screed b 2" below top of a. 31/2" block E bl k V 2 Unperforated w g Seri 3^MIN Fle gel/8" _ _ Vulcum o �L 4 Weep Screed joint only bottomcauk �rt3 U E O5 Maintain Metal Flashing p r O q j ' WeeBottpm of Screed 3-1/2" Unperforated SELF -ADHERED FLASHING \ /� / []07 SELF -ADHERED FLASHING W P O O APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W PO p \H0.8362x;DECK JOIST V �/ r" OUTSIDE CORNER Q ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/Y" t4 2" Flange 7/8" Weep Screed ' c m s o INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1/2" Cementitious Q N Sheathing Decorative Finish A DAMS HOMES 0 ,o•• • o, All inside and '' -- -- - -- - - Outside Comer will v FLORIDA CONTRACTORS LICENSE NO. CRC1380146 EXTERIOR WINDOW UNIT need to be miter 3000 GULFBREEZE PARKWAY cut and caulked CEMT. FIN. Cement Plaster butt joints need tom v GULFBREEZE, FLORIDA 32563 in accordance °• ° ' becaulked using DIVISION LOCATION: BUILDING PAPER SLOPE SLOPE with ASTMC926 Vulcum caulk for all a. SLOPE 0.3 in : 12.0 in 0.3 in : 12.0 in over wood 2nd PORT ST. LUCI E 0.3 in: 12.0 in (0.6 cm : 30.5 cm) (0.6 cm: 30.5 cm) floor � Job Information: (0.6 cm : 30.5 cm) m SELF -ADHERED FLASHING a 8 WIRE LATH SELF -ADHERED FLASHING -- EXTERIOR N CEMT. FIN. O BUILDING PAPER - N WIRE LATH P kill4be COP n SELF -ADHERED FLASHING C `n 0 Block W WIRE LATH 21/2" Perforated ; ro "9• Flange 1/2" Weep > a `6 n°n BUILDING PAPER BUILDING PAPER ° Screed `t .. � 0)Cement Plaster over block Q J LV D EXTERIOR o 1stfloor J m U) (n WINDOW UNIT CEMT. FIN. Slab Install bottom Model Name / Number: edge of weep - screed 1" below F finish floor � V Plan Issue Date: N OPTIONAL DETAIL g Friday, September25, 2020 VI 3 3 O v KA PROJECT NUMBER: Note: The building paper and metal lath Y 20-6602 W P 0 SELF -ADHERED FLASHING W PTSELF-ADHERED FLASHING W P must be installed over the top of WEEP SCREED DETAIL Sheet: �� Of: CEMT. FIN SH W NDOW HING EAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL L the Weep Screed. SCALE: NOT TO SCALE a WATER PROOF 1181 DETAILS I 5" bath duct to roof cap w/ standard 70 cfm bath fan 1 1 .-11.1�1-��-;I-i..-i�11,11..�1.�1.1•, � 14x8 1w t-------------- --------- 245 i i(J 12x060 1 wcd 16x1 r i 7-F1 - 0 10x6 1wcd » 75 I 6.• 1 ---- r 12x6 1wc� 7" 140 , a 5� 9dF 14x8 1wcJ 235 W 18x24 f rag CHIN PC MOM wu� f 0 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 1wEd M * 18a - 71 10x6 Icd 6' 70 Y10x1 rag 5" bath duct to roof cap w/ standard 70 cfm bath fan —light 4 1wcd 10x6 1wc 60' ` 6---------+ -- lil 8" 10x10 rag 10x10 rag � WMULDW 10x6 1w Id 42X42 A/C SLAB 70 a BY BLDR MIN �,�, ° 2' FROM WALL sa 5 -Ar= - 4" dryer duct xr� to roof cap ----------- w/dryer vent box ------------------------�---1 1'-- -- ��1i15A11<JfGdi----• I ,l 3.0 TON W/10KW ®240V 1 PH ; I 18x13 plen 2204 rad I II I platform by 1 bldr scale : 1 /4"-1'0" ;' 1 I 1 Ell k 1 AREA CALCULAMONS We a tr- qo�L IMIi PAI li14 � a.ua�u�amF s•Ilar. V IEWED FOR OMPLIANI .-UCIE COUNT BOCC s oZS < O U � O � 0 C (� 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.