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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLII')ING SOIL APPLIED PESTICIDES, SHT N0: _TITLE ' v BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTPUCTION (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 COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-ALOR" 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. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR EN 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM THE 6", OR POLYPROPYLENE FIBERS FOR SLABS 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL A615M GRADE 40 U.N.O. REINFORCING FOR F00 REINFORCING SHALL BE POSITIVELY SUPPORTED USING ADDITIONAL CROSS -REINFORCING TIED TO LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY-TIEANCHOFIING EPDXY,. THEY MUST FIRST CONTACT THE ENGINEER 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 INMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. ENDS OF ALL TOP BARS OF BEAMS. ROUND CORNERS OR CORNER BARS WITH A 25' LAP PROVIDED EACH WAY. OR 11/2" TO FORM U.N.O. A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ ING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP 3Y TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY FOOTING REINFORCING. SPLICES. IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT OF RECORD FOR WRITTEN APPROVAL GAS PREVALENT AREAS, APPENDIX 7- OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) FBCR Ch. 34 ) NFPACONTROL BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (AC131J}14) BULL ING C NATIONAL ELECTRICAL CODES (NEC 2014) & CONCRETE SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION • 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 710 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: ITTHE INTENT THAT ALL WORK SHALL CONFORM TO THE. ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (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, EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSIONRESISTANT MATERIALS EXPANDETA EXPANDED METAL OR 1. HOLLOW LOAD BEARING UNITS SHALL BE NCRMA STRENGTH OF 1900 PSI (fm = 1500 PSI) 2. MORTAR SHALL BE',TYPE "S", CONFORMING TO A 3. COARSE GROUT SHALL CONFORM TO ASTM C476 OF 30DO PSI SLUMP 8" TO 11". CONTINUOUS M 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SH 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SH WHICH EVER IS LESS. REINFORCING SHALL BE P}µ{ACED 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL 7. GROUT STOPS SHALL BE PROVIDED BELOW BON GROUT INTO CELLS BELOW. THE USE OF FELT PAPER S. TEMPORARY BRACING AND SHORING OF WALL To 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS It. CONSOLIDATE AND RECONSOLIDATE GROUT POURS L WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE 3TM C27412A. WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. kLL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. kLL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, IN THE CENTER OFTHE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. MS05 ON LINTEL PLAN PAGE,UNLESS OTHERWISE NOTED ON THE DRAWINGS. BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF AS A STOP IS PROHIBITED. PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONS1131LITY OF THE CONTRACTOR SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS'"* FLOOR MIST*** LL/360 LL/180 LL/360. LL/360 1L/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMENTS:: WOVEN WIRE LATH SWOOD BE ATTACHED TO OOD SHEATHING WITH 11/1" I ONG. 11 GAGE NAILS HAVING A 7/16" HEAD, OR 7/8" LONG 16 GAGE STAPLES. SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY IREF. 2017 FRG R703.7.1T. R703.7.2 PLASTER. PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER PLASTERING W/ PORTLAND CEMENT NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. METAL LATH OR WIRE LATH AND SHALL BE *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED 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. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERSACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL. FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. " WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP T01" 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. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5, ALL EXPOSED WOOD OR WOOD IN CONTACT WI EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CO ACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILINGTTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. 5 PARALLAM COLUMNS 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb-- 2600 PSI GLULAM BEAMS: SP/SP 24FV LA YU P 1.7111 Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD 4C/4D, EXTERIOR OR CBS FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OS13 EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT). 20 50 10 NOTE. LL REDUCTIONS ARE ALLOWED PER CODE. BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMENTS: 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS o 6 TRUSS LAYOUT S-1 LINTEL PLAN v S-2 DETAILS S-3 DETAILS S-4 DETAILS a S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC 5 j1ty Entree OF?01 p,�eee P u w -K •: * O N LU ses pL•O�•' ' `e. see ' 7einuoao T. v v s o a w c s sslwA c NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD OL 10 (PSF) g 666E m g€ pp ppp fro g ib M03 9 iL PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PPESSIBUIRES 4 BOTTOM CHORD DL 5 (PSF) g � 9 "' W 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER .x W € B m a STRUCTURAL PLAN Y€'g 13 ai$s �. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING w �.� lu ggl m o ol '-UWE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. � � a � �, � LL Z'�N' c� c 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMENTS: �, a 0 e 5 a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) B a y 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) v g f3 YZI �_•' 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) ❑ ❑ ❑ $ _a ' THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. v ~ vrvmwsewccoH 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION.. LIBRARIES �^ 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 50 (PSF) L9 SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 10 (PSF) w Z AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) c Z N Z o AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (0 50 (PSF) I S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) CL �f SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) o. UPLIFT CONNECTORSVI FOOT NOTES E Z tv 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG f@ 4 N TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOR c . BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. E V w MORE INFO. Jum 0 c GENERAL NOTES: BUILDER NOTICE: _ `` ,,� FIELD REPAIR NOTES M Y .tr_. 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. ft Is the Intent of Designer/Erlglneer fls[ed In the tltleblock of these `o uU+ w ;I 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 '- v 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 as _ ii 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 #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to Is THE EPDXY FILLED HOLE. USER TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE )MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to 11 a N d m 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 commencement of any work. The Designer/Engineer are not 9 PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY C responsible for any plan errors, omissions,or misinterpretations P DURING BOND BEAM POUR. I CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to o DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/41, PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the c 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 'a CO STR ICTION MAY BE SUBSTITUTED WITH 1 SIMPSON MTSM16 TWIST STRAP W (4) 1A"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 4. MISSED LINTEL STRAPS FOR MASONRY N () / 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 a MASONRY AND (7),10d NAILS TO TRUSS FOR UPL FTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered 3000 GULFBREEZE PARKWAY TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER MISSED CONTRACTOR TO INSTALL (2) SIMPSON GAM10 w/ (a) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TffENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement r the Designer/Engineer without advanced - notification and approval by the Designer/Engneer. a GULFBREEZE, FLORIDA 32563 l 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. v NO MORE THAN ILO STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In accordance to the terms of the agreement. € DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE, CONTACT Job Inrmation: fo FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. a o MASTER REVISIONS N O DATE DESCRIPTION 7 m o O 7 O MES aw r 0 _x_ D .6 .Q) 0) Omiff ._ L M S H Of Northwest FloridaLO 00 hI NlI---NNN!!! z 0_5 U WLo 0 M, a _5 W o m � � 0`\-VTModel Name / Number: EVIWD OF 0UL REEZE PARKWAY GUL EEZE, FLORD ) 178000DE COMPLIAN ST. LUCIE COON", V Plan Issue fate: BOCC a Monday, iNovember 2, 2020 m KA PROJECT NUMBER: M10DEL 1780 20-7923 FILE COPY o Sheet: 1 Df tm c COVER SHEET 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 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 ® 50 (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.6 (+j 26.5 20 (-) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) 24.8 O (.) 27.1 (-) 31.1 s� (+) 23.4 (+) 23.4 300 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) ' 23.3 (-) 27.5 - 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. GRADE SEE PLAN N )' `r. (2) #5 REBAR FM01 SINGLE STORY FI'G REINF. SEE PLAN _F_F. #5 REBAR (*) SLOPE MAY VARY 2411 MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8. OPTIONAL CURB FORARIES MASONRY @ ELEV. 0'-O '- F.F.FF- - - W/(1)-#5BAR CONT. o ;); - , 2 STORY:2" REINF. N W 3 -#50COX NT.20" SEE PLAN ;r 16",• ., (2) # 5 REAR BEARING I 1/2" = 1'-0" FM02 SECTION @ GARAGE ', 1/2' = r-o" FM03 ITHICKENED EDGE 11/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE 2 STORY: 20" X 20" 4" CONIC, DRIVE W/ 1/2" EXP W 3 - #5 CONT. JOINTS 10' O.C. TYP. 18" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 2x BRG. WALL 2 STORY: 20' X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE PLAN EE PLAN w--- 4" 16" 4" 245 REBAR 8. FM11 STEP DOWN BRG. i/2"-vv FM12 STEP DOWNNOW = 1'-0" = V-O" SEE PLAN OPTIONAL CURB SLOPED GROUT W - SEEP LAN OR MASONRY AT TO DRAIN 4"x 4"X 18 o N TYP. SEC. ELEV, WITH CURB (1) 45 BAR CONT. �� (G.C. VERIFY) � BAR F.F. REINF. io . ,♦. _ (SEE PLAN) 2 #5 CONT. INSTALL LINING ` w ti 2 #5 BENT BARS W/ -'�x ' w w MIN. 25" LAP SPLICE MATERIALS PER m w FBC-R P2709.2 MUDDED FLR. 16" • �e SLOPED TO DRAIN #5CONT. MIN. 1/2"=ro" FM18 TYP. STEP FTG. DETAIL 1/z"=r-o" FM14 SECTION @ RECESS SHOWER ALTERNATE: REINF.'. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANITI7Y OD #5 X 25" X 25" p c CORNER BAR ONE ry E FOR EA. HORIZ. iv REBAR, TYP. U.N.O. 2) #5 REBAR A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3),-#5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/z"=i-0" FM23 TYP. MD PENETRATION 1/2"=1'-0 STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.). IN STEM WALL d 1 STORY d2 STORY b 1 STORY b 2 STORY 0'-0"-2%0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-8. >2'-0"3'-4" 10" 101. 20" 24" W/ (3) #5 BARS 674# 5`-4" >3'-4"-4'-0" 12" 121, 32" 32" W/(4)#5 BARS 845# 4'-0" >4'-0" - 5' 4" 16, 161, 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'.8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX F.C. d + " d " d SPACING (O.C.) W.W.M. TO BE TIED TO #6 CONL REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-O" n (1) 05 HORIZ. CONT. TIED TO EA. VERTICAL REINF. 8 + ,� RN GRADE 8' MIN. TO TOP OF STRIP FrG.. COMPACTED CLEAN FILL ' • e i,� ' IN MAX 12" LfFTS STRIP FTG. W/ QTY OF "MIN. COVER d REINF. PER SCHEDULE �F (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND VERT. F.C. ABV. PON. WALL WHEN STEM WALL EXCEEDS 4'-0' FlBERMESH CAN NOT BE USED AND PER PLAN SPACING #4TURN BARS ARE REQUIRED ® EACH FILLED CELL LOCATION. EACH BAR TO NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM ;#g 3AF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK �C. FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16' h + O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 6" TALL (TYPICAL ALL CORNERS) 6.IFSTEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. *SEE NOTE 5 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE ' PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NT$ GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ exe 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FlBERMESH/RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE. W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER- 14 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FrR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXr. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIORSLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O.ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS; FOUNDATION MAY HAVE TO BE STEPPED DOWN, G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 .ALL FOOTING SHALL BE MIN 12' BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2DOOPSF. FOOTING SCHEDULE MARK SIZE DEPOT REINFORCING GRAV" CAP. 16s FEE V-0" XCONT. 1'-0" 2 #5 E.W. B07, 20DO F2.0 2',0' X 2'-0' 1'4' 3 #5 E.W. BOT. 7200 F2.5 76" X 2'6" 1'-0" 3 #5 E.W. 807. 110DO F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. SOT. 156M F3.6 316" X 3.6" 1'-0" 4 #5 E.W. 80T. 21500 F4.0 D 4'O"X4'-0' it-W 5#5 E.W. 807. 2S000 F4.5 46". X4'6" VA" 5 #5 E.W. 801. moo F5.0 6'-0' X 5'-0" 1'A" 6 #5 E.W. BOT. 42600 F8.0 8'-0" X W-0' V-4' 7 #5 E.W. SOT. 61500 LEGEND Q - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 3" p �y TO SANITARY PLUMBING RISER SEWER 31'-0" 2•{j•• J'-B'/-V-4V OV J'1V 4N -V FM01 _�; 3.13 F2.5. 3.1 t ____ ry t�17,Ir 1 11 3X4 U II I TUB VERIFY I It SH_WR_ I IIDRAIN W ANUF, II N M Q ) W/C , I 1W„ 3'3" L 4'.3" 2'-3" SLOPE E 3.1 N I s C.J. Q _I I °P`0•1 I` R31 q ". (D lA , 4" N STEP DO 4" , ■ W , , LA , Q� 1 e♦ ih ysi ' o , , 7'-2'h" 2'-11'h" 3'-2" O Q , II 11 I rr, i i I II LHVAC II i it itTUB I ■ I io PROVIDE CHASE ■ ' FOR HVAC UNIT 11'A" , tp a D/W 1 I S' _ DBL. K ' ■ 3, 3.1 i) IWASH)... rn --4- ltt7=r- -- - - -, m -- ----� I - - - - --- - ---- STEP DOWN 4' ■ W.H. IIIIIIIII )IIIIIII) REFRIG. ------------ 10'-2„ C.J. (V0 C.J. -------- , ---- ti 1 t-------------------^ - ---FMOS1 (0 3.1 I STEP DOWN 4" 1 FM01 I i0 Q R 3.16'-4" 2-4" 7,-0" 2-4"-0.BIBB HOSE 1 I BARS t (2) #5 BARS IFM03 12" SQ. CMU COL. W/WIN I , W/IN EA. F.C. W/IN EA. F.C. I 3.1 (2) #5 VERT. GROUTED •"' - - - - - - - - - - ■ ■ ®®Kam MOW F2.5 .'-0" FOUNDATION PLAN SCALE: 1/4' =V-O" ELEVATION "A" FILE u 4OTOrr P .EN"s' 'G A . -k L OF ",cgs.'• y'A '• <) rr. O7 0 �rrE YTl9tl1t' ); W B c i g g F m n 00 y cLL §Wa m Ir g s" Its w'. m o LL a�gA� u tig 'III WWW.FDSEN6.CM ❑ ❑ ❑ z - o a z m w -C 0 io O w tame iL r _ ci - ry E F r�� 1 Q � om �.m FLORIDA CONTRACTORS LICENSE NO. CRC133Oi46 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: I ® _ o_ z c `"I i 'W ' I E o d 'S W D ' z 11 U) H�UDO o J Ld"I Ln o LL JmUi(i) m N Model Name /Number: 1780 Plan Issue Date: Monday, November 2, 2020 c � V KA PROJECT NUMBER: 20-7923 ZI Sheet: I� Of: R 3 FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1.780 x 3 5340 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,887 FIVAC CIRCUITS A/C ( AIR HANDLER & COMP-) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIReHIT CALCULATIONS FIRST 10,000 AMPS 0 100% 10,000 + 4096 OF "A" = (.40 X 23,887) = 9,554 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL. 4 G,,--2x6WAU- (FLOOR TO CEILING) 2'S" USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. 4 D � o O I / � INSTALL FAN BOX PREWIRE-. " I \ I \" tdl, t I I INSTALL FAN I BOX PREWIRE I , ` I CM I '1 1 ' CHIMES I • � I INSTALL F I BOX PREWIRE I I 220 GFI I GFl L W.H. 220 GFI AT w� 42" AFF LLv i UJI J ATTIC ELECTRIC: zE LU �F REQ'D BY CODE LU Ua Ld `-------------' GFI GFI AT 42" AFF FOR GARAGE DOOR OPENER ___________________________ -__________---,z , i HOSE , BIBB --------------- ----------------- WP GFI INSTALL FAN BOX PREWIRE , 0 � I r I I I ^ I C�¢I� I i FAN PREWIR I 'l I / I I I I ( I I I I i um ulw Fl GFI -� - -- I�I ISP 0._ _ �q{ FOR— ` ,HOOD l P" I�I -- I , I Ie e I � , „ I DOOR BELL WIP \ GFI - - ---------------.--------------------------------------- Y Y COACH LIGHT — — _ COACH LIGHT _ELECTRICAL PLAN SCALE: 1/4" =1'-0" ELEVATION "A" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" ARE GARAGE GENERAL PURPOSE 42' AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR; ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBCR314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION, 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 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 SO FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13: ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 5' IFTHE 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. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 '' FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING (� CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN. 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT i,' y g DOOR BELL CHIMES W WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL , ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L-= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E,D. DISC LIGHT OMI GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY RNAL AMPS NEEDED SAMEAS UNDERGROUND WITH 'ELECTRICALC NTRACTOR 200 AMP SERVICE � 200 - 210 COPPER OR 4/O ALUMN. IN 2" CONDUIT m METER MAIN _. __ DISCONNECT F1--II 200 AMP J AID DISCONNECT UNDERGROUND U SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO. RANGE INTERSYSTEM # B 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 MATERIALAND INSTALLATIONSISHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER Coo FILE N N N E; z v c IHOD IH OD Fgw m 0 Ed IL, 4d g 9°' a �O F- m Wow m m €�g8 2LL � F1 d .9 Z �a 'FS WWWrFWENG.CLM1 ❑ ❑ ❑ 0 z o zN g z z a ri In Z N nNn ' M y W C 0 Ya Q ,+ i U cmv E pabj p� I f1AIPA4M lAf%MWQ f) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 L DIVISION LOCATION: PORT ST. LUCIE VI Job Information: fD _ a g °cl rn r a v " m \ � M m z F—�Um a t O _l L1J ZD M o 0 JOOU)(%) N V Model Name /Number: 1780 C VI Plan Issue Date: Monday, November 2, 2020 F KA PROJECT NUMBER: 20-7'923 & Sheet: Of: ELECTRICAL PLAN 35/2 SH 25 SH 25 SH &n 5" T.O.M. FIN. FLR._ _ _ -L_ - _ _ 48" Off RIDGE VENT 12 O.M HD. HGl io 48" OFF RIDGE VENr 25 SH HD_HGT. � c LITE TEXTURED DECORATIVE IN. FLR.CEMENTITIOUS COATING FIN. FLR. _ — ' - 2868 FRENCH DR. 25 SH 25 SH REAR ELEVATION "All SCALE: 1/4' =1'-0" RIGHT ELEVATION "A" SCALE: 1/4" =1'-O" 48" OFF RIDGE VENT 48" OFF RIDGE VENT 6 25 SH _ T.OA LITE TEXTURED DECORATIVE 4 CEMENTITIOUS COATING be — _ -RN. FFLR. LEFT ELEVATION "A" SCALE: 1/4" =1'-0" VENTILATION CALCULATION Fomtula =. SF / 300 / 2 * 144 = net so Inches of venting needed equally for Intake and exhaust Soffitproduct provides 4.12 net sq in / sf 7: a; s Ridge vent provides ,,1 18.00 net sq In If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF). 2386 s.0 Total needed forexhaustfor upper 1/3 573 net sq inches Total needed for intake (soffit area, lower) 573 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 104 Lineal S.F.provided by plan 200 T.O. 6 'TRIM FIN. FLR. j Ifni i FN— F11 I I FE —1101 MINIMUM loin 16'x7' GARAGE DOOR 3068 DOOR L12" SQ `—LITE TEXTURED DECORATIVE COLUMN CEMENTITIOUS COATING FRONT ELEVATION "All SCALE: 1/4" =1'-0" c N a a m v u1 Y O c O N a E v a c m c 3 N I N NQ N v +tJ g®eeelPru'o (ORR. yes d e CJ� c • ,� i •N"�E si E c c) • 01 2 [ ao 0, 75 • ©.' d>. F OQ'` "tail r e 5 CO v � v c 8 0 c T N E c F � � x'ss?pP$ z° m�im� 1 € ul � F Z2� u v 3z� Q�a� 3� � 9 012 & m B F a o¢ N v 3 @'4� wNM.mSI�G CqN ❑ ❑ ❑ �A u) 0 Z O z S n _. Z m a a � Z �. ;I'r�lllll177. JI; °v tJ) t0 y E 0 `� E a O � �N W O t W �° ®®1.5 ao ? !. V o a Q C CIDa s Q N O00 � DAMS HOMIRS FLORIDA CONTRACTORS LICENSE NO. CRC1380146 3000 OULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 L DIVISION LOCATION: PORT ST. LUCIE Job Information: 'a o `,"' N 0 N r m F d a � LL Z C d r'I 9 W N C a i > 04 C N 3 m rl to � w 0 J LU Mn VI Model Name / Number: 1780 VT Plan Issue Date: Monday, November 2, 2020 oV F KA PROJECT NUMBER: 20-7923 T m Sheet: Of: 0 e ELEVATIONS - A SEE DET. TB03 20'-0" MAX 1, 20'-0" MAX --�I G.C. TO PHI BLOCKING' W/ APA REI FOR SPAN 1 7/16" OSB SEE "HIP/R BLOCKING' C W _a W 4 CONTINUOUS BOTTOM CHORD' BRACING '2 X4 MIN. SEE DETAIL TBO4- "X" BRACE SEE )VIDE CTAIL TB01 . v '0 COMPLY _ AMENDATIONS 'ATING OF Q a DETAIL Q _ m a SD Q X O V � 4 a •. ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIDNS 11 JI, EQ. i I TOP & BOTTOM CHORD GABLE END BRACING Cm -� 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) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN TUTS 4 FT. 0 ------ - -------------- --- - -- -- 1 , 4 FT. ' ' I 1 R O H' 1 ------------------------------------------------- 5 " V2 O i O FT. 4 FT. 2 x , 5 F�. 4 FT. O 1 � 2 � 1 2 I O' O 111✓O 1-- O O Is 4,FT. f___________ O__________ O O O 4 FT. , 4 FT. o ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROW8@4-0C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS@4"O.C.WI8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/Sd 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. WI 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE Bd NAILS FOR WALL SHEATHING MUST BE MIN A31" 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 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN HELD.. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15132" OSB (2)-2XTOPPLATE 15/32"OSB BEYOND EXPOSURE 1 EXPOSURE I SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIB OR BLOCKING BETWEEN FLOOR SYSTEM I@ LOOR SYST W LL SHEATHING BON 1/2.1 p II II tl II SOLID2X �o I I II II II I BLOCKING @ ALL UU w III III II II II I SHEATHING w pl III I I II II II li II II ) I EDGES (SEE 4 SECTION X-X) 03 II III III OPENING II II I I - - III - - II II I U III III III II II II II I III 2x STUDS BEYOND. it 11 I I II II III I I I I I I II II IIII I I I II I II I I II I I 11 II I III I( II II SEE PLAN o N �? 1�I Jl , 1 J, 1 Jl i I `t% HORIZONTAL WALL ELEVATION DIAGRAM 'IS" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN !j l2 cl �`;;�82 O J%ml �iJw0p~ N LU IL �LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO WTI (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED 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.; ROOF CRITERI .16" OVERHANG ® EAVES U.N.C. .12" OVERHANG ® GABLES U.N.O -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING CONNFCFORS[KDLLEFOR: ADAMSFWLR49 3TBIIABME T1USSq BFARMG POINT TRUSS ACRML UPLIFT CONNECN)R ID CONNECIORUPLIFT DiRl"me FASIFNFRS NOTES Or C5,C1P-05P,C1V C5V,E7,E7P,E7V1 - Mz H7e H7V L/N 489Rar less HFFAl6/PERMUSSMFG 1830# (9)1Odx1-1/2" CIA-(5AE6AH6A L/ft -Gil 1 HSOA/PERIRUSSMW 3040# (18)10dx1-1/2" A01-M4 L/R -948#or less HETA16/HETAM 1810#/18101, 1 (9)10dx 1-1/2" (9)10d x 11/2" MS-M7 L/M/R .1681por less HETN6/HETAlfi/HETAl6 1830x/101011/ill (9)10tl.11/2' (9)10ax 1-1/2' (9)10d x 1-1/2' ME L/M/R -37504 or less (21HETA36/Mlt2lHEFA16 2365./ 39659/ 2365# (10)106 x 1-1/2" ' (22)16d x2-V2" 5/8'AT R. EPDXII'.D /5/8'kT. EPOsl MEAT A09-p14 L/M(A -912 Braless ' HETA36/H1DA/HETAl6 181011/104091181W 19)laaxl-1/r' (18)10d X 1-1/2' (9)10d x 1-112' A15 l/M/R 1012 aor less -388 PLF or less ]HETAi6/HETAl6/(2)HETA36 3920p/603 PLF J3920p (1o110d x 1-1/z" 1010d x 1-1/2" (30)SOtlil-1/2" HFoU6@3r'Oc. ATCONI ERG. TRUSS MANUFACTURER Pr"bFEdz8[S DA4 OF LAYOUT'. DATE OF MUSS C,R 5HEEES'. J2125/19 I v LEFT. R- RIGHT&M MI DOLE BEARINGS. BEARING LOCATIONS ME REFERENCED TO TRUSS MANUFACTURER'S TRUSS DR4W INGS ALL CONNECTORS ARE 51 Ml PRODUCT" ROOF PLAN -A- SIMPSON - CONNECTOR SCHEDULE LISP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR& FASTENERS SPF GYP CONNECTOR& FASTENERS SPF GYP FRAMETO HETA16w/(9)10dx112'OR OR HTA16w/00)I0dx1 Ill O MASONRY HETAZO wl Jill11 VT 1810 HTApw/(1U1Odx110 1555 1870 O FRAME TO H2.5Aw/00)Sd NAILS 535 563 R17Aw/(10)8d NAILS 515 585 FRAME FRAME TO H10Aw/(18)10d x 110 1015 1040 RT18Aveli Odx 11/T 896 1020 © FNAME H1OA-2wA18)10d x 11/T AT 2 PLYTRUSSES 930 1080 RT76.2w1(lQlOdxl 12"AT2PLYTRUSSES 935 1080 MT812w/(14)10dx112'(AT IXTERIOR MTW12 wl(14)10d x 11/2'(AT EXTERIOR 1005 1196 OFRAMETO FRAME LOCATION INlDLOE 12d TOENAILS) 996 LOCATION INCLUDE (312tl TOENAILS OFRAME TO MGT w/(22)10d NAILS AND 5/8" AT.R. w/ 12" 3330 INS MUOTIS w/(28)1Dd NAILS AND Me A.T.R. 3330 4495 MASONRY EMBEDLENTw/91MP90N 5ET'EPDXY 1T'EMBEDMENT w/SIMPSOWSET•EPDXY FRAME TO HT320 w/(24)1Od x 1 1/T (AT EXTERIOR HTW'10 vd(24)10d x 1 1/T (AT EXTERIOR 12&5 1530 OF FRAME LOCATION INCLUDE(3)12d TOENAILS 1125 1310 LOCATK)N INCLUDE.(3)12d TOENAILS FRAMETO (2) HTS20 wl(48)10d x 112'(AT EXTERIOR (2)HTW20wN48)1Ddx1 UT(ATEXTERIOR FRAME LOCATION INCLUDE(8)12d TOENAILS 2250 2920 LOCATION INCLUDE Kill TOEll(EA 25]0 3090 ti HOT.2W(1E)1Dd NAILSAND(2)3/8" A.T.R. HUGT2w/(16)10d NAILSAND(2)5I8' ATA, 0 FRAMETO w11T EMBEDMENT WSIMPSON"SET' 10SW wl 1T'EMBEDMENTw/SIMPSON"SET" 7020 97W 16 MASONRY EPDXY (HOT-3 FOR 3-PLY) EPDXY (HUGTJ FOR 3-PLY) FRAMETO FGTRWI(18) 111Vx 3"SDS WOOD SCREWS 34DO 4726 RFUS w/(12) WS3 WOOD SCREWS AND 7100 MASONRY AND(2)12'x Sell HD ANCHOR BOLTS (4)2N"x6'WEDGE-BOLT Q iQh (1)L072 w/(10)1W SINKERS „ FRAMETO &(7)IMP x 2AW TITEN 2 1750 2030 a MASONRY SEE Nam06 BELOW)m FRAMETO (2) LG2 W (32) i6d SINKERS 8 (14) 3600-01 1W M" TITEN(2 PLYTRUGS) 4080.M (2)"LUGT2 w/(32)16d SINKERS & (1D) 1/4 xT WEDGE -BOLT (2 PLYTRU55) 3100-M 3100-M 0 0 J2 MASONRY/ x2 3240E 3T/O4' { FRAME OR (28)1GO SINKERS FOR FRAME (EA) OR (32)1Bd SINKERS FOR FRAME (EA) O FRAMETO MASONRYI (2)LGT3 W(24)IN' x T SIDE, SCREWS 8(8) 310'x 5'TTTEN(2 PLY TRUSS) 4730-M 6670-M (2)LUGTJ w/(2A)VWx21/T WS25 SCREWS &(4) Tr x Be WEE (2 PLY TRUSS) 600-M 705DM C 5010-F 3960f S480-F 7710.E FRAME OR(62) 1 Ed SINKERS FOR FRAME (EA) OR(56) 16d SINKERS FOR FRAME (EA) o TO HU410 OPT HUC41D w/(18) 16d 8(10) 10d G#2880 HD410 OPT HD4101F w1(20) 16d&(10) 10d G#3080 'U, OBEAM BEAM NAILS U#1895 NAILS Low 2 BEAM TO HU410 OPT HLIC410 w/(18)OFTEN 0#4500 HD410 OPT HD4101F w/(20)1/4'XW chl OL MASONRY 1N" ,23W &.(10) 10d NAILS U#1800 WEDG6EOLT & (10)10d NAILS KXISW y 6 TO HU460PT M�C46 W IS) 10d NAILS& 0#1540 Gg000 H04SOPT HWSM(0) 101 NAILS& 0#1625 0#2015 ©BEAM MASONRY (12) Me x 23/4"TITEN(TO Ml U#98D U#1135 (12)114". 23W TAPCONS (TO MASJ LW1131 U#850 FRAME OR (12) 10d & (8)1W (FOR FRAME) SYP-F SYR M OR (12)1N & (6)10d (FOR FRAME) SYP-F SYP.M (2) HETAIS OPT (2) HETA20 1920 1920 (2) HTAI6 OPT (2) HTAZO 1970 OFRAMETO 1-PLYw1(10)10dx11/TOR Y-0LYvIPLY 10d)16:1 R N� An MASONRY 2-PLY wI (12)18tl 2965 3365 Z-PLY wI (12j 16tl HTSM 16 w/ 18) 101 NAILS 1/4"x2114- 955 1110 HTWMI6 w/(8)1�D EBaD W1/4'M13/4' 1145 12MFRAMETO N A $ ® MASONRY MASONRY OR HTSM20 w/(13)10d NAILS AND (4) 1/4-41/4" SEE 1110 OR M20 w1(10)1 Od NAILS AND (4) 1/4"xi 3W O TAPCONS WEDGE -BOLT 1145 1225 z ©FRAMETO H105 w1 B) SE 10 1/T NAILS AND (2) 3'B'1N" 780 910 � MASONRY TITAN HD DTT2Z w/(8) IW M 1W SIDS WOOD DT&TZ M( 114-A 111 W W815 WOOD O FRAMETO SCREWS AND (1) 10 S A.T.R. EPOAM vd 1835 2145. SCREWS AND 0) 1W B A.T.R. EPDXIED w/[975 1m ICp MASONRY SIMPSON`SET'(SEE NOTE 44) SIMPSON"9ET'(SEE NOTE 04) E HITS /(26)16d x211TNAILS AND (1) 518. 8 HTT45 ed(28) 16d x212"NAILS AND (1) T ® FRAME TO AT.R. EPDXIED w/ SIMPSON"SET" 4375 6090 518"e AT.R. EPDXIED w/SIMPSON"SET'5006 0 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE 04 BELOW) c HR4 w/(18) 16dx211TNAILS AND (1) 518"0 HTT45 vd(18) 16d x212-NAILS AND n) �. OFRMAETO S A.T.R. EPDXIED W SIMPSON'SIT' 3540 4235 500 A.T.R. EPDXIED w/SIMPSON'SET"4160 O MASONRY (SEE NOTE#4 BELOW) (SEE NOTE#4 BELOW) ; OFRAME TO HIM vd (M) Ills] x110 NAILS 785 910 LUGT7 w1(23) 81 A 1/T NAILS 1045 0 FRAME HM9KT 12M SOS WOOD RTISM w/(9) Iw x 112'WVLEA OFRAMETO w/H)1N-xi 760 760 1395 1395 a MASONRY. SCREWS & (5) 1/4W 1N-TAPCONS (4)1/4'x 13W TAPCONS c FRAMETO VGT w (16)1WXr SOB WOOD SCREWS A O MASONRY MASONRY (1) SW Al EPDXIED w/SIMPSON"SET 3555 4940 LL� w/12" MIN. EMBEDMENT •V O FRAMETO (2)VGT W/(32) IMeXT SOB WOOD SCREWS' e(2) MWE AT.R EPDXIED w/SIMPSON 5170 7186 y 9wJC MASONRY "SET" W/ 12' MIN. EMBEDMENT a VOT w/ (16)1/47,3' GOES WOOD SCREWS & Q P 'e e IZ C) Ck 'w Off - Pe O,Z.1f M 11l 0 l ,6, O FRAME TO FRAME HOU4SD82.Sw/(10)1/4"x211T'BOG WOOD 3285 4565 MUGT18 w/ (22)1Od NAILS & HTT45w1(18) 1Od NAILS&(1)518•BAT.R. - 4180 SCREWS B(1) 6/8" OAT.R. C OFRAMETO (2)HTT5 w/152) 161x212• NAILS B 4375 5086 (2) HTT45wf(52) i6d5d 1W NAILS SODS FRAME (1) 5/8"B AT.R. (SSE NOTE M) &Il)518'BA.T.R.(SEENOTE41l S OFNMA 99NN rnR u[ttFS,• ,Tp 1. CONNECTALL FLOOR TRUSSES TO INTERIOR BEARING WOODWAUAIFJEAMBw/(2) 12d TOENAILS. E 2, ALL TRUSS TO TRUSS CONNECTIONSARE PROVIDED SYTRUSS MANUFACTURER, U.N.00N PLAN. v :gyp B_ 3. G.C. MAY USE EITHER SIMPSON OR LISP CONNECTIONS, SEE FRAMINE PLAN FOR CONNECTOR CALL OUT. LCy 4. FOR SINGLE PLY TRUSSES. SCAB ON FULL HEIGHT SYP#12'x4" TO TRUSS VERTICAL WEB w/(2) ROWS OF 10d NAILS@ 3" O.C. STAGGERED.,yam 5. 1T MIN. AT.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 6. LUMBER SIZE) S 7 E w Sax IY LO � 10 SCASTRUSS CHORD Peel 2x SYPM(MATCH CHORD W/(2) ROWS 10d@P FROM END&V O.C. STAGGERED;CENTERAT CONNECTOR LOCATOR AS gg� I` g g g J _1 MUCHARED:CELER E. POSSIBLE. OJ O MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES TO MASONRYWALLW LINTELS/ ICF WALLS UNO ON PLAN. 2. CMNECRONAT24"OR32.O.C.M DINGVERTICALSFORALLFLOORTRUSSESPARALLELTOMASONRY WALLS SEE DETAIL FB121W.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(COMER JACK) TO MASONRY WALLSIICF WALLSAINFELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3T0.0 MAX w/(2) AT EACH CORNER G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI OF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUSEAMS w/(2112d TONAILS BO MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR LEMON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOWEXTEFIOR SEARING W660OWALS ANDIOR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16- OS8 ON PRE-ENGINEERED WOOD TRUSSES AT2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES, ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TOTHIS .REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICE WALL TYP. SECTION WALL 0 METAL DRIP EDGE + o 2 x SUB-FASCIASEE ALUM FASCIA "1 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS 0 2'-0" O.C. SECURE J-CHANNEL 0 12" O.C.. CONTINUOUS VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4 =1'-O" U a " UM rd, LL IL ��iiX«5 wa m_p1Q W cc y( F Gi MZ5] 1103 z UP ! o LL 1� � YI r9i=m° C O o w� a (5�2� m m r 5a9'3 E ZN a ell! a D588 0 o J 1N www.FDBENIECOM ❑ ❑ ❑ M Z z0 3 J y q _� E Z N 8 Ln UL m E 0 B U al 5 Jim . Or, w � b c F�tt3 (U W N E 0 x a) - c DO o m Q NOb00 4QI ® AM HOMES a g3 FLORIDA CONTRACTORS LICENSE N0. CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 v DIVISION LOCATION: N PORT ST. LUCIE Us se Job Information: i5r I o y o N v N �i r M � a O Ln m W A a) M N f0 m 0) Ri 1•i to W N r z o JWm c a J m (1) to n w N Model Name / Number: 1780 Plan Issue Date: Monday, November 2, 2020 A KAPROJECT NUMBER: 20-7923 Sheet: o ROOF PLAN A 20" MIN, LAP #5 REINF. BAR A #30R #4 REINFORCING 1��5{ BAR #3 X #4 1 AP SPI ICE „ 25 #5 STD- 90° HOOK ARE NFORCING BAR #51 AP RPI ICE SCALE:g".1'-0' 36F #6 REINFORCING e GRADE 40 U.N.O. 961 AP SPLICE I Ili I REBAR SPLICE DETAIL - GRADE 40 1 N.TS. ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 2¢A'. 12' O.C. 1 2 16 1/4" X 2¢/A" 12- 0.0. 2 2x8 1/4"X2¢A" 12°O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST- ----- - w ,UNTEL i (2) 2X P.T. BUCKS W/ 1/2"O.S.B. BETWEEN FASTEN PT ' NAILER TO ; r MASONRY I I IF DOUBLE 2X NAILER IS USED, USE 1/4'X 4 ]./2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T.S. __ 10 1 1 1 1 — FORM $ GROUT SOLID I J r o ' O ^#5I BAR CONT. RM85 12" LINTEL DETAIL /4"=1' LINTEL PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" GENERAL NOTES 1. AREAS OF BLOCK ABV, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL, 5. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS, GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F= RLLED WITH "ROUT / U-UNnLLED FEW AT TOP R-RECD35ED MIN. (1) REQ'D 1- rQEYP L CLEAR RBAROBOTTOM OF LIMEL CATTY W 1 M TOP KNOCK OUT LINTEL BLOCK 8 F16-1 13/1T lL++ COURSE z I11 1NOMINAL GROUT �� LQUANTm OF #5 F4:BA6 AT NOMINAL TOP BOTTOM OF c UNTEL CAVITY HEIGHT BOROM REINFORCING - lE 8° UAL PROVIDED IN LINTEL WANES) TYPE DESIGNATION 8" NOf41NALYADIH QFNFRAI CONQ1114 ITITFI La T�1 3aTFRI� Y�V 3 "NFRAI INSTAI IATION NOTE-1; 1, PCRecao111ae1se3EOOpsl. 1 PrevldeNTmortarneadendWjolMe- 2. Pc preSuessed llntals=WOO pd. 2- Shore filled Ill e .....Meld. 3. greutetl per ABTM 0476 fg = 3000 pal w/ 3. Inalall.t. of llntd must comply SSm 0. a enteeenll wral buclurel analmmdm 4. um3/W aggreeggateenowb11-slump. C Uilrrtds 4% manclac1Jw with 5 W2" long notclee at the ends to agronnnotleb 5. Comma masonry MSTCMLQ per ASTM Co w/ ye41cel cell Wnlbrdrlg and gtuuting. midal.x area comprcxalw: strength=IBCO pal. 6. All IInlela"Beat or eeead LISW lwdkal deflection, except lintel. 17'4'and 6. Reber per ASTM AA16 "rade 6D. Anger with a hamYlw how on w mane or adeeed L/180. Preabeasing strand per ASTM A416 grade 6. Bohan I1e14 adtled nil ea located At the be"om ame grad cee'ty. T. 270low relaxation. 7. 7/32' daRgN, al. etlnuoe are waW.d W the iSno. Seel for medlarllcel anchorage. 7/32 Mw per ASTM ARLO. & Ceatlrtplagg eonc,ata may oe poSoad In compoape Intel In Ilea of conoreb S. Moder per ASTM MO type M on S. maennn' MASL 0. Sea, load r*np beaed m rawnw do Wr analyala per ACI 31S and ACI MO 10. Bon de P Sol Approeel No. iWA 11 The endalq bwlece d IWtele Iratdkd M exterior concrete rneaonry "IS Shel al e weHng of Ihww applied In ecwrdence with ASTM C926 ar cther approved wetlnt. 32 Llntele loa4aV dmulten 4 Sm vedkw (gravity and upRR) end horkmbl (Meal) cads ¢hpuq 1>e checked far ccmNne bWingwith Bre lollowing equdbr. ABAW seNcal load A Applied Will load < LO Be. "vocal load Sae hollmntel load ,O0 11vol 1,70 0 SRFB-OB/1T 8FBOB/1T - U00 8RF1418/1T BF1618/1T ,' © 0 0 SF20.1B/1T O O O 01 CQ 8RF22-18/1T BF241B/1T ( o ) © 81281B/1T BF321B/1T C0 O C� 04 FLO •S S 10 `ittl ®g trsoeitT,t 1 VI m z O $ L q Z O �y `k Z Y ij 189. � C c n 8 t,� 0 m �I M. rmaW C E � m o 0 w f C o cq w s a 0 3 IX # �m em - ® DAMS HOMES D FLORIDA CONTRACTORS LICENSE NO. CRC1330140 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE PRECAST °U" LINTEL w/ 3001 CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED GROUT SHALL BE FLUSH WITH TOP OF. WALL ® Job Information: REINFORCEMENT HURRICANE ANCHORS 1 4 STD. 90 HOOK S _ { H10. OOK ' P,. �.. 1r T �.. T. N •!'. . O • N � Q REBAR ON BOTH SIDES ANOIi 9000 P.$.I OF OPENING U.N.O. CONIC W/1 05 p p i+ DI REBAR TYP BOND BEAM o (V ' 8" x B' x 38" K.O. ¢ C 0 D � PROVIDE KNOCKOUT BLOCK FOR LINTEL BLOCK RLL W/3000 P S.I. -6 Uj C FIRST no COMPLETE CMU COURSE m (M ' BELOW SILL h FILL SOLID REBAR W/ (1) #S BAR FOR ALL G`T WINDOW OPENINGS 6'-S" (4)11 AND LARGE 8" X a" x 16' INDICATES FILLED CELL FROM FTG. TO J U Lo d CMU U.N.O. BEAM 1 #5 BAR MIN. TD O d' M O � J F\W) /'� '/^� U /� h W V/��J J W ♦ Model Name /Number. iN 1780 vi TYP. DO`XL 25' ♦ Plan Issue Date: MIN. LAP (ACI 530) Monday, November 2, 2020 ♦ KA PROJECT NUMBER: v m 2®-7923 SEE NDATION PUW Y SEE FOUNDATION>, PLAN FOR LQC.ATIDNS N $YICOt: .� Of: o MS01 BLOCK WALL REINFORCEMENT N.T.S. FILE r 0 LINTEL PLAN U 2x6 #Z SYP P.T. 0 SIMPSON HETA 16 W/ (2) Y/2"XF' EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 m L OVERHEAD SECTIONAL a DOOR TRACK W/ 3/8" X or+o \ 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. II f� • 0 II ,I II I II O (5) 1/2" D IA. x 8" 1/2" X 8" A.B. W/2" 00 "J" BOLTS WASHERS SET IN o " TYP. FILLED CELL 'a FILLED CELL W/ #5 MIN. 5 PER JAMB. VERTICAL a ei II d L SECTIONAL " ® OVERHEAD DOOR CONT. o o at dulls+ WOOD SYP 2"X6" 0 TQR p TRIM o E v ' g'I (L ..t 2"x6" P.T. WOOD JAMB q a. DOOR AND CONNECTION PER CA GARAGE SLAB GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR `rr` '� F (C 0 x" TRACK MOUNTING DETAIL @ a Mgt o tt'r,4 07 i 11 Y'S'� 0 m $ N NOTE: DETAIL CD22 / 3-2 MAY BE SUBSITUTED FOR THIS m 'O DETAIL- UNLESS NOTED OTHERWISE v 2 0 F MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.rs. CD21 ENTRY CMU COLUMN/BEAM N.T.S. a s _ T E E 9 N 5 gm W ti m a - yy co q3 �.1y EQ'3m � D� [v rnp 4Ji IJL w mmn a cy �.if a' Q c mLL W 1n BLOWN -IN R-30 INSULATION PER FBC A; �= sg 0=ems a z AND ENERGY FORM SUBMITTED WIFH 8 1 i „;' 2 ' PERMIT APPLICATION PROVIDE BAFFLES Y g W$ I BLOWN -IN R-30 INSULATION PER 12 AT EAVES (FOR VENTED ATTICS) FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES OR _ I 12 WITH PERMIT APPLICATION I'� SEE PLAN TILE ROOF (PER ELEVATION) ° E8 Z �¢ W PROVIDE BAFFLES AT EAVES ' \ OVER APPROVED UNDERLAYMENT SEE PLAN (FOR VENTED ATTICS) \ PER FBCR 905.1.1 OVER APA S ° vmw.wsErvccaNEl El 0 FIBERGLASS SHINGLES OR PR ENGINEERED WOOD RASED STRUCTURAL NOTES STRUCTURAL THING Q 7 TRUSSES @ 24" O.C. TILE ROOF (PER ELEVATION) i FASTENED TO TRUSSES PER ROOF �' Z OVER APPOVED UNDERLAYMENT NAILING SCHEDULE) Me — o PER FBCR 905.1.1 OVER APA ' Z N RATED STRUCTURAL SHEATHING TRUSS ANCHOR (SEE PLAN) £ Z ¢N PRE-ENG. WOOD (SEE STRUCTURAL NOTES ' _ _ _ _ SEE PLAN FOR ; 4 N TRUSSES @ 24" O.C.— BRG. HT. NAILING S SCHEDULE) ULE)ES PER ROOF / • , 1 2" DRYWALL {` FELT PAPER OR • ' ETAL DRIP EDGE TRUSS ANCHOR (SEE PLAN) _ "\ 2x SUBFASCIA (TYP.) FRAME FOR BUILT-UP �v O m m - TO BE INSTALLED ON OUTSIDE TRUSS PLATE � •� O � • FACE 3/a" P.T. NAILER ; � % CORNERS min (3) 2x4 OR = +•� '. ,. ,; ` : _ — _ — - — - — - - •R SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA (-METAL DRIP EDGE _�' I 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. -uoo CURTAIN NAILER i B x B x 16 K.D. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" g � c d 1/2" DRYWALL 1 x 4 P.T. @ WINDOWS ,I LINTEL BLOCK CONNECT ALL 2X STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. " O•H, W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. TO TOP PLATE WITH (a) " SEE ELEV. 3000 PSI CONCRETE o \ \ _ SOFFIT. SEE ARCH. " (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR• o W N E 16d TOENAILS PLANS PRECAST "U" LINTEL _ OO !/ a v °� NERS FOR NON LOAD a t 1/2" DRYWALL SEE SCHEDULE "u a v p ° \� \ BEARING SIDES NAILED = o j H SEE PLAN FOR HEADER SIZE P �0° ° 0° ° v°d w/ 16d NAILS @ W O.C. v o.Q P � vv vv a C m7 y N 15/32" OSB EXPOSURE 1 ON 1/2" X 8" J-BOLTS OPTIONO.H. EXT. WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. \ (TYP.)'{ COURSE HIGH A.F.F. a MAXIMUM OF (3) - 2X PLATES MAY BE DAMS HOMES SEE ELEV. SEE TBI3 FOR NAIL ATTACHMENT. fi SI DE w/2°WASHERS \ CMU BASE FILLED W/GONG o ADDED BELOW THE HEADER W/ EACH w 4 VERTICAL RENF w' PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" �' (TYP.) / ( ) / v FLORIDA CONTRACTORS LICENSE NO. CRC1330148 STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP v NAILS AT 8" O.C. " ALL BEDROOM WINDOWS. " REBAR W/ 3000 PSI OF COLUMN n PLAN Al-A1 3000 GULFBREEZE PARKWAY CONC. ALL LOCATIONS " SHOWN ON FOUNDATION v GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN " & FLOOR PLANS (G.C. TO VERIFY W/ FLOOR PLAN " DIVISION LOCATION: LOCATION OF OPENINGS IN w SIMPSON LSTAn!i EXTERIOR WOOD WALLS. IF NOOPENINGS ARE INDICATED, FULL w/11-10d TO BEEC. STUDS ARE REQUIRED). j& TO FRAME BEL"♦ Job Information: NOTE: 44" MAX. SILL HGT, ONALL BEDROOM WINDOWS.VINYL FRAMED WINDOWW/ SCREEN WINDOW STOOLCEMENTIFIOUS DECORATIVE PER SPECS nFINISH 7/B"THICK PER ASTMPRECAST CONC SILL C-926-98APAPER BACKED FOIL R-4.12X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCKWALL " ti m a PER FBC AND ENERGY FORM V EXTERIOR FINISH- 1/2" DRYWALL OMORE INFORMATION). SEE TB13 SUUBBMITTEDWITH PERMIT (SEE ELEVATIONS) ¢ Z o II FOR NAILING INFORMATION FOR FTG. DOWEL #5 DIA. REBAR 1p W 4) M R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P.T FURRING 17" IN CONCRETE - 25",al, pp WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. EXTEND (ACI 530) ABOVE SIMPSON HETA20 i ' `2 > N c v AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN Al I I Al BUILT-UP CORNER MIN (3) 2X4 ,; eH 1D m ,_ WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN W/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER � N WOOD BASE— MIN, 6" (ROM END -SEE W507 i POST EACH END OF BEAM FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR s O J Uj M o SLAB INFORMATION NOTE: ' SEE FOUNDATION PLAN ; 2 X 4 P.T. PLATE FOR SLAB INFORMATION _ - - _ TOP OF_SLAB BOTT M STRAPS MUST B ` w 0 E ' INSTALLED ON INSIDE OF ,. N ♦ Model Name/ Number: 00 \ GRADE GRADE COLUMN. DO NOT BEND T T- \ I �.''' v (; STRAPS UNDER PLATE, o v &40 �r y, - �' 0 1780 ' � PLACE STRAPS IN FILL CLEAN 3 SEE PLAN FOR .ro COMPACTED a CELLS w/#5 REBAR IP �I, ' • TY E) w/ URSE HIGH E PLAN FOR S ♦ Plan Issue Date: RE -BAR QUANTITIES d, II.CONC FILL T m c� /,;.;,; Monday, November 2, 2020 2'-0" AFf F COLUMN BASE - ♦ PROJECT NUMBER: SIZE TOP O SEE PLAN �— KA SEE FOUNDATION PLAN SEE FOUNDATION ' • ' •',• ; w 16" FOR FTG REQUIREMENTS PLAN 20-7923 s NOTE: DETAIL CD21 / 9•2 MAY BE SUBSITUTED FOR THIS o Sheet: �_� Of: m DETAIL - UNLESS NOTED OTHERWISE N s WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=l'-o° WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'A" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.B. a TYPICAL FRAMING DETAILS I V u I m W m � a 1Vi" 'h U u u (2) 2 x4 LAMINATIONS W/(i) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148, I` 3") OR EQUAL (D "EO1T9 EACH OUTSIDER EQUAL D=EINTO O 162-'L= 31/2IDE FACE) ' OR EQUAL NOgs 1) ADIACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SI DES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3,PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFM TO NDS SECTION 15.3 MR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS I H'.'.:1- REINFORCEMENT REQUIRED) a F. F. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 12d NAILS O.C. (SOLID BLOCK W/ 2x6) ROWS 12d CD " O.C. /-DOUBLE 2x4 \ / TOP PLATE 2x4 STUDS"- LV PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE WZ Ed 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOPNSTUDS.. 2d PLATE WIDTH INSTALL SIMPSON PSPIN516Z W/ 116d NAILS TYP. TOP & BOTT.VN NOTE: @ ALL EXT. CONDITIONS ATTACTO TOP PLATE W/ (4) 16d TONAILS (2SIDE TYP. TOE NAIILS MAY BE SUBST(1) SIMPSON H2.5A CONNECTOR @ ETOPPLATE W 8d 2 1 2" x 0.131 NAI* NOT REQ'D. WHEN QT SYSTEM IS A NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL WF17 I TOP PLATE SPLICE DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 2) (1) (2 >4' BUT <9' (2) (3) (2) (2) 0'-0" - 16' 3 4 3 4 2X CRIPPLES Cal 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) Ao G * * HOLD DOWN CONNECTIONS NCT REQUIRED @ BEARING WALLS WITHOUT UPLIFT OF SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) L.STA 30 BEAM SIZE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON H774 W/(18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. 11•12 ■►-J,,m SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO SIMPSON HUC410 - BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN — FOR COLUMN SIZE & BASE CONNECTION INFO 1/2" OSS FLITCH PLATE — REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN SECTION A -A SCALE: 11/2" = 1'-0" SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO— EXT. OUT BEAM TO SUPPORT TRUSSES IF SPECIFIED ON PLAN u ■1 FOUNDATION V FOR MORE INFO CD13. COMMON BEAM ATTACHMENT N.T.S. i $ 1° 1 N 000 N m"" {VJ N Z IOiNe; fig W a W O 6 N a w € sg Z= c EB Z cn a 000 WW`WW..FDSENG.COM W z z — Z 0 0 10 < r a `O — z ri In c cli � m nCn� Wes' W W LL -O Q C 0 ft! u m i u —NE r F W cON < C4 O hD 140 AEWA\r%AM4= LJAMEC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O 0 zQ) c ' N e W O a LO a o r m Ln ? U z ��m � a Q J W ZD m o J m (1) (l) Ln ♦ I Model Name / Number: 1780 ♦ I Plan Issue Date: Monday, November 2, 2020 ♦ KA PROJECT NUMBER: 20-7923 Sheet: 3 Of: I MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. I TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN - OR EQUAL TO 45' - - I MINIMUM 2"%4" CROSS BRACING 1 (SEE PLAN FOR LOCATION) � 9—BLOCKING I 1 i 1 1 ' V I- a (3) 12d , PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X•BRACE AS SHOWN- 0 INSTALL BLKG. AT TRUSS WEBS o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING _X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB m N m TBO1 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL'CROSS BRACING DETAIL N.r.s. `T PROVIDE 2X4 MIN. BLOCKING AT 3 ORRFS CENTER LINE OF HIP/RIDGE, TYP. S ��0,`� QP �t•`1rS E •"..'•, BETWEEN TRUSSES W/ (2) 12D m ��� 6 N NAILS EACH END TO TRUSS TOP E ^ \ a�9 N: CHORD NO CN A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING j O: WOOD TRUSSES AT ONE TRUSS 6" OVERLAP �(�` F L• •' ` A TRUCTURAL ---- '�, t as G.T. SHEATHING tlnta ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 92 ; TOP CHORD WHEN REQ'D NAIL TO TOP CHORD C TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. — o MAX 24" SPAN (EITHER G.T m SIDE OR BOTH IF REQ'D) \\ o c (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR E c SHEATHING J SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING N O N PLAN 5c W cD � � t y m 8gggF 2X4 BLOCKING J wy LL Lo `HIP TRUSSO A„ BETWEEN TRUSSES < m sg`9Rof w SECT. AA m '�F g "IL,� 9 pTB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TBO4 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S.Pn9w8gm2 Rat7 0 ' N d $q' � in r� 1WriY.FDSENG.COM ❑ ❑ ❑ O Z m y � � 8 TRUSS NOTES: z _, .. (D 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI2014 J to (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT a. BRACING IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OFSHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED j/I\� / j z r �1/ TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OFANY I k (y) CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT TO AVOID OVERLOADING ANYONE TRUSS. y `� ,\1,,i//jj EVENLY OVER A LARGE AREA SO AS 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL m H '~ LATERAL BRACING SPECIR ED BY TRUSS MANUR SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. •m p c Y 3. ALL BRACES SHALL BE 2X4- NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) &12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. TRUSS TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 0 w if uwa 5. PROVIDE BLOCKING AT ALL V) SEE TYP. TRUSS BLOCKING DETAILS m M J SHEATHING c O L) N 1 yl W 00 '. 00 w 3 T A TRUSS x4 R SHOWN ALTERNATE [ALTERNATE ? _ O U � Ilk TRUSS 0) R s CLO /.M oya � Q N O t011 ` YI RU v [B-B ® 1 7 - DAMS HOMES ui Y VERTICAL SCAB 2X6 #2 SPF 48" O.C. N = W/ (4) 12d TOP & BOTTOM OR HE SEE TRUSS (2j-1 NAILS o OR HCLR/LL IN PLACE OF (4) SOD SECTION. TOE TRUSS REQUIRED 0 RAFTERS GREATER THAN 8'O" x FLORIDA CONTRACTORS LICENSE NO. CRC1330146 zi m 3000 GULFBREEZE PARKWAY SEEPLAN ----LE SEE STRUCTURAL NOTES AND NAILINGGULFBREEZEPRE-ENG. FLORIDA32563 TRUSS 77OUBLETOP LATETOP PLATE SECTION B B SCHEDULE FOR SHEATHING DETAILS , x STUD WALL VARIES w ROOF DIVISION LOCATION: SLOPE - SEE PLAN .\ m PORT ST. LUCIE GONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 k2 \ / \ \ / 2X4 SPF BLOCKING / Job Information: (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d NEXT TO PRE{ryG, TRUSS \ \ BETWEEN TRUSSES \ 2x gLKING. NAILED Cb EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. / / — SIOE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl \ \ / / B REQUIRED w/ (2) NTTS12'S REQUIRED 0 RAFTERS GREATER \ / o THAN 8'-0" \ 2x4 SPF BRACE cw @ 48" O.C. - NAIL w/(4) / EVERdIE \ \ 12d AT EACH END & in SHEATHIN •jH(• RAFTER \ \ ALTERNATE DIRECTION \ \ ri O 2X4 BLOCKING BETWEEN CB,BEVEL CUTS \ M d TRUSSES W/ (2) 12d NAILS (OPnONAL) 1 0 EACH END, CONT. EACH BAY 'pc0 7 B 2X4 SPF W/ (2) #7X3-1/2" / / TRUSSES ` C ALTERNATING DB WOOD SCREW EACH TRUSS SEE PLAN w O d 6Y BLOCKING OR H5 48" O.C. / / D G co PRE-ENG. TRUSS \ / / m CONT. ROOF SHEATHING AT TRUSS TOP SHEATHING \ / / y N C 0)STRUCTURAL a-1 Ln RS i CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION \ \ �/ ` , SIMPSON A34 OR \ \ / / S v Z) A a 2X4 P.T. BLOCKING BETWEEN B (USP MP4) @ \ \ / / JM W O TRUSSES W/ (2}12d NAILS (] DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM U' 2'-O" ON CENTER O CO rn LO LL' EACH END MAX TRUSS 2x6 RAFTERS 0 2'-O"O.C, \ /\ / 2X4 SPF BLOCKING m MDdel Neme /Number: MAX. w/ (3) 124 COMMON Y V BETWEEN TRUSSES N WALL BELOW TOENAILS TO RIDGE BEAM @ 24" O.C. MAX.w/ (SEE PLANS FOR TYPE) 2x4 RAFTERS FOR SPANS LESS THAN 4 FT 0 2'-0" O.C. MAX ON/ (3) 10D / •\ (3)12d EA. END (TYP.) SEE PLAN 1780 CDNC. MASONRY 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM m VE Plan Issue Date: T & B CHORD BEARING SUPPORT m TYP. WOOD TRUSS BLOCKING A A ALTERNATE BLOCKING 1/2" SPACE Monday, November 2, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING 0fl� KA PROJECT NUMBER: sEEPLANFORMORE SHEATHING INFORMATION d d 20-7923 2x4 S.Y.P. A Sheet: Of: @ 16" O.C. S N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N•T.s• T1315 EXTERIOR NON -BEARING WALL DETAIL N.T.S.ROOF FRAMING Q AND BRACING DETAILS FILC' vy• - M Bil I L THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predril ling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. a SPA EVE t5 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE ru S„ 3" 3,r Sill 3" 3" n Ill III 1 1 3„ 3" 3" 3n DOUBLE DOOR W/ SIDELITES 2A fE " 11 6" ;PACE :VENLY 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0aa IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB op V ° r °I 16" MIN. DIAMETER CONCRETE FOOTING 5" SPACE EVENLY µ P os` Rake Metal alga / 7" a to use B. a, E SEALANT L NAIL SHINGLES W/ it OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. ff'o"Bed` ice/ Sba C a�Ae'P" ` A' 24aP 6n`�Jfee Alp Oomae Slid Course oJr0 FP" v6 1�Co�a 2T zg° i eaves about 1/2" H dtlp ed8e aIs used, err ab"t 3/4" it no drip edge is used. valley demenirre L SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE _ ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM oF6" ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER ST SEALANT ROOF SHINGLES 6" X B" H GALV. T (LASHING CONTI I FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ FLASHING AT ALL VERTICAL WALL INTERSECTIONS \` WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW "- \ AND/OR SGD FRAME MIN.) GLUE STRIP \ w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTAC H M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN ASHEATH2 EXTERIOR FINISH IBY C O.A. WINDOW HEIGHT I 11/2t MIN. EMBEbmENT —00 00 WOOD SCREW EXTERIOR INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4" MAX. SHEM SPACE Maximum faslxner Sped ip Oambs, Head and SHI; Svevw: _ tworti g fm� Biberior Road View 1"hrlAdw of Wall Framinip 11,28pruse/Plpe/Fir Or Better , Glazing pro1a the binis flop, seraeches and otter damage untfl $t, ICf(th 6 eomvste YlOx1•ll2" 9vevi t4inimum FFormation-. 111 I r 0 I -: � I1-3/8" , Step Measure to before that opening is 3/8" to 1/2" large then the window, sift both vertically and horizontally. ' You may w6h to predrill the Installation holes in the In at Nistima. Me Ampundw t4is /d Meawvn fail as Vier any rat mttasa Step 2 Apply a gelsrous bead of allwne to the backside of the mounting On. Use enough Al one to sWBdently fill all voids between dxi ho and the wall assithing. SMy3 Insert the window ft the mining from the oulade. The win iev a labeled "%We"and"ousWe", but these labels Bare been remowd, the illazing band should always be to the Inside of the Step 4 Install shims unde the sill, adjusting Ow urn the art Is awnts In Me opening. SNms should be installed under the aft every 2 feet. The window amid be baskal mrtereA in the who no more then l/4" gap between the window and wall barring. Step 5 Irstall a #10 z 1.1 2" aaew 4" from the corner of the fin at each end of the head sill and looniambs, Step 6 Install the remaining fasteners In 8" inohemmts from the caner some to the center of eadh Name member. use rare not to over - tighten the sdmsand pull them through the fin. Ala, make we the screws go in straight and do not mite the Game to bow. Wall Gaming shots be a minimum of #2 Sphum/Mna'Ar. Fasteners should be#10 wells Ofsufident lengthtn achieve l-3/8" PdretmetiOn and me wall and no less Iffen l/Y ham edge of framing. Fzmemr rmamme nr"Nrvl In r eN"offF—Mx,-➢"—,— Step 8 If desired, a foam inasgtim on be applied W the intea gap between the window and well Gaming. If applied, dHsmua NON EAPANDIHG TYPE fOAM. Stall 9 Sim these windows are typically used In rooms with high mcalure, le; baUlroanz, it Is recommended Mat the Interim gal between the window and well framing also be sealed with sllkme and tasked w as not to interfere with Me msmha0on of wallboard Ole a Wm. Rep 10 Once all construction H complete, remove the bubble wrap from the made and outside ofthe window. N necessary, dean hWrks with a mild fhatergert and warm water using a sent doth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Cholcel CDOUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS- " Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off-rld a vent" 1 1" FROM EDGE AND 4" D.C. TYPICAL MAX. FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choicel TAMKO BUILDING 1PRODUCTS TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R8 LLC #30 SP T ATU RATED 0 ANIC FE T ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choice I Overhead Garage Doors: 1st "Cholce+30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1+30.0/-32.0 2nd CLOPAY 53W5 B x 7 FL15279 36 Swing Doors: 1st Choice +67.0/-67.0 THERMA O FIBERGLASSDOOR' 0R ' GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA TRUCORP. FLUSH FL20461.19 -...-Of TSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM F12Q461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/-146.3 The Tapco Group 7" Staggered Shakes INSTALLAITDi FASTERNERS ARE GALVANIZED STEEL ROOFING NAILS IVY' LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY, EMBEDMENT TO BASE MATERIAL FL20403.17 N.A. N.A. N.A. 2nd ChoicelSHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. ILA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540SERIES 3540 0e SERIES +50.0/-50.0 MI WINDOWS window PicturIN SUFFENT LENGTH TO ACHIEVE 1%' INCH MINIMUM EMBEDMENT FL18644.3 R3 WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 144 Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 1'A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd ChOICe 0E FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED ID SOFFIT VINYL 1 1/2DIREC" NAISol 'TIONLS 10" O.C. IN OF SOFFIT LENGTH FL16503.4 R-3 Hurricane Panels: 48 PSF EXT HURRICANE STORM 24 Ga DIRECT MOUNT. TOP �"-20 MALE PANELMATE W/ FL16293.1 1st Choice 46 PSF INT./ PANEL MFG. INC. SSteelaStorm WINGNUTS AT 121h" O.C. BOTTOM'/4"-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 tF 0 I.aI w EC Cl$ �m LL LL ,g ttlyh`inmz Ia � N •Y C LII modm aQ .5LLS5��13tl�s�PP¢¢,, n,a s a w rri air EZ2omd �yEy Z 31- g�gm�5Fg�j S, g' g gmtl `• a" Q vto`gm '. ❑ � �ww�w.FDSFrva.txmt z � WU z g CD 10 d � .i — Ln z 1- t/) (D M nn fi�00 v rn .6 fO w v ;+','; o0 U — s O W 6 c U N E p 1- 5 00 e 00 I{ m U m c way Q DAMS HOMES 111111 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: ITI PORT ST. LUCIE Job Information: O 0 zo a U7) LU y > m M z a m U) LD � a OJLLJ� _ 00 0 U) Model Name / Number: 1780 Plan Issue Date: Monday, November 2, 2020 KA PROJECT NUMBER: 20-7923 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH - �, / RESISTIVE BARRIER& WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER ODOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweathOr-resistant exterior well envelope. The exterior WEATHER _ WINDOW UNIT wall envelope shall Include flashing as described In Section R703A, A Water -resistive barrier Is described as a P 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 'P EXTERIOR SHEATHING BYLAPPIN DO FLASHING BY LAPPING DOWN 3/4"•1"BEAD OF APPLIED UNDER ADHESIVE TO BE AP 0.3 in : 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the of providing a weather -resistive Wing, p g OVER RIM JOIST AND UP RAN THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, Insulation, or for aesthetics, including but not limited t0, veneers, aiding, exterior Insulation and finish systems, WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, Soffits, and fascias. rsseue��nweawv+i \WEATHER OR EQUAL WEATHER PROOF CAULKING R703.2 Water -resistive barrier. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved weter4eslstive barrier shall be applied over studs or sheathing of all exterior walls. Such SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. 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 RESISITIVE BARRIER f ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO, FBC R703.2 (61 mm). Where joints occur, felt shall be lapped not less than 6 Inches (162 mm). The felt or other approved material SEAL TOPS OF JOISTS shall be continuous to the top of walls and terminated Bit penetrations and building appendages In a manner to meet the UNDER DECKING SUBFLOOR requirements of the exterior wall envelope as described In Section R703.1. (SEE DETAIL WP07) SELF -ADHERED FLASHING R 3 Water resistive barriers shall be installed required In Section and, where applied over wood -based WIRE LATH Detail Instructions sheathing, shall Include a avatar -resistive vapor -permeable barrier with a performance at least equivalent to two layers of sheathing, a rforma HEAD FLASHING TIE-IN INSTRUXTIONS: ,, RIM JOIST Grade D paper. The Individual layers shall be installed Independently such that each layer provides a separate 1. Cut, fold up & temporarily secure weather Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703A) Intended to drain to the water -resistive resistive barrier above header to allow for flashing installation numbered items in the list of instructions below: banter Is directed between the layers. 2. Self -adhered flashing plus head Clashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape t 2 1 2 BUILDING PAPER 2 O 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a Water resistance equal to or greater then that at 60•minute Grade D paper and is separated from the stucco by an Intervening, substantially nonwater-obsorbin g layer or designed drainage spate. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle-fashlon in a manner to prevent entry of water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes Scale: NTs SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW WPM 1 SELF -ADHERED FLASHING IWPO2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER IWPO3 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 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 expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Flula"n pplied membranes used as flashing In exterior walls shall comply With AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: EXTERIOR SHEATHING �A 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ADHESIVE ASPHALT ADHESIVE 6. Fold a5 ShOWm by afrOWS 7. Angle of corner may very, adjust foldingof the flashing accordingly to fit g y y j g g y 1, Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW (SEE DETAIL WPOI) "' tight to comer Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING I' 8. Mechanically fasten as necessary shall be Installed In accordance with one or more of the following: 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 SELF -ADHERED SELF ADHERED FLASHING, EXTEND A MINIMUM 6" RELEASE PAPER i0 EXPOSE flashing Instructions or details are not provided, pan Plashing shall be Installed at the sill of exterior window and FLASHING VERTICALLY FROM ADHESIVEAS stlowN) door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the BOTTOM OF exterior wall finish or to the water resistive baffler for subsequent drainage. Openings using pan flashing shall � THRESHOLD MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. s SECTION -A NECESSARY IN CORNERS THROUGH 1..2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or SFLASHINLASHINGHERED O [ �� FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with name or stucco walls, with projecting lips on both " SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE t O 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER - 2 SEAL TOPS OF JOISTS UNDER DECKING 7 8 6 4. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE $ (SEE DETAIL WP07) 7 6. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof Intersections. SELF -ADHERED FLASHING IWPO4 SELF -ADHERED FLASHING IWPO5WP0V SELF -ADHERED FLASHINGHALF 7. At built-in gutters. ROUND WINDOW EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING - - DECK PROTECTOR _ _ SHEATHING ," 7/8" Cement Plaster Cement Plaster • __-- 00 in accordance with In a n accordance with f, ASTMC926 ASTMC926 - -- SELF -ADHERED"` FLASHING PATCH �' (.-., ,. Felt backed metal Felt backed metal e,.. lathe in accordance lathe in accordance SELF -ADHERED FLASHING with ASTMC1063 with ASTMC7063 ' r DECK PROTECTOR xT Building Paper � Building Paper / OF 7/16" O.S.B. i-, '/ 7/16" O.S.B. sheathing.' ;� sheathing SINGLE DOU O SBLE ' Metal Keep top JOIST SELF -ADHERED FLASHING ..:. Flashing _ .. .. Of Weep screed SELF -ADHERED FLASHING j . - below top of 3 1/2" block block 2 Unperforated 3" IN 4 Flange 7/8" Vulcum Weep Screed cauk bottom O 5 joint only Maintain Metal Flashing Bottom of 3-1/2"Unperforated SELF -ADHERED FLASHING \ /t, / pO SELF -ADHERED FLASHING W PO O 8 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W PO ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE Weep Screed p 1 1/2" to 2" Flange 7/8" Weep Screed \H0.8362x;DECK JOIST V �/ j- OUTSIDE CORNER INSTALLATION OF THE BUCKIRECEPTOR. Above ROOF 1/2" Cementitious Sheathing Decorative Finish 5 • • o, All inside and outside corner will ,••,0' need to be miter EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster butt joints need to ••`•O• BUILDING PAPER SLOPE in accordance .. •°•'• becaulked using SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in '0 3 in: 12.0 in (0.6 cm: 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH. SELF -ADHERED FLASHING ~'-- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement Plaster Finish IV V SELF -ADHERED FLASHING Block WIRE LATH 21/2" Perforated Flange 1/2" Weep BUILDING PAPER Cement Screed BUILDING PAPER W Plaster over block ' lstfloor' EXTERIOR WINDOW UNIT CEMT. FIN. Slab Install bottom edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 O Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL W P 1 O - ADERED FLASHING W P 1 1 CEMT FFINNIISHR ARA ETHWALL W P 12 the Weep Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMTHIN FINISH WINDOW SILL ,,A,t\\\ RRrl+rrrZr G £. �Q -C1SE • O ky Q�;•("J lit C4 (ram C4 :h111 :0` 0 00 8 W (0n co n aE Q , at u � �G .a r m9eu �j��� W W es' a Qv.'2'g ;gg IY w 13 sW3i• �;: Q 30 s"fi WSmCo m�", m o LL s m i7 oo N L E. 2 g�. As o 5 ° F 'A WWW.FDSENG.COM ❑ ❑ El Z o - o Z o Z � gN a" 4 J � r1 1 Z VJ ZCCO t/1 CO i Q C V W Q M V) it d � chi to r M s o 0 I> O "o aQ 6 aam Qm' DAMS HOMES , , , FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY ( GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE i Job information: Y i t Il i ;O i FL I � Z o LO o a u7 g W N � y m M N C LU i sHtokit N _ F M Lo Q _l Liu Z) M o J m u) ( J t0 LL. Model Name / Number: : 17Rn a`3 c VI Plan Issue Date d Monday, November 2, 2020 g KA PROJECT NUMBER: Y 20-7923 � Sheet: W P Of: WATER PROOF u. DETAILS K 5 ° bath duct. to roof cap w/ standard 70. afm bath fart 23 SRI 25 SH �CKLSS 7--8EGRESS _...-1`� - ._ LINEN!. - IN OWNER zFa 4 BEDROOM 12x6 lwcd 50 OWNS LANAI' VAULTED CEILING- rn NTH 8'-0" CEILINGr TO 10' FLAT 170 a ". "• 10x.6 1 ' CEILING: 7�: U Q R sH , _ _ s W.I C. 8x425wcd_0" CEILING 4 Q xi ra R/sFI zasa � - - 0 <' 1 0x1 0 rag 8 f 4' 6x16 rag s U, ,' ;�., VAULTED ID FLATCEILIN 10 _ n r ' 10 8" 14x8 1 wcd 6" 195 FAMILY VAULTED CEILING TO 10' FLAT. TH a U C R/ SH c�Z s to roof cap 18�.� G; �I o f 5 xl8 : fbrag Cn W/ standard 70 n^ !! Z cfm bath fan 10x10 rag o r Cn .� 10x6 1wcd �. > D;W, 75 t1J ,W I BEDRO VAULTED CEILING o, 42X42 A/C SLA TO 10' FLAT W fi r 55ppD L UNDR A BY BLDR MIN oA G'—o cEIUN� o KT�HEN =z D , VAULTED C ILING om 0 2' FROM WALL Locnlno TO 10' F 1'2x6 lwcd 28C - 160 4 dryer duct to roof cap R c, w/dryer vent box 9068 ULL OWN. STAIRS _1 2x6 1 wcd OCATE IN FIELD 150 22 1 /2"64" BW2 DIEING � VAULTE CEILING ro _ .GARAGE \ y TO 1 ' FLAT I- 8._0., cEluNc FOYER F w Z. so3 AREA CALCULATION'S s-, b 1st FLOOR 1780 S.F.. 3068 OTOTAL LIVING (AC) 1780 S.F. - 'L GARAGE 391 SF ENTRY sy 3s sN COVERED ENTRY (EASE) 98 s.F � S� FOSF 2 COVERED: PATIO/LANAI. 117 SF, EIDP 12" SO TOTAL AREA UNDER ROOF 2386 S.F. M522 ■ YP.COFUN 2_-- ■■®'( "�4. co .. . / 15'x7' GARAGE DOOR III I FLOOR PLAID Q) LuJ • • • > Z NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE R OMS Z © W :cy Transfer ducts/grills sized in compliance Co 1-- < with Florida Residential Building Code—M1602.4 0 Q balanced return air. m CL J� Q d EXCEPTIONS 1-3 SCALE: 1/8" _1,_0,. _. ELEVATION „A,, Rating , I L ; 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. COPY , '