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HomeMy WebLinkAboutBuilding Plans4 TERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG 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 (REF. 2017 FRC R703.7.1). R703.7.2 PLASTER, PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED 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 RS SHALL CONSIST OF ON LAYERS. THE BARRIERS E OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT. BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION STRUCTURAL NOTES: CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE. PERMITTED SHALL BE AS PER DETAIL MS05 ON. LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "P' OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900!PSI ( I'm =1500 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP1.8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CEL4 REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. CODE CRITERIA FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE- (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) 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 7-10 ALUMINUM. DESIGN MANUAL -2015EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (0) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLORRI-JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" *** TI MAY 1 /"Y GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND gpT70M CHORD LL* LL 0 0 0 0 FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD 10 10 10 10 TOTAL (PSF) 37 37 1 45 55 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 BOTTOM CHORD LL (OPT) 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. ATTICS W/ LIMITED STORAGE 20 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN B. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb=. 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP.I.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: GENERAL FLOOR LOADING ROOF DECK: PLYWOOD C•C/CG EXTERIOR OR OSB FLOOR SHEATHING: t&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7 16" STRUCTURAL I OSB EXPOSURE I OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF) COMMMENTS: A MINIM 1/8" SP4 IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD ILL 0(PSF) BOTTOM CHORD DL 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER PLAN STRUCTPREFABRICATED 2, WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. GAME ROOM 60 (PSF) COMMMENTS: 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100. (PSF) 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE. DESIGNED BY LIGHT STORAGE 125 (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS.: LIBRARIES READING 60 (PSF) 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. ROOMS STACK ROOMS 150 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, GUARD RAIL ® HAND RAILS (d) 200 (PSF) AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. MORE INFO. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O W 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) - 28.8 0 34.4 O 50 + 4.8 2 + 24.8 G) (.) 27.1 F) 31.1 Y @ 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-O" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 0 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 L D ASSOC A D WITH THE LOWER EFFECTIVE AREA. 3.. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA, CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES INDEX OF DRAWINGS ISHT NO 1 2 3 4 5 6 S-1 S-2 S-3 S-4 S-5 WP TITLE COVER SHEET FLOOR PLAN FOUNDATION PLAN ELECTRICAL PLAN ELEVATIONS TRUSS LAYOUT LINTEL PLAN DETAILS DETAILS DETAILS PRODUCT INFO SHEET WATERPROOFING DETAILS FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE- 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed In the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS 0 SIMPSON 1 " TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE R P N 2 / 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. UG do currents that at these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals r fessionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #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 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained In these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not DURINGBONDBOND BEAM HE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS; THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1).#5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). construction. All construction MUST be in accordance to the 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 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 44"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 documents. Any questions regarding the information found in these plans should be directed to our Quality MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR. THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager a er at 321.972.0491 immediately. No beckch a es � Y rg MISSED CONTRACTOR TO INSTALL 2 SIMPSON HGAM10 W 4 i 4" x 11/2" SDS SCREWS AND 5 1 4" x 21 4" TITENS ONE EAC SIDE OF TRUSS. TO PROTECT WITHOUT 1 N SITE MATERIALS,bR E EQUIPMENT, FROM MOISTURE MOLD FUNGUS FIRE THEFT, VANDALISM, H LIMITATION, THE RESIDENCE CONSTRUCTION E DAL SM TRESPASS OR ANY Q OTHER will be c considered for reimbursement by the Designer/Engineer PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER without advanced notification and approval by the NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS ONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Designer/Engineer. Payments will be made in accordance to the MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. , m N 't %%gL.0, TOt'tsb� ._ No 67864 ~ N F STA Cq , V "A+�aa..6• I ! m N t is $g C",N2 A a o N N IZ ODD i9 Val l Z W m9nm as � ..°.I _ omM W §g w LLI a-4_ tn az 01 EsBE W ^{$ �z V e0A v,A, 2.mj y'g E °° m m uz F' Z a" GJ� LLJ o Boa O N 2 Q WWW.FDSENG.COM ro Z Z CJ M z a � o J LL Inn, W a- U y W w t- in _ E o Q t) w mod fLf �m U W mNE O 6,1 N Lo 9 -U c Q gi o e°u m ® RAMQ unrurc� FLORIDA CONTRACTORS. LICENSE NO. CRC1330146 3000 ULFBREEZ PARKWAY G E IGULFBREEZEr FLORIDA 32563 I 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPS N HTT5 w/ (26) PORT ST. LUC I E 16d x 24/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGED[ ANCE. CONTACT IV I Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. ROUTINE MULfF;-lBo'oh M = - �� G"o_ - O'�� 1 4t4l".- R�VIEWED R CODE COMPL ANCE ST. LUCIE COUNTY FILpE,�gfY EC - a z ° rn LLJ m \ / � W � L0 ` y N m C M U Z 0 - 0_3LLIZ M o " _Im00� Model Name / Number: 1780 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-7742 Sheet: I Of: COVER SHEET 160 MPH OPENING PRESSURES BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(Plf) TOP BOTTOM NO BW1 16" 2) Ted TOENAILS (2)16d TOENAILS SPF UPLIFT SP2 W/ (6}lOd SPS W/ (eylod BW2 18" STUD, (6) SOd PLATE STUD, (4)10d PLATE SPF 402 BW3 16, (2) SP2 W/ (6)10d (2) SP1 W/ is)10d SPF 803 TUD 8 I6d PLATE STUD, 4 10d PLATE FB-W4-1 18"NO (2)16d TOENAILS (2) led TOENAILS SYP UPLIFT BW5 SP2 W/ (6)10d SP1 W/ (6),10d 16" STUD 6 10d PLATE STUD 4 iOd PLATE SYP 439 (2) SP2 W/ (6)10d SP1 W/ (410d BW6 1e" STUD 6 10d PLATE STUD 4 10d PLATE SYP 878 BW7 12" (2) led TOENAILS (2) led TOENAILS SPF NO UPLIFT BW8 SP2 W/ (6)30d SPS W/ (6)10d 12" STUD, (6) iOd PLATE STUD, (4) 10d PLATE SPF 535 BW9 (2) SP2 W/ (6)10d SP1 W/ (6l,10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12" (2) led TOENAILS (2). Jed TOENAILS SYP 0 BW11 SP2 W/ (6)lOd SP1 W/ (%tOd 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP. 585 BW12 (2) SP2 W/ (6)10d SPi W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED -DOUBLE 2x TOP PLATE TOP OF. _ WALL , L SEE PLAN 4T MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE BOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S3 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO o 2x MIDSPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS iPER PLAN / TALLER THEN 8'SCHEDULE ABOVE F.F, SEE FOUNDATION { - PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" 0 C. W/ 7" INFO EMBEDMENT OR 1/2- A.T.R. W/ SIMPSON SET W/ SW- SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. °. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD - 32" O.C.W/ SAME EMBEDMENT W/BE RANDNAILS EDGE. SEE GENERANOTTE BRG. WALL DETAIL INFIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPa CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE S. IF SW- IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFD6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW' IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXrERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE DWI, BW4, BW7, 8W1O THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP3/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. lOd= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(L)) C1 (3) 2 x 4 #2 SPF (4) - led TOENAILS 0 02 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 1 1/2' 2145 SDS SCREWS a (3)2x4 SYP #1-OR- (4)-16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2' WEDGE ANCHOR* & (8)1/4- X 11/2' 2145 SDS SCREWS a4 x 4 P.T.#2 ABU44 W/ 5/8' ATR** U= 6665 SYP POST & (12) - led NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G =12000 CB SYP POST & 12) -16d NAILS U - 2300 8 x 8 P.T. #2 ABU88 W/(2)-5/W ATR** G=24335 C7. SYP POST & (18) -16d NAILS U - 2320 3.5 x 3.5 P.L 1:8E Fb=2400: PSI HDU5SD82.5 W/ (14)1/4" x. 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXr.) ANCHOR, OR ATR*" 3.5 x 5.25 P.L. HDUSSDS2.5 W/ (14)1/4" x G9 1.8E Fb=2400 PSI (WOLMANIZED IF EXT. 2 1/2' SDS WS & 5/8' E(OPY ANCHOR, OR ATR** 5645 C10 3.5 x 7 P.L. 1.8E R1=2400 PSI HDU8SDS2.5 W/ (20)1/4" x 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXr.) ANCHOR, OR ATR*** C11 5.25 x 5.25 L 1.8E F'W2400. PSI (WOLMANIZED IF EXr.) HDU6SOS2.5 W/ (20)1/4" x 21/2" SDS WS & 7/8" EPDXY ANCHOR, OR ATR*** 7870 7 x 7 P.L. HDU8-SDS2.5 W/ (20)1/4" x C12 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8' EPDXY 7870 OLMANIZED IF EXT.) ANCHOR,ORATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH, STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF (C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON Y4. GUN APPLICATION - NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 2h' 0.131' X 2 %' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148- X 3- 0.131" X 3' SE PLAN BLOCKING & TOE OA48" X 3 h6" 0131' X 5.46" NAILS & TOP PLATE 12d 0.148" X 3 M' OA31" X 3 U- 8" O.C.(COMMON) STUD WALL 6 O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3 8 O.C.(COMMON) STUD PACK 8 O.C. GUN NAIL COLUMNS led 0.131' X 3 �A (2)16D(COMMON) SEE PLAN (3)16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) -2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H2 SYP W/ LITC SEE GENERAL HEADER NOTE #5 7� PLATE TH S SHE2 ' W3 (2) -2X10 #2 SYP SEE GENERAL HEADER NOTE #5 WI 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2' FLITCH PLATE THIS SHEET H5 (2) - 1 314" X 11 1/4 ATTACH TOGETHER W( (2) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" D.C. TYP. EACH SIDE H6 (2) 1 3/4" X 7 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 V2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" D.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2X4 WALL 2X6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA- END EA. END EA. END EA. END (1) (2) (1) (2) 4.-0" - 9,-0" .(2) (3) (2) (2) 10'-04 -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULTPLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" D.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE .MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OBB FLITCH PLATE. NAIL SIMPSON LSTA38 OR (2) V BEAM TOGETHER USING (2) SIMPSON KTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU D.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OBB FLRCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS 122' ' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF J2d NAILS 0 12" OR (2) SIMPSON HEFA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-13/4" x 111/4` LVL 2.OE Fb-2600 PSI. NAIL BEAM - CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) M4 1/4" x SDS WOOD HTS20 TO WOOD POST S 01 SCREWS ®16"-0.C. TYP. OR (2) I OR (2) SIMPSON HETA16 CMU EACH SIDE. _ N. COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 117/8' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 3 1/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETAi6 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS ® 16' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4' BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS & BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. Q N N S2 ®N N 0 11 5'-4" 3X5 0 F.G. SHWR OWNER'S BATH M 8' 0" CEILING R/SH -- -_,AI -- Q N i W.I.C. 8'-0" CEILING I "(N R/SH 2868 - co I I I i I I I N I FAMILY o VAULTED CEILING TO 10' FLAT I N I ¢Y IW 003 � M ZIJ �Iv L 36" FLAT BAR TOP ON 34%" WALL ----� ---- --------- ______ _____ __________ - r I � D-L I N DBL. SINK KITCHEN VAULTED CEILING n I TO 10' FLAT iv n In 1 A 1 4 -6" 2668 7IG. 5 SH 7,_6„ I 15'-0" I 1 I AININN a _ VAULTED CEILING V TO 10' FLAT 3 a I I 3 I x I a Y (V W a LINEN 2668 5 SH's O 25 SH. 25 SH EGRESS 17'-6" EGRESS / / OWNER'S 00 BEDROOM ' VAULTED CEILING / N TO 10' FLAT / - I - / I ,.01, 2,-0„ 1'.0" I 14'-0" ei � I 2668 w cv 00 J cc 3'-0" 3'-6e N 10'-0" CLG 00 PROVIDE PLATFORM FOR AIR HANDLER - VERIFY SIZE W/ BEDROOM 2 VAULTED CEILING TO 10' FLAT I ) 2668 00 8 -0BATH 12 i MED CAB O I O I O O S N o t ..---R/SH-Cq fV R WAI L:.. .... _. .-mn 2666 MANI I v N N W L 2 Ix A 0: U) O w N HANSON BOX m 036"AFF N I 10'-0" IBEDR00p/ o CEILING ,. I VAULTED CEILING I TO 10' FLAT A NDRr to 10'-0" CEILING D DRYER VENT THRU ROOF MAX LET 35'-0" VERIFY -2" 2868 LOCATION °"�-'�.' _. W/ BUILDER NOTE: BUILDER TO PROVIDE W.H. APPLIANCE PROTECTION IF O REQUIRED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS tsym EGRESS I S,S, Sly N ENTRY 35 SH -0' 2'-4" L 7'-0" L 2'4" 6' 4" MS 12" SQ. BM3 M ' COLUN__ ______ _ ------------------- _ __ _____ t r I ,-0„ 4 --------------- PULL OWN. STAIRS LOCATE IN FIELD. 13Vd2� (- _ 22'6"x54" -' GARAGE 8'-0" CEILING I I I I I 1 I I O MS12 I S-2 � I 16'x7' GARAGE DOOR FLOOR PLAN SCALE: 1/4" =1'-O" ELEVATION "A" N ENCLOSED - EXPOSURE B +27.6 / -29.9 B +27.6 /-37.0 V, +26.5 / -28.8 +26.5 / -34.4 ® +24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND o FRAMED WALL BEARING FRAME! WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL PeLO r ra9 E ,. v' No 864 '; N •i GENERAL NOTES T � o N 1. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or o S)'•, ST TE OF honeycomb steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of t v the venting. v 3. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-Inch (12.7mm) gypsum board applied to the garage side. 6n Garage beneath rooms shall be separated from all v habitable rooms above by net less than 5/8 Inch c (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also E protected by not less than 1/2 inch (12.7mm) c t0 $ $ N gypsum board or equivalent.OD 4. R312.2.1 Window sills In dwelling units, where the g w 8 y (o N $00 OD N o # x Opening is located o z I.I.I $ r a �' r` C'` of an operable window more than s -9, z 72 inches (1829 mm) above the finished or grade g d 5-0 �' vsm" surtace below, the lowest part of the clear opening d. 66I of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in a� c is �P'a .,;.� w ei w c s" w I.I.I?. °' o. which the window is located. Glazing between the Z ®� 0 T floor and 24 inches (610 mm) shall be fixed or have' - 0 openings through which a 4-inch-diameter (102 mm) sphere cannot pass, m E m m LL c 4";Ra #"j i. R308.4.2 All windows within 2'-0" of doors and In a' 8 e= 0 W1 N shower or tub areas will be safety tempered glass. p s g g i. Ceiling for exterior entries and covered porches to t �a WWW.FosENG.coM ❑ ❑ El Um LO N have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" CDX. V '�° iX Z o T&G acceptable for substitution. W m o F. EC: R402.2.4 Access doors from conditioned spaces toA Aft Z Z p c (I II unconditioned spaces (e.g., attics and crawl spaces) $ x l_ _ J; Shall be weatherstripped and insulated to a level § o_ equivalent to the Insulation on the surrounding surfaces. _ J z �' r�- - -�� 0111 N (D FL`_J 3. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. igt. 35'-0", washer & dryer units w Q) 4D w (washer unit to be always on left side when facing 0 units) hanson box ® 36" off 3. Ceilings for exterior entries and covered porches to be io E U - w m m U'V6 7/16" OSB on underside of roof trusses shall be o ` ,O ed ro attachedm to framing members with 2x blocking ng a iN c m U i N provided " perimeter. The shall be attached w/ 8d palls at 6" O.C, field and 4"" D.C.O.edges or 7d screw 2 w 0 '- at shank 3" O.C. field and 4" edges. Vinyl ceiling to be c '='wN { 00 o ^ $ - attaches to OSB per manufacturer specifications a U O oIO - mp < a a co,w ao-� I � ® DAMS HOMICS I c W. FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY 26 GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE i VI Job Information: O N c ` O 0 � V r0 Z a 10 W to a OT O QJo ° N C }a W W fn N 6- JLL O/ 'L'u^ ,�^ /'3 V J U) W Ui I Modei Name / Number: 1780 d AREA CALCULATIONS o T I Plan Issue Date: N c Thursday, December 12, 2019 1st FLOOR 1780 S.F. KA PROJECT NUMBER: m m d TOTAL LIVING (AC) 1780 S.F. 19-7742 Y n m GARAGE 391 S.F. Sheet: q Of: COVERED ENTRY (BASE). 98 S.F. o N L COVERED PATIO/LANAI 117 S.F. FLOOR PLAN TOTAL AREA UNDER ROOF 2386S.F. ■ (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 81, REINF. OPTIONAL CURB FOR F F_ VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0" ; "''.. ; - — W/(1)-#5 BAR CONT '.•`' 00 % w Z .'J 2 STORY: 20. X 20" N ti • ' ' • REINF. N W/ (3) - #5 CONT. ..16" (2) #5 SEE PLAN , REBAR 16" (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2"=1•-0" 1 FM02 I SECTION @ GARAGE 1/2"=1'-0" REINF. SEE PLAN _F F m I. 8 (1) #5 REBAR CONT. FM03 I THICKENED 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 * I� RECESS &PITCH DRIVE ' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/21, EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16° _.. log uo oconD FM09 I SECTION @ GAR. DOOR 11/2" = 1'-O" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) [[ rL,vl� x -- n — 16 4" , � 2-#5 REBAR SEE PLAN t ' 4" f FM11 I STEP DOWN BRIG. 1 1/2" =1'-o" I FM12 I STEP DOWN NON BRIG. 1 1/2" = 1'-0O j SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" a w TYP, SECPLAN ELEV. BAR WITH CURB - N (1) #5 BAR CONT.�(G.C. VERIFY) z � ' 1 F.F. REINF. i iD ' • ` _ _ _ _ (SEE PLAN) d • '. 2 #5 CONT. I • INSTALL LINING-----r� * 2 #5 BENT BARS W/ MATERIALS PER m MIN. 25" LAP SPLICE FBC-R P2709.2 ` - — T "1 T,. MUDDED FLR. MW. • ,. SLOPED TO DRAIN 2 #5 CONT. FM14 I SECTION @ RECESS SHOWER 1/2" = 1'-o" FM18 TYP. STEP FTG. DETAIL 1/2" =1'-0" 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" QUANTITY CO #5 X 25" X 25" o c ' CORNER BAR ONE N 'E FOR EA. HORIZ. w REBAR, TYP. U.N.O. -(2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. FND PENETRATION 1 1/2"=1'-0" GENERAL FOUNDATION NOTES 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LEIS OF FIBER PER CUBIC YARD FlBERMESH/FlBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FlBERMESH OR NER-414 FOR FlBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB, HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT, ABOVE SLAB. 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS 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 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP, IIbsl F1,0 1'-0" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 F2 o 2'-0" X 2'-0" 1'.0" 3 #5 E.W. BOT. 7200 F2.5 2'6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3,5 3'6" X 3'-6- 1' D, 4 #5 E.W. BOT. 21500 F4.0 4'-W X 4'U" 1'-0" 5 #5 E.W. BOT. Y8000 F4.5 4'6" X 4'6" 114" 5 #5 E.W. SOT. 34500 F5.0 5'-0" X 5'-0" 1'4" 6 #5 E.W. BOT. 42500 1EE6'-0" X 6'-0" 1'4" 7 #5 E.W. BOT. 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING IM -INDICATES CONCRETE FOOTING 3" TO SANITARY SEWER PLUMBING RISER M 4" 7'-8" FM03 N m F2.5 3,1 o m_ tm 4, O„ FM01 3.1 — ,3 0'1 ' - II 3X5 n II I F.G. I ' SHWR I - I W/C L 1` , I � 3.1 SLOPE , 2'-3" 4'-3" 2'-0" 2'-6" iD I ; m , m I I--- C.J. , - I ' ; I I U ZD --- I ro m 5'-0" 3'-8" 4' ; - FM02 1 0 3.1 I STEP DOWN 4" M , � ■ ■ N ■ ■ OP ■ ■ 1 , 1 1 ' ' � I 1 , �p o M J. _10" 6'-10" 3'-2" 2'41" 7'-2" 1 O o I ' IIHVACIII II I i LC= TUB it W LAV W/C', 1 1 1 L — — J 2X8 WALL � 1 M M ■ �l PROVIDE CHASE V(lr ; 4 11'-0" FOR HVAC UNIT- ; qn, lr o - ---- --- -------=) 00 02 �lrylr ' I D/W I _ ■ 1 ' _ PROVIDE ELECTRICAL _ DB .SINK _ _ - � IWASHI1 y ; & PLUMBING SERVICE � _ _1 i 3: oQ ' THRU SLAB @ ISLAND 12 lr '% FMAl q ; LOCATION _ ;N; a 3.1 ; In ; (REFER TO FLOOR) (- 1 , r _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ �p- l� _ ' ® I r - - - - - - STEP DOWN 4" - - - - - - - - - T 1 FRI-G-. I I 1 W.H. II ' M01 3.1 --R-E --' I';11;'11'11 <o 10 ■ o .i1n C.J. IIIIIIIIIII IIIIIIIIII + ---------- OP II1 IIII 4 w°o N M0`2 qM4En ---� FMO -------------------' ^Yv 3.1 �♦`, � STEP DOWN 4" III qv'` ® •,' 2'-0" 20 ® oEo F021 I2' -0" 2'4" 4 1 3M . qED FMO9 ; HOSE E� 12" SQ. CIVIL COL. W/ FM03 ; (2) #5 BARS 3.1 (2) #5 BARS ' BIBB (2) #5 VERT. GROUTED 3.1 ' W/IN EA. F.C. EA_F.C.--- o -------W/IN ■® ■■ F2.5 20',0" 40' 0" FOUNDATION PLAN SCALE: 1/4" =1'-O" ELEVATION "AL' m p 8LO r 7-0 s%�.�`�Q 0 E �i NSF �>`• N N 87864 'f e it 10 S ATE OF �u E O . ell �7JP98YLi9F•9g0`, -M L F- amp m00 00 m s g M 00 00 W gg €�-`gSg2 Z WYo��m li u Li Esxa mWrn3 /1/ I• .� Z Ott ljj $U w` II(i m�oaWw �g Va �t am dye Z '0w .NQa 3 z o W $- V Z y m J •ni� rn "iK m €' Qa':e ¢ ¢ ° �?Egv W 'S N l i B e L Q J o .E � WWWW.rDSENG.COM ❑ ❑ ❑ M W z N O z M 0 z v a a LL — 0 z o ' c9 a w E � E O w o _ 0 c m N = WM U ENE w OpE 00 1� m 'u>T Uw°od - c ma a Q0 a cm 0)0w ' / r1/AMC Lit%RAW40 L 1l0 a U FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 I PORT ST. LUCIE ♦ I Job Information: cr. O I— m a z �0 � LO W o c M 00 "ICC 0) m DD c J LL 67 ai In O (D z � Q J W M o J co U) Ui LO LL Model Name / Number: 1780 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-7742 Sheet: 3 Of: FOUNDATION PLAN '( 235 LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1780 x 3 = 5340 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN UGHT'G & RECEPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,887 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 23,887) = 9,554 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL . 1 0 1 m 2x6 WALL (FLOOR TO CEILING) 2,$ USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. I I I 1' I I I I I' I I 1 I i I I I I I I 1 I WP GFI FAN P EWIRE FA'1 'LT. m m m o 0 FAN \ LT. PREWIRE \ FAN FOR D/W ------J -- --- --- GFI FI GFI �I I — FOR ��R,� HOOD R _ kR I L- oc, I I i I I �e--- 1 I , I1 II - - I II I II /1 11 .I I I 1� 1 ' N77= • WP DOOR GFI BELL / I /h/ I •--------------------------------------- —-----------� `li• 71' i i i i i i i i i i i "+FANIRE 'FAN 1 I 1 I I I I I +FAN FAN.IRE LT. I CM I I ® I ' I I ff I Yi' CHIMES FAN \I I +FANIRE � Y 1 @cGFI 220 1 1 u �—rr GFI AT I 42" AFF 2200 V✓•H• I 11 ATTIC ELECTRIC ¢ J �F REQ'D BY CODE', Z F ------------- •' av LLJ w GFl AT GFI 42" AFF FOR GARAGE DOOR OPENER \j--------------------.-------------------------- BIBB WATERPROOF JUNCTION BOXY T - _ - - - ••�"�' TO TIE INTO POST LIGHT. CONDUIT COACH LIGHT — - — - — COACH LIGHT TO BE BURIED 18" UNDERGROUND VERIFY LOCATION OF POST LIGHT W/ BUILDER IN FIELD aa ELECTRICAL PLAN SCALE: 1/4" =1'-O" 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" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE, 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR 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 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 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 lJ lJ $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n U n. u o TRACK LIGHTING SCOUNCE ( WALL MOUNTED ) FIXTURE p CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET (Y) GROUND FAULT INTERRUPT Lu 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT u 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET DISP 0 DISPOSAL TV T.V. CABLE OUTLET L-= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J❑ JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINALAMPS. NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR E 200 AMP SERVICE 200 = 210 COPPER OR 4/0 ALUMN, IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP AIC DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE INTERSYSTEM #8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. f Ix 3 m M a ,�mm m p v al1Fg- 00 g$a5 W V1 N r € 5g a In 00 00 U b 2 y o .l a e ik 3kt g a � Lu LL LL cv r c 8mP I-. �aaz w $8� W Qw xn% CL LL� V =LLw Lu� _mot p w w � a � Z 0=h$o 3 z o wq=" �N�cmY�omoOG3 t$ �g Z LLJaaEE`�me ¢ ZE oT IM1MhY.FDSENG.COM ❑ ❑ ❑ CD m 0 0 Z N M O W Z 0 J p a [L z o C9 a W wl- m 1/ O w 0 --- - -_.. U BC11E --- w opo U M ow o, aim DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: I..L O co a z G, � LtJ 0 \ / � 1 Y D] o LL m .H LO a 3 m z F C-)m _3 Lu OJ � M incn U) Model Name / Number: 1780 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-7742 Sheet: 4 Of: ELECTRICAL PLAN m: I.-,, � t 1,31, 12 6 T / A/ O OD FIN.FLR._-- — - — - — - — - — - — - - °P io -------------- HD. HGT. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING ------ o CO _FINFLR. — 25 SH 25 SH 48' OFF RIDGE VENT 48" OFF RIDGE VENT 12 T.O.M. 9 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN_ FI R_ 48" OFF RIDGE VENT 12 T.O.M. T.O.M. 25 SH OP _ . HD00 IFINJI-R. _ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING _ _ 0 FIN_FLR. _ 48' OFF RIDGE VENT 25 SH T 1 .1 25 SH 35/2 SH LEFT ELEVATION "All - SCALE: 1/4" =1'-O" T.O.N HD_HGT. R °4 aD <o -- - — - — - — - — - — - — - — - — - FIN_FLR. RIGHT ELEVATION "A" SCALE: 1/4" =1'-0" VENTILATION CALCULATION Formula.= SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust Soffit product provides 4.12 net sq in/sf I Ridge vent provides ".<18.00 net s in/If 01 .00 net sq in /sf Overhang distance - 1.33 ft' S.F. of Area to be vented SF) s.f. Total needed forexhaust for upper 1/3 : ..573 net sq inches Total needed forIntake (soffit area, lower) 573 nets inches N umber of Off Rid eVe nts for u per 1/3 needed 4 L.F. of Rid a Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required i 104 Lineal S.F. provided by plan. ININ FIN T.OA W FlN_FLR. 25 SH 25 SH 2868 FRENCH DR. LITE TEXTURED DECORATIVE —/ Jy� 9Q —� 3068 DOOR 16'x7' GARAGE DOOR ' M CEMENTITIOUS COATING COLUMN I �' N Y a REAR ELEVATION "A" FRONT ELEVATION "A 0 SCALE: 1/4" =1'-0" SCALE: 1/4" =1'-O" u SLO i 7- AeT� 0 y NO 7864 N cli fE w TIE OF L I_ aS cE� N w CO �wgg gNNE m CO Z30�2 Z� yap E-ep — �mm�d F-.r mz LL, g�sa W V>am°aa� Z 0�h$e 3ao ��$a QNa d a *U M I1J c o M e= m�-9 01— @ 4� WWW.FDSENG.COM ❑ ❑ ❑ W U M 0 Z N O z M o z m (W�\ QD � 0 Z V S VI Q �4�_ o o' u°c 0 u "o to c COX rY. fa U m C4 EOD ...1�� u ° OD N m i� 0 Op _ � N ®U Mo° all mII ix 1n I s amain ® DAMS HOMES z� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREE2E, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I..L� 0 m a z 0 rn W i C m \0000 / m cm LL z u7 m U) v V (D 'a 0-5QZD M o _--I m U) (1) In Model Name / Number: 1780 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-7742 Sheet: 5A Of: ELEVATIONS - A SEE DIET. TB03 G.C^ TO PRI BLOCKING - W/ APA RE( FOR SPAN I 7/16" QSB SEE DETAIL 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/3.6 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS 11 EQ. O Q CONTINUOUS BOTTOM CHORD v "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - 4 (VIDE DETAIL TB01 v 0 COMPLY OMENDATIONS _ p g - - - ATING.OF _ _ q T603/S-4 v Q _ a Q O X a � 4 F TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs I 4 FT. _,.. O L________________________________________.__-_-__-___-________- I I , _ 4 FT. , OI O ,O 'I ------------------------------------------------- 5 FT,. 4 Ff. O O 'O 5 Ff. 4 FF. O2 1 I `♦ I I 1 �' 11®tl;�11 O . O , I 3 � 1 \ --- 4 FF. - 3 3 ------- -- -4 Fr: 02 --- -- - O O 0 4-F 3 0 ROOF NAILING ZONE DIAGRAM �A NAIL AT BASE 2 ROWS @4"O.C. W/8d COMMON NAIL ROOF NAILING SCHEDULE: ONAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 Sd RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER SHANK NAILS) NOTE: W/ 8d COMMON NAILS @ 4" O.C. (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7116" OSS MIN. (SHINGLES) SPAN RATED 24/16 MEMBER IF GABLE END OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE D TO BE ATTACHED TO NE PANEL EDGES WILL SCHEDULE. PER NAILING SCHE D E MORE THAN 1/8". ST D AND OR BLOCKING AT ALL EDGES. A MINIMUM 1 8" SPACE IS U / ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 112 x 13 4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15/32" OSB BEYOND EXPOSURE/ EXPOSURE/ SHEATHING SHEATHING II II II I II II II II II 11 PROVIDE ( 11 BLOCKING AS II II REQUIRED PER - - SECTION X-X IF II I NOT FULL II II HEIGHT SHEET C II II II II II II II II © LOOR SYSTE W LL SHEATHING 2x RIBBON VERTICAL RTTICC OR BLOCKING BETWEEN FLOOR SYSTEM 112" II I I II II IfSOLID 2x I I II II BLOCKING @ ALL = w III 111 II IISHEATHING M) Ill 111 II If EDGES (SEE T~TJ C SECTION X-X) N z Ill h l 11 C II Ill III OPENING 111 11 7r - ir- - - III C III I fl. II III Ill II II it II II II 11 I 2x STUDS n - -Nr II II 1III It II II LU ISO/III BEYOND. _ III I 11 it 1 111 11 II II I SEE PLAN o N III I I I it I III II II I I? NI I I I II I III II II II I HORIZONTAL L WALL ELEVATION DIAGRAM "S" = NAIL SPACING w z W 0 n. 0 a � N J IjLH:U-j W ¢�OVi O rn GO HF �LLI- urW00 NLU u.N LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (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 T 3 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTORSCHEDULEFOR:ADAMS OMES-vNOABASE SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE 'ISU5510 BEARING POINT TRU55ACTUA UPLIFT - CONNECTORIO CONNECTORUPLIFT DESIGN RATING FASTENERS NOTES MARK TYPE CONNECTORS FASTENERS 9PF SYP CONNECTOR A FASTENERS WE SYP Cl CS C1P CSP, <1V CSV EI, E)P, E>V, F7,87P, HJv L/R q89 Per Ie55 HETAl6/PERTRUSS MFG 1830# (9130d XY-1/2" A O FRAMETO MASONRY HETAI6 W/ R)IM x 110 OR HETA20W(9)1W x11? 1810 WAS M(IO)IM x 1 VT OR HIM W (IO)IM x I V7 INS 1870 CIA-CSAMe, H6q Z, L/R 660#or lees -. 410A/PERTRUSS MFG 13404 I18)30d X 1-1/2 O FRAME TO FRAME H2.M W (1U)Bd NAILS 595 SN MAW (10)ft NAILS 316 585 A01 .4 L/R 948 borless HETgi6/HETg16 1810#/1810# (9)1mx1-1/7 9Rod z1-x2" C O FRAME TO FRAME H10AWl(18)1Gdx110 11N4 W(III)IN PLY7RUSSEB 1015 930 1Wo 1M0 RT16AW(17)1W x 11? RT164 W(16)1Mx I IWAT2 PLYTRUSSES SRS 935 1 020 ;DSO ' A05-A07 L/M/R 1681aoF IesS HETA16/ITETAI6/HETA36 1810b/1030#/1810a x (sl l0di-1/2 1910E X 1-112 (9)10dx 1-1/2 pO FRAME TO FRAME MTS12 idlWxI l? (AT " ) w LOCATION INCLUDE 1M TOENAILS) 8m NO MTW12 wn14)1W x1111 (AT EXTERIOR LOCAMONINCLUDER)12d TOENALS IOW 11% ",A08 ., L/M/R 4213#"r less (2)HETAI6/HIM /(2)HETA16 2035N/5090#/ 2035IX (30)30d x 1-1/2 (26)16d x 2.1/2" (10)lod x 1-1/2 O FRAMETO MASONRY MGT WM101 NAILS AND MI A.T.R. W iT EMBEDMENT W SIMP80N "$EI' EPDXY 9390 3906 MUGT15wAR8)1MNAIWANDSS' AT.R.Pd 1T EMBEDMENT W SMPSON "SEi" EPDXY 44% O FRAME TO FRAME HT92p W(MpW x1112"(AT EXTERIOR LOCATION INCLUDE (9)1N TOENAILS 1266 1310 HfV/2p ygQA)1pdx11IT wT EXTERIOR LOCAnON MCIUDE (3pW TOENAILS 1295 1590 I; 10Y AL4; i/M./R a 912 a"r less HETA16/HiOa/HETa15 1610#/1340p/1810a (9 lOdx l--1/ lie)ipN..1-1/2 FRAMES FRAME 1?wT TOENAILS (2LOCATI LOCATION LOCATroNINCLWEFS)1N 1YlENAW (2)HTW'!0 W(48)1Nx11?wT EXTERIOR LOCATIONINCLUOdxl IdTOENAILS (EN2570 30N(9110d 1-1/2 GFRAMETO MASONRY HGT4W(16)1WNAIWANOR)5M" A.T.R. W 1T EMSEDMENTWSIMPSOIN "SEPROSH EPDXY (HGT-3 FOR 3PLY) 12M:2j=�: HUM W(tAI1N NAILS AND(2) 5A• A.T.R, wl 17 EMBFJ3MENTW SWIFSON'SEr EPoXV (f1UGT9 FOR 3PL^/) 7020 BOX) -' " Ai", L/M/R 1022IXPr less 388 PLF or less (2)HETA36/HETAl6/2)HETAlfi 2035#/6)9 PlF/2035IX Im)loaxl-1/z (9 lOdr l-1/2 .- HETA36@32 O.0 AT gTCONT RG O MAO ()IHCT ANOR)1tXSTRENDORSOU ATRFLSW(12) W83 WODSND WEDGE-ECUTM >1000)1odx112MASONRYNRY J1 FRAMS TO MASONRY (1)LMW(1B)1NSINKERS &(7)1N"x2-1/4'TREN2 SEE NOTE#B SELO 1]S0 2pM J2 FRAME TO MASONRY/ FRAME (2) LGT2 W(32) IN SINKERS &(14) 1/4'x21WTTENIPPLYTRUS3) ORR8)1NSMKERSFORFRE(EA) AM "DIM allow I 37IOF CA LUGT2 W(32) 1N SINKERS&(10) IWxTWEDGE-BOLT(2 PLYTRUSS) Oi(MlOcISINKERSFORFRAMERA) 91 M-M 380DF SIWM 4520-F FRAMETO MASONRY/ FRAME R)IEMw 24)114'X3'SDSSOREK50M &R)92'.FTIIEN1RPLYTRUSS) OR(N2)INSINXERSFORFRAMERA) 979 BST1M5010-F 890OF (2)W0T9 W(24)1N"x21?W&2S BCREW6816)SR'xYN'B 12 RY TRU&4) W(58j 1N $INTERS FOIi FRAME(EA) ggB04A gg80.F 7DSOM 7110E O BFAMTO HU4100FTHUC610WNS)19d&(10)1N GN2680 HO4100PTHD4101Fw R0)1N&(I0)1W =05 BEAM NALS I U41895 NMLS U91950 /1 9F..M I HIMIG on HUD`110. 11.1 r n_ucm une.nnor una.rv"..., rlol..m .-wanvc l IEFT, R= RIGHT& M=MIDDLE BEARINGS. NEAP/NG L6CAnDN5ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS n M Q L> Ul lL UJ LLl lL. LLl (� tiV> U U W j Lu Ul LU LLl UJ LL ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING C C TYP UN( E CJ1 CJ3 CJ5 \ \ \ \ \ \\ \ \ \ \ \ \\\ \\\ \ \ \ \ \ \ \ \ \ \ \\\\ \\\\ \ \ VAULT 81011 A CLG.\\\\ F F ODD SPACE VAULT 10'0" FLAT CLG. VAULT 1 R 8'0"FLAT CLG..���\\\ 10'0"FLAT CLG. \\\\\\\\\\\\\\\\\\\\\ @B2" O.C. J5A \ \ CLG \ \\\ \ co1 J5 \ \ \ \\ \\ \\ \\\\ \ \\ \ \\\\\\ J3A J 1 A \ \\ '0" \\ \ LA \\ W W (0 (0 (0 m (o co W) n I. n rn LO a> T- v v v W LU W LU W 1p" V (5 (,j W W W W U U (j ROOF PLAN -A- ;O MASONRY/ (121114'x2 L4'TTEN(TO MAS.) UN980 MISS(I2)1I1'%23'4^TAPCONB vx lEONS (T"W a jTO MPS.) BRltlx" W10N DFN I'. UX8S0 FRAME OR (12)1Nb(8)1N (FOV FRAME) SYP-F SYF.M OR(12)IN&(8) IN (FOR FRAME) SYPF SYRN FRAMETO (2) HETAIG OFT (2) HETA20 Iwo 1920 (2) HTAIGOPIS 2) HTA20 1� ® MASONRY 1-PLYW(10)1WXllw OR �385 2365 1-PLYW(vHIRR.IIGr i 2430 2-PLYW(12)IN 24ELYW(121 IN HISMIG W RrlN NAIWAND (4)1/4X2 V4" Ras 1110 HTWMIG W (5)1 W NAILS AND (4) iHXl WV 1148 1YLS O FRAME TO TAPCONS OR ,NEDGE-BOLT M �y MASONRY WSM20 W(10)1M NAILS AND (4) iNW IW 06 1110 HTA%M0W(16)1NNALSAND(4)VCx1314- TAFCCNS WEDGE -SAT 1145 1225 POMASONRY H106 W(8)Wx1 Ire NAILS MID (2)3/8'x4' J80 910 AWNRY TITAN HD DTT22 W (9)1M'x110 SIDS WOOD DTS�n W (8)19".1lam M15 WOW OFRAMETO MASONRY SCREWS AND (1)l?6 ATR. EFOXIEDW 1835 2145 SCREWS AND (1)/? B A.T.R. EPDXIED W 1510 1835 SIMPSOI-SET'REE NOTE N) SIMPSON 'SET'(SEE NOTE q1) FRAMETO HTTS W(26) 1 N 41? NAILS AND (1) W 8 HTT45 W In) 1N a la., NNW MID (1) CJ 1 V 0 MASONRY ATROW 4375 N SHIPS A.T.R. EPDXIED W SIMPSON "SE 5005 W'SET" OFFND E'M BE AW Fill IRS)lad V I8 NAW AND (1)Sl8•B HTr45 W(18) 1Nx2 N2"NAW AND(1) IDFRAMETO MASONRY AT.R EPDXEiD W SIMPSON'SM 3640 4235 SIVO A.T.R. EPDXIED W SIMPSON "SET" - 4/0 (SEE NOTE N4 BELOW) (SEE NOTE#4 BELOW) CJ3V T O FRAME TO FRAME H10S M(241N X11W HARE ) 785 810 LUOTI W(23j Btl Xi 1?NAEB 879 Ip46 OFRAMETO X24W HM9KWNHI1t4/ 7p RTISM W(a) 10dx I ln' NAILS MASONRY 76 (4)114xl3MTAPCO 139 1994X11T TO VOT W(16)1/4XT SIDE WOW SCREWS& OFRAME MASONRY (1) WS A.T.A. EPDXIED W SIMPSON'9ET' 35b5 4940 CJSV�� W 1Y MIN. EMBEDMENT /RA\ WO EMERY 2)VO W32j1MIXTSDSWOWSCREWS 6(2) SATO A.T.R. EPDXIED W SIMPSON 5170 7185 MSSCN RY TE7"WITMIN.EMBEDMENT A08 O RAMS FRAME VGT W (>HD I14W BDS W WO SCREWS 8 HDUI-SDS2.5 W1(10) 1/4XJ 1?SOS WOOD USE 4N4 MUOTI R2)iMNAW&NTT45W(1S) 4160 3CREW5811) Sle"9 AT.R. 1vff W Np&Sa (1)eW8"OAT.R OFRAME TO (2)H1T6 w1152)1N'x21/3'NAIWB 4375 5080 (2) H1T45WIS7J 1NXi1?NAILS Np5 FRAME (IHWT8A.T.R.(SEENOTEIM) &(1)341'BAT.R (SEE NOTE#4) - -f A07 RF"�"., nW,NFrTOwN„TFW. 1. CONNECTALLFLODRTRU33ESTOINTERIORSE INGWWDWALWIBEAMSW(412d TOENAILS. 2. ALLTRUSSTOTRUSSCONNEC"ONSAREPROWDWD TRUSSMANUFACTURER,U.N.CONPLAN. 3. G.C.MAYUSEEITHERSIMPSONORUSPCONNECnOS,SEEFRAMINGPLANFORCONNECT MLOUT. 4. FORSMGLEPLYTRUSSES,SCA MMMHEIGHTSYP4I2'A4TOTRUMS "CALWEBWI2)ROWSOFlgd NALS@WO.C,wT GERED. 6. MINIMUM A.T.R. EMBEDMENT: S EMBEDMENT FOR I?AT.R. T EMBEDMENT FOR SS"AT.R.6' EMBEDMENT FOR 71w A.T.R.(IFAT STEP, DEPTH 18 FROM LCMIER SLAB). A06 6. SCAB TRUSS CHORD W N.O.2, SYP N2(MATCH CHORD LUMBER SIZE) W(2) ROWS IN@ T FROM END a 4" O.C. STAGOERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSISLE. A05 O MINIMA CONNECTOR UNO ONFRAMING PLAN 1. COJNECTIONFORALLROOFIFLOORTRUSSE3TOMASONWWA WLINTELWICFWALLSUNOONFAN 2. CONNECTION ATM'OR 3 CUC. PENDING VERTICALS FORALL FLOOR TRUSSES PARALLELTO MASONRY WALLSSEEDUT LMl D9FMR CINFORMATION 9. CONNECTION FOR ALL HIP JACK ICORNERJACIO TO MA50NRYWALL9ACF WALLBAINTEW A04 4. WNNECTIONFORALLCOMINUWSMMBOMOTOTOPOFMASMWAT3 O.CMgX W(2)ATEACH CORNER. G.C. TO VERIFYLOCATMN DOES NOTCONFLICT WTJI OFAPPLIABLE) LAYOUT S. CIENNEC-ALL FLOORTRUSSESTO INTERIOR BEARING WOOD WALUBEAMS .1 (2) 12d TO LS OB MINIMA CONNECTOR UNC ON FRAMING PLAN A03 CWNEC WFOR JACK R 33 TO WOW WMLOR BEAM © MINIMALCONNECTORUNOONFRAMMGPLAN 1. CONNECTION FOR ALLTRUSSESTO INTERIOREMERIOR BEAINO MOD WMWANDPOR SEAMS A02 A01 A01 A01 A01 A01 A01 A01 A01 A01 A01 ROOF FRAMING NOTES I. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16"OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E,O,R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. A09 A1'0 FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 A11 A1'2 A13 �\ 1'-4" ROOF A14O.H. TYP. � A15 C.M.U. OR ICE WALL o - METAL DRIP EDGE SEE TYP, WALL - 2 x SUB -FASCIA CJ5 SECTION ALUM FASCIA 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG CJ3 T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL - 0 12" O.C. CJ1 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'-0" J� 'G N` v" N0 78 ' �I A E : c 5 ��e) ...1 4 R 1 D 1.1Gi3 IJ�! of s 14 a c CV `* 04 ei F 4U �U"" A W H N N LO vS LP (n 00 C to r 00 qti IIx N_g h y&In pit z1j �BEs I a�o�o a y##§§ W g LLB = GTsT o /R W �s 3xP_ RSwc V Nam D] m O W �� W�N� m o W Q �¢o o N ?L �g Re U J vr w .FDSENGCOM ❑ ❑ ❑ d V1 M zDO M Ldo J LL d � Z o LI) UI a L ( 'W] m 2 E E lJ `v 0 c m 15DCY) II, 2 N E w 0 O , F 0 - 5 N Ln n.4 ® DAMSHOMES m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE Tj Job Information: F. Q r n m o _ U 0 z ° a Qm a W i c _ E ao // If 00 3 m a) 0- I20 ri. ®tDZ:) co r�V/ V^^ L,) o gVI Model Name / Number: 1780 ca VT Plan Issue Date: Thursday, December 12, 2019 c � V KA PROJECT NUMBER: 19-7742 n rn Sheet: Of: "i N OF PLAN A U _E COPYF. Q, gnia LINTEL BEAM:. — 1 COURSE LINTEL BLOCK W/ 1 # 5 ON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. LAP(ACI530)25" 111111I11TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OFA FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. rTOP FILLED CELLRLL SLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO OF SLAB MS02 TYPICAL SHEAR WALL SECTION TYR TIE BEAM W/3000 P.S.I. CON(. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) -10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS e- - O 4 DOUBLE 2x TOP PLATE 1' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. GONC. W/1 #5 REBAR VERT. .� INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3)1/2' X S' 7 BOLTS OR 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR I' (8) 2 7/8" HILT TU-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (E)T/BRG/SHEAR) WALL TO n nn ran n N.T.S. #5 REINF. 20" MIN. LAP BAR 9 #3 OR 44 REINFORCING i8 BAR #2 & #4 1 AP SPI ICF 2 " MIN. #5 STD. 90° HOOK 75 REINFORCING BAR #5 I.AP SPLICE SCALE:1"=1'-0" 36' MIN. LAP _I, #6 REINFORCING *GRADE 40 U.N.O. #61I AP ICF ICF MSO5 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATT CHI ENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2.x 4 1/4" X 2aA- 12- O.C. 1 2 x 6 1/4" X 29k" 12' O.C. 2 2 x 8 1/4' X 23A" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST LINTEL(2) J 2X P.T. r BUCKS W/ 1/2" O.S.B. BETWEEN ; I , I FASTEN PT NAILER TO ' ' MASONRY 1 r IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. LINTEL CHART w GRAVITY & UPLIFT LOADS FOR: 1780 A STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 3'-6" 6113 125 3524 50 8F16 - 1B / 1T 2 4'-4" 4375 125 2040 50 8F12 - 1B 1T 3 4'-6" 6113 776 2707 474 8F16 - 1B 1T 4 4'-8" 3090 1666 1715 1395 8F12 - 1B 1T 4360 125 2080 50 8F16 - 1B 1T t5'-1011 T-8" 1533 168 916 105 8F16 - 1B 1T 13'-101, 1002 503 560 383 8F16 - 1B 1T 17'-411 950 1 168 405 105 8F16 - 113 1T min. --------------------------- r '- ____ --------_- _ ___________ __ __________ __ _ __ 1 1 ___ ____ ______ _ •-•----------------------- _ 1 I I I V 1 1 1 I 1 I I I I I I 1 I 1 1 11 1 I 11 1 1 7 1 I 11 1 I 1 1 1 I 1 1 1 1 I I 11 i i 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 l 1 1 1 1 I _ I I ' 1 1 I� O 1 1 2 I, O 11 3 ' , 1 1 I 1 I , , ' I I ' I I ' 1 1 1 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. S" 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 EOR. FOR APPROVAL, 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32' HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F=HUED WITH GROUT / U - UNRLLED #b RI:BAR AT TOP R = RECESSED MIN.:1) REQ'D j�REBAA #5 1.1/22 CLEAR I OTTOM OFLINTID CAVITY OF LINTEL CAVITY F 111 C, TOP KNOCK OUT UNTEL BLOCK 8F16113/1T ARSE 1QUANTOY L ro GROUT OMINAL WIDTH OF N •' #S REBAR AT #5 REBAR AT TOP • ' BOTTOM OF NOMINAL o LINTEL CAVITY HEIGHT M REINFORCING PROVIDED IN LINTEL TYPE DFSIGNATION 8"NOMINAL WIDTH .(VARIES) GFNFRAI CONCRETE LINTEL MATERIAL S GFNFR41 INSTAL I ATION NOTFR 1, fc precast Ikltais = Saw psi. I. Provide fun miter head and ttatl joints. 2. fc sheseed finals= pre eooD pN. 2. shore filled unteiaas aired 3. uhai rASTM C4] f = req pe 8 3000 w grouted 8 p% / 3. Installation of lintel musts wM e 4. maKlmum 3/8" agDegete aIM e' 011" Slump. mWY >h emhitecWrel entl/or 6Vucturel drawings. P wM 51/2" bog notches eiihe ends o xwmmddata 4. verticals ere mnufectu and 5. Confrere masonry oohs (CMU) per ASTM CEO vertical cell resorting entl grouting, minimum net see 15 Grache E sbength =1900 pal g, All lintels meet or D All e L/360" deflection, exnpt lintels 17'4" and S. Aeon per AS80. nominal i nominal height a e" meet or exceatl rrL/LSO mai longer fail mend P AST PmatrecWrrg strand poi ASTM A418 grade 8. 8ottam feM atltletl neon to be laceled et rite bottom of Vre timeleavhy, of ]. 2T0low rela,ratlori 76. diameter wire adsupa ere welded W one bottom Steel far mechanical anchorage. 7/32 who per ASTMU]0 8. Cast-IrWace concrete hey be pmwded in compobYe lime) in lieu of concrete 8. Mortar per ASiM C2type M or S. type masonry units. 9. Safe bed noings lamed on rebores design analysis per ACI 31S entl ACI 530 Y0. Floritle Product Approval No. d58.1 lintels Iarosspho in emerior concrete meenry walls shell hart 11. The sting suriso p a coating of eWao appliatl In accordance wM ASTM C926 or aNer approuatl mmisg, l(Toenai) 12. Lintels lownb loetle eM1OW be checked or combine loading w'Ut tM1e bllavirg equation; checked(usywithsloadi(grevibenduplM)entlhation; Applle4walcallcad applied hwixorrod bad < 1.0 + Safe wrUcel load Safe horizontal load 1 1 1 1 1 1 1 I 1 1 V I 1 1 I 1 ' I , 1 1 1 1 1 I 1 1 I 1 1 1 I 1 1 , I 1 1 1 1 1 3 I I , 1 I , 1 I , 1 I , 1 1 1 1 I I 1 I I 1 1 I 1 1 I I i 1 I 1 1 1 1 0 1 1 1 I 1 I 1 1 1 1 1 I I 1 i HURRICANE N ANCHORS (TYP ) 1 I I 1 1 - 1 , , RE ' ' 1 1 • PROVIDE 1 ' 1 1 BLOCK FO —FORM & GROUT SOLID �I COMPLET 1 _ BELOW 51 O `-- 1 j j 1 W/(1)#6 WINDOW O 1 1 1 1 W O 1 1 AND LAR ------------------------------------------ _#5--p.----- - BAR CONT. O O RM85 12" LINTEL DETAIL 3/4"=V-O' LINTEL PLAN SCALE: 1/4" =1'-0" ELEVATION "A" v H IJ O I ee��e 1t!l0dtf##� Lq ep rn E N S�. ZA S. +cif N Ci 5 e`y i0 87864 e -0, . SI ATE OF � s*TTiid£m25ts, j V F I ¢ N I C N w a sled NN mIris w`Iv r m €' PEP, Z W di c�v m [i li li E�a w r/_y �a dmiA d Q m82121 li • =c.?� W QA p W Q m s QQB� ?Q9 Ui 1 L CLL w IILI v`fi � a lY l; $egE. /z/� O Sw Z Z O Y g q s V ,A � m °t1°. i m o saR'�Z Qom Qi2 FL LU o o N Qq6 O�J WWW.FDSENG.COM ❑ ❑ ❑ m m — CN Z N M M o m Z •0 z9 3 o a a n z 0 v v ) m Z � I o W w N � O 10 Y 06 E p w o V) ?. o V) m U 2 E w OO o 0 ' U 0 FZ an SC ads o a of o m a m 2 ® DAMS HOMES 16 I; w FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a t DIVISION LOCATION: PORT ST. LUCIE PRECAST "U" UNTELw/ SOOOPSI CONC. GROUT SHALL BE FLUSH �j Job Information: AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL E LINTEL SCHEDULE FOR REQUIRED m REINFORCEMENT 4 HOOK STD. 90 HOOK ) � a ' M O Inl 7 W R o V BAIFIR SIDES STD. 90 DEGREE N B � 07 0. ANGLE 3000 P.S.I. 0. CONIC. W/1 #5 DI TYP. BOND BEAM �' O LO REBAR 8"xe"x16"N.O, a' Z C•' C) KNOCK -OUT LINTEL BLOCK O N a' RLL W/3000 P.8.1: 'W w N C M URSE CONC. W/1 #5 DIA. F Q) JSOLID REBAR \ OD 2 EU LL ALL �I/c.{00 O S'-V' N ai Lan 't > (0 2 GINDICATES RLLED O 7 - N 8" x B" x 16" CELL FROM FrG. TO DO` F— CMU U.N.O. BEAM WITH 1 #5 �y M .� BAR MIN. La O _J W JJ (y) O J M U) U) n LL rn � Model Name /Number: h 1780 TYP. DOWEL 25" T56 Plan Issue Date: MIN. LAP (ACI 630) Thursday, December 12, 2019 a V KA PROJECT NUMBER: . , .. HOUNDAMONPLAAN . • s 19-7742 SEE FOUNDATION FW LOCATIONS a PLAN � Sheet: � � Of: N MS01 BLOCK WALL REINFORCEMENT N.T.S. 0 LINTEL PLAN F11nrr' q.1 9(119 o SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) %"xY SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. o OVERHEAD SECTIONAL " a DOOR TRACK W/ 3/8" X 10 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER t., TRACK TO JAMB. ° " " ° Y 5 1/2" DIA. x 8" ° O 1/2" X 8" A.B. W/2" ° o "J" BOLTS WASHERS SET IN y FILLED CELL W/ #5 TYP. FILLED CELL " VERTICAL MIN, 5 PER JAMB. bIt ~ SECTIONAL ® OVERHEAD w DOOR CONT. WOOD P.T. #2 SYP 2' X 6" $ s TRIM o �•,.�: r.. '"' ,4444t1ttt7ttir : ., 1y d mmi 2"x6" P.T. WOOD JAMB Y ". E w v; tl 64 N No B •• * DOOR AND CONNECTION PER 11 � C 4 �• y GARAGE SLAB GARAGE DOOR MANUFACTURER 4 •, TYP. GARAGE DOOR Y r „-,D TA E OF r E ro'• �\ r'••: c. mm d TRACK MOUNTING DETAIL r rol dol •Jrt�3 y�lpt9 cc NOTE: DETAIL CD22/S-2 MAY BE SUBSITUTED FOR THIS N DETAIL - UNLESS NOTED OTHERWISE°' � a H- J a MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. m s a to y 1 ° 00 g (0 ry r to � � W y FR Z nrym IL LL m.� _ F �mmz BLOWN -IN R-30 INSULATION PER FBC d c $ La Q �5" ' W LLB= d LL o's w a ' AND ENERGY FORM SUBMITTED WITH m ' �.R R. Z Q o Iia Y z � $ Z p PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) 12 $ y 1 ,2 m € '��RR N '" 9 a p w 2 §„ V `o m «B m O Z LLW FIBERGLASS SHINGLES OR 6 s° a m' s Q an d a i¢ SEE PLAN TILE ROOF (PER ELEVATION). OVER APPROVED UNDERLAYMENT $ o a Ln 8 a o p PER FBCR 905.1.1 OVER APA n 8 ❑ ❑ ❑ PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING a °'� WWW.FDSENG.CGM TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF T^ ` p NAILING SCHEDULE) W z 0 TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR m `� Z m Z Q • BRG. HT. t $ 1/2" DRYWALL�' 3 a — FELT PAPER OR • •' METAL DRIP EDGE TRUSS PLATE 'Y 3/4" P.T. NAILER 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP 8 C0 a SEE ARCH. DRYWALLPLANS CORNERS min (3) 2x4 OR 4x4 2x4 POST UNDER EA " U wSOFFIT. w/ E1/2" CURTAIN NAILER B x 8 x 16 K.D. 1 x 4 P.T. @WINDOWS LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3 4" FOR SHEATHING NAILED w/ 8d NAILS 6" / S. a " Q w° I x 8 P.T. @ S.G.D. " O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. $ V) ? M " SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES 0 (TYP.) FRAME FOR COR- w No - -__- PRECAST "U" LINTEL H °O oa \ °Q NERS FOR NON LOAD ° o o SEE SCHEDULE BEARING SIDES NAILED c '. � � w/ 16d NAILS @ 8" O.C. `\ � OPM O � ! p° vo to m Y MW Qrnov°u oC', Qml 1/2" x 8" J-BOLTS ` (1) CENTERED EA. (TYP.)4 COURSE HIGH A.F.F. DAMS HOMES SIDE w/2" WASHERS CMU BASE FILLED w/ CONC (TYP.) ) w/ (4) VERTICAL RENF w/ " NOTE: 44" MAX. SILL HGT. ON A FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP ° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI " CONC. ALL LOCATIONS OF COLUMN PLAN AI -Al v 3000 GULFBREEZE PARKWAY N SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 " &FLOOR PLANS n 4 ° fE DIVISION LOCATION: PORT ST. LUCIE SIMPSON LSTA30 SEE FLOOR PLAN w/11-10d TO BEAM FOR BEAM SPEC. z Jab Information: / v & TO FRAME BELOW ° d r " VINYL FRAMED WINDOW v0 WINDOW STOOL A W/ SCREEN < �' PER SPECS N PRECAST CONC SILL i N PAPER BACKED FOIL R-4.1 w ' O p INSULATION AT CMU BLOCK WALL V PER FBC AND ENERGY FORM ° v EXTERIOR FINISH - n a In SUBMITTED WITH PERMIT (SEE ELEVATIONS) 7 0) APPLICATION c V 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" W y 0 >_ BASE NAILER EXTEND (ACI 530) ABOVE SIMPSON HETA20 F N a)LL GO Y m N SLAB. ALL LOCATIONS SHOWN Al Al BUILT-UP CORNER MIN (3) 2x4 w 1010d TO COLUMN / $ 1-1OD 3 i WOOD BASE ON FOUNDATION PLAN ' POST OR 4x4 POST w/ 2x4 UNDER m m a SEE FOUNDATION PLAN FOR EACH END OF BEAM m U � m 1 SLAB INFORMATION TOP OF SLAB ' ' NOTE: 2 X 4 P.T. PLATE ° b M O uO u O _ - BOTTOM STRAPS MUST BE , ^ , ^ V' VI " ,— * • . ;, INSTALLED ON INSIDE OF 1° Model Name / Number: _ III GRADE COLUMN. DO NOT BEND T. ," v °,a ° STRAPS UNDER PLATE. o .o -r,$'- ' b v 1780 PLACE STRAPS IN FILL . • , yt°,°, ' SEE PLAN FORCELLS w #5 REBAR ,; �r �� / =, '' (TYP.)4 COURSE HIGH CMU BASE o Plan Issue Date: RE BAR QUANTITIES - FILLED w/ CONC - SEE PLAN FOR H Il•• SIZE. TOP OF COLUMN BASE - Thursday, December 12, 2019 SEE PLAN 2'-0" AFF KA PROJECT NUMBER: SEE FOUNDATION Ilk PLAN x 19-7742 NOTE: DETAIL CD21 / S.2 MAY BE SUBSITUTED FOR THIS DETAIL -UNLESS NOTED OTHERWISE T m o Sheet: S_2 Of: N CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S.a WS01 TYPICAL WALL SECTION 8" CMU 3,4°=1'-0" TYPICAL FRAMING 10 DETAILS �� r�l�` ti c N N l0 U 6 G N N N Y O 0 y EE IS 3 d a m 5 4AAlA!li11Q8iIQj� 0 E NO 87 : N N CN s :� : STATE OF PROVIDE 2x4 ON TO � o � t,» OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3 : O ' !r/� TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 r °a�+h •L n iq \ •`��'.`' 0 (2) 12d NAILS O.C. q TOP PLATE ee, - . (SOLID BLOCK w/ 2x6) T3SFA.. _iI``+{®;s\s;rT � 2x4 STUD M/h! "m PER PLAN 0 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE $ NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE a SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD c (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN c TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 " * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 W/ 2 ROWS OF G N N TOP PLATE TRANSITION 12dNAILS @3"o.c. PaOD O 1000 oft ft 4! PIPE OR DUCT w/ OUBLE 12d � 28 2 Z LN Ro O' N PENETRATION THRU '� = 8 15 " �- TOP PLATE w/ MORE TOP SPLICE o o a i s .. a vg w � G. E Nl 0 Uj THAN 50% OF TOP ROWS 12d 5 m'. LfJ m\. a w w PLATE WIDTH INSTALL @3"O.C. " s" E a t d EZ 0� SIMPSON PSPN516Z 48A g$ r 30 ¢ o W/ (12) 16d NAILS TYP. s N g `eE ° m m _J §%` QNam& TOP & BOTT. '8h OTTOM SPLICE E 's P12 g w L:: > S o o ¢ O� InNOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS' c' TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD 8 g v a 0 S SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ o ~ J (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO a e wWw.FDSFNG.coM ❑ ❑ ❑ TOP PLATE W 8d 2 1/2" x 0.131 NAILS co u) * NOT REQ'D. WHEN QT SYSTEM IS APPLIED M NOTE: 'o^ W Z M o PLATE LENGTHS MUST BE AT nn 11 Z M N LEAST 8'-0" LONG. TYPICAL c W Q o WF17 TOP PLATE SPLICE DETAIL >= VJ zg �Q) cD w. (D 0 m 7}D m ;0 ao ~00 * CRIPPLES MAY/MAY NOT BE PRESENT. = a m 0 N VERIFY HEADER ELEVATION 3 (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ' ROW OF STAGGERED 10d ROWS OF STAGGERED led ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148', L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162-, L= 34/2') OR EQUAL (D - 0.162% L- 3-1/2') OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (i) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR m DAMS HOMES NAILED TO TOP PLATES,O HEADER &JACK ° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE NO. &SIZE RAFTER TIESS "' 3000 GULFBREEZE PARKWAY &GRADE EACH END c GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 m n SEAM SIZE oc F- DIVISION LOCATION: 1)�AO NOTES NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4'DIA, x 51/2" LAG d PORT ST. LU C I E OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE A$ SHOWN FOR 3PLY) Z Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR 2X CRIPPLES @ 16" D.C. SEE SCHEDULE w THE THICKNESS OF THE: LAST LAMINATION. ADDITIONAL INFO. W/ SIMPSON SP2 TYP. +"� TOP AND BOTTOM 2-ROWS 12d NAILS ` N r WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED @ 12" O/C EACH a r - * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED o N LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER m ;o O FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES TOP PLATE &NAILED HEADER EACH SIDE ro`L 0 co 1 1/7 CONTACT FOR FOR SOLID W/ GROUT. (NO FI FLL ALL HOLES IN Y [L c-I FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) DOUBLE 2 x #2 STRAP 0 n Lo S.Y.P. HEADER W/ a c Lo • 1/2" FLITCH PLATE _ 0 •00 M 10d NAILS @ HEADER. (U.N.O.) FL° Uj y 8" O/C Ty P. E \ GO +� DO U- •• FILLING AND BLOCKING AS / 3 • •�'' DOUBLE 2 x 4 REQUIRED FASTENED TO —�° z_ V) a) m CRIPPLE STUD HEADER W/(2) ROWS v TYPICAL (U.N.O.) OF 12d @ 16" 0/C UNLESS O J LU z) M O NOTED OTHERWISE J W ' ^ ' ^ LA LL. V J v FF Op`) / VT Model Name /Number: OVERHANG 2 x 4 STUDS TYP. ,n rn SIMPSON HTT4 W/ (18) 1780 Dip 16d NAILS & A S/WEXPANSION ANCHOR VI PlanIssueDate: W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE Thursday, December 12, 2019 NON STEP DOWN C 5/8" KA PROJECT NUMBER: FOR OVERHANGS BETWEEN TO 11/2" * *HOLD DOWN CONNECTIONS o 19-7742 NOT REQUIRED @ BEARING P.T. BOT. PLATE NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT Y T o Sheet: S-3 Of: MS1S RETROFIT WALL OVERHANG DETAIL N.T.S. WF09 WALL HEADER DETAIL N.T.S. o TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" O.C. MAX -, rl i TO BE LESS THAN SAME SPACING AS BOTTOM CHORD LATERAL BRACING 1 OR EQUAL TO 450 I MINIMUM 2"x4" CROSS BRACING m • - ^• (SEE PLAN FOR e` -- ---� LOCATION) BLOCKING - I � , - 1` C 1 I I I I I 1 N Q (3) 12d PER JOINT 1 CONTINUOUS LATERAL BRACING- 1 NAIL OVER X-BRACE AS SHOWN- Y INSTALL BLKG. AT TRUSS WEBS o CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP c W/ (3) 12d @ EACH TRUSS WEB .N n d m a T11301 TYPICAL CROSS BRACING DETAIL N.T,s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. x d Y ' PROVIDI N. NG AT ELINE 0 3 CENTEROF HIP/RIDGE, TYP. ,m1�4A44444 N TRUSSES W/ (2) 12D N�'�'"� pT ACH END TO TRUSS TOP ��� �� E ' N N ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACINGWOOD T� lzo STRUCTURAL TRUSSESA ATLEASTONE TRUSS 6" OVERLAP a) ee a, m n eee CC •'t: Td G.T. SHEATHING ,tCsma Y m ea°' ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 d `timmmmco TOP CHORD WHEN REQ'D NAIL TO TOP CHORD I w - - - - TO PREVENT SHEATHING JACK OF HIPPED TRUSS W/ v SPAN FROM EXCEEDING TRUSSES,HIP 12d NAILS @ 6" O.C. P3 r MAX 24" SPAN (EITHER G.T g SIDE OR BOTH IF REQ'D) d v a (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR m 1 m.1 ° - N N SHEATHING SEE * SPACED AT 10'-O" MAX SYP TRUSS BRACING PLAN I— ,x gs�8 00 � 1 2X4 BLOCKING) Y° # em Z y Mm rn BETWEEN TRUSSES HIP TRUSS g gg W SECT•AA da8r� g` ]HI ::: V I c 5 a a¢ 0 w Z p �a°a' Z -p A�$s 3 o TB03 HIP /RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. 2 0 09�Y/I�'�Em& I O p '�' m $ z Y� g E,-1 5 m m m N r � FDSENG.COM ❑ ❑ ❑ / O N m N Z W Z ry � TRUSS NOTES: N _ 7 CJ z _ Q � 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 s � � (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 3 � BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD 8E LIMITED ` _ Y Z o TO B SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. c o m _ v y ` 4✓ 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL w LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. E E Y \' 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) T12d NAILS AT EACH TRUSS INTERSECTION. V — w 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. E `v Q),O C co{{_ uua 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS b N � mm SHEATHING 21-D" m E w 00 O , 3T04TRUSS AS ALTERNATE j- b 0 DIX4 . TRUSS SPACES RECTISHOWN o ,N Q O O QW RUS c4 DAMS HOMES VERTICAL SCAB 2X8 #2 SPe48"O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2}1 NAILS a - FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF (4) 10D SECi�ION TO TRUSS REQUIRED @ RAFTERS GREATER THAN B'-0" B-9 SEE STRUCTURAL NOTES AND o a°� NAI IN CHEDULE FOR (4) 12d NAILS SHEATHING DETAILS �, 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE EA. END GULFBREEZE FLORIDA 32563 PRE-ENG.TRUSS PLATE SECTION B-B TDPPLATE 3 DIVISION LOCATION: 2x STUD WALL t SEE PLAN PORT ST. LUCIE zCONY. Job Information: FRAMED RIDGE MAY BE NAILED W/ MIN. VERTICAL SCAB 2X2 ' �� m (4) 12d WHEN IT LANDS SPF 48'O.C. W/ (4)) 112d , m NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d B REQUIRED W/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER 2X4 SPF BLOCKING THANB'-0" * ( (3) 12d END NAILS 2X4 BRACE@ 4'-0"100 ry COLLAR TIE EACH END ON CENTER i N M SHEATHIN I EVERY3rd RAFTER i� i" a O CB i ' c ¢ N @ 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT. EACH BAY 7 O O LD B TB 2X4SPF a) R W ACHTRUS1/2" ALTERNATING DB WOOD SCREW EACH TRUSS OR HS @ 48" O.C. W a m BLOCKING F O PREENG. TRUSS E \ LJ6 CO CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. TRUSSES , ii / 00 1.4 Lc) co SEE PLAN FOR CONNECTION d B 0_1LU� m r 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W/ (2}12tl NAILS WOOD 2x8 ft2 SYP RIDGE BEAM ,� p' ' /'m ' /� L1% LL J coW V / V / AT S'-0" EACH END TRUSS MAX 2x6 RAFTERS @ 2'-0"O.C. MAX. W/ (3) 12d COMMON x VT Model Name / Number: WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 Fr 0 2'-0" O.C. MAX W / (3) 10D SIMPSON HGMA10 1/2" GAP @ 4'-0" O.C. MAX, 1780 CONC. MASONRY 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM Plan Issue Date: T & B CHORD BEARING SUPPORT oVI TYP. WOOD TRUSS BLOCKING AA ALTERNATE BLOCKING EXTERIOR ' INTERIOR Thursday, DecemberU, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING � fy KA PROJECT NUMBER: 8" C.M.U. SEE d 0 19-7742 PLAN FOR REINF. x T rn Sheet: � /� Of: R _(1i TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. T11314 NON -BEARING EXTERIOR CMU WALL N.T.S. ROOF FRAMING 0 0 AND BRACING DETAILS ')T- ' 81 2019 r✓ Il r9 \ THERMA-TRU INSTALLATION \\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE J. 6" 6" SINGLE DOOR i„ 3PA E-VE CAI SINGLE DOOR W SIDELITE 6n 6„ 3' v o 3" 3" 3` 3" 3"( I 1 1 1 i,h I 3" 3„ 3" 3' 3„ 6' 6 DOUBLE DOOR W/ SIDELITES i" 6' SPACE :VENLY in 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE n / FILLED PVC" PIPE. O c+) TOP OF SLAB 00 Z I 'll III °i o g d of o z I ' 16" MIN. DIAMETER !°A CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. dh, SPACE EVENLY I 01" Po oecn to use in a^ a^ s^ a. a. • SFAtANT L E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/W MIN HEADS.6 PER SHINGLE. valley cerrtdline L SHINGLE INSTALLATION GUIDE 1 ,ere^` , I�JdeeN+l" d" 2t<aP DOJF+O 3td GOJI99 Fes" zJpQOJre 15tcaJ' < 29• 5 ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEAIANTAPPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS EXTER. WALL RNISH AND EMENDING A MINIMUM OF ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWAU- T ENTRY PIASTER STO SEALANT ROOF SHINGLES W X 6" H GALV. T FLASHING CONT.- FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 6"HORE.FtasHl AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET Z KNEEWALL INTERSECTION INSTALLATION OF BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TVnIf%AI era 011n1Z INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY .1 . Ua� JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS W/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2' MIN. EMBEDMENT 2X WOOD FRAME 08 MOD "SCRElll BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN ASPEATHIAI6 EXTERIOR 3/4" MINI EW FINr5H DISTANCE BYOTHERS PERT.MEU K - 1/40 MAX. BY OTHERSSHIM SPACE O.A. WINDOW' HEIGHT EXTERIOR —;n_ TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S �y Installation Instructions For NI Fixed Windows With Mounds Finn Includes all of the felbwirg series: rVF200 ra—Li Hy-Lite 625 / 925 / AZ15 / FL1S / AZ30 / FL30 / V1500 / V15W / V300 / V380 `I f VT280 Ga2000 682060 Prestige 662 Presifte882 L"10 MAmum Fastener Spedtg Wall Framing; Oamba; Head and Sill) #2 S WLKWPin/Fir a" 8" a"_ a' a" 4' -......�.__._-__Y. ..,) Or Beeler .Silicone + #Iaxl-1/2" Screw sues,- Screws hanimum Penetration Gdavrtg head Mounting Pin - ti Cross Section View BneIW Vievti fixed window Y- w nacre Slbmne eteriarSheathing Note. Wea ns V1ymommaLtd fees use OFN$hMg81MI MMeg does"If amINIMS at an/adn AS]Mfltld-OI. Nowesrer, eb wrbfbn m rodessndbu/blew types, eels IN! up to Nra aeM us4rfo deter aka, the proplireutaNBNpn #rthesattams, ><l •_.@ Fofla 1sia9ingYol.-wndcy, the bubble wrap may tw p,elm crack for mpxnan, bin please 7e-stick the wrap to p otua the i lurk fron, scratches anal otrher tlamage onrf ls complete. Sep I Measure m be sure the opedrg is 3/r m Ur larger Bun the Wrs Na bath vartkxlly and hwaahtally. • You may wish to per dal the namilla8on holes In the M a this time, Ne hoes an the ftwonay Maas Vieleare not Step 2. Apply a genemus bard MNikdem the bsckslded themotarong an. t8 .ghMmnemwMdmtlyflgallwksbM ntlle fin and the well ensuring. Step 3 Iramthe window ism the opening fran the outside. The window % labeled "ins dal' and "muskies", but if these labels ewe bean removed, the giming bred should am be m the inside M the bull Step 4 Install shims under the sill, adWnq them was the west 6 plumb in the opening. Shims should be Instead tamer the Na every 2 fed. The willow should he bagcal cenmred in the 09aldrg wph n , mph than I/Irgap bell an the wintlow and wall framing, Step 5 Install a #10 x 1-Ur salm 4" from the tamer Mime fin a retln and Mthe toad, all and both jambs. Step 6 xatnll tlhe remalnirg fesands m 8" Inpemems fmm Umcpat screws m tis canmr Math frame membd. Use tare not to aver - barren de screws and pall Bush thmugh the Fin. AkO, make Sure the screws go in straight arm do not cause the flame m bow Wall Gaming should Ilea ndmmum M #2 Sprua/pWFir. Fastdcesshould be010 soeva of shdBdent leer th M schism 1-3/8" anetalon into the Wall and w less than 11r man edgend training. Fastener quandiums headed in each We M frame m athlew 8' Rene Member 10 Pa" 28" 34' 42" 50" tie' 86' ]4" B3° till" 98" N!!of MFasfaws 2 .3 4 1 a 1 6 7 8 9 1 10 1 11 1 13 1 13 Step 7 Reaves saws stairs "smusereauC from around Be fin and ImPI air holes m vsg6s. Use sYlmn W rig any tams. Step 8 IFdesked, a foam insulimm am to applied ea the Interior gap between de wmdow and wall!naming. If applletl, dNs naAY,Se the hR •P,1(F'AP.k?rNG iYVEfOAM. Step 9 Srsn these wkmom are typically used in roans w8h high moisture, k, bade"oms, R Is recommended dust the Inme'wr gap beheem the windpv and wall fmnhg also a said Mith Nikon and mood m as nor m Interfere wdh the ins abaci M wallboard die or trim. Sang 10 Once all amst uomn is mmpiMe, remove the buWde wrap hen the inside and outside M the window. a nemssary, dean the Woks with a him detergent and warts water using a m8 cloth, Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION, SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Roofing: DAD 1st Choice I COUNTY API. I IKO Industrues, Ltd I Cambridge AR ROOFING VENTS: ROOFING UNDERLAYMENT: 1st Choice WOODLAND INDUSTRIES 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 2nd Choice +30.0/-32.0 CLOPAY Swing Doors: _ 1st Choice +67.0/87.0 THERMA TRU1 FIBERGLASS D 2nd Choice +67.0/-67.0 { THERMA TRUmpaom ACC n 8 NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING 11 ATTACHED IN ACCORDANCE WITH R905.1.1 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "1" BOLTS 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 BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN, 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) 0) • •• ti) No 84 04 t`i STATE (hF aE ?s�`Sn•�O•Rt � ����e` a FONA' i�tNJ�� i 7 N Cq ID uF � u) W yQo.,a8 .N.r Z LLI tJi W LL aase r (tier` ?adz m'CNp a �€;E^ <� LL . m'ta NI V)Nc oil w anZ 0Z 9 oW6moo faimmZUMaw p S_ Qaz`T 'e Ste¢ Approval # ° al Www.FDSENG.COM ❑ 110 m Z n m n ` o FL7006.1 R-10 W ? N 0 13 Ue Z m LW c W a o L J LL 3 a " In o Q FL21580.1 R-1 3 � � y � FL15216 - R3 E � O m -. nt9a FL17206.1 15 0 w O o iiI����y ui I- s 00 ;1 \ o = 500CPO FL16546.1 ? ' U in in o s o Q- FL15279.36 'N Q m o b°a elm.. m A DAMS HOMES a FL20461.1 FL20461.19 ° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 F 0461. aQi 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 S s DIVISION LOCATION: 1st ChoiceLHN +0/ -146.3 The Tapco Group ]-AbItHNtK5 ARE GALVANIZED STEEL ROOFING IINZ,IALLPUNAILS 1,5" LONG WITH 1/8" DIA. FL20403.17 6 PORT ST. Shakteggered SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL Z LUCI E N.A. N.A. d Choice SHALL BE BEYOND WALL DRESSING N.A. w Job Information: Windows: 1st Choice +40/-50 MI WINDOWS 354I SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FI-17676.1 R9 Single Hung (fin) ANCHOR WITH MIN. 1'A" 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. a +40/-50 MI WINDOWS 3540 SERIES Single Hung FL 17676.8 R9 (Flange) FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF c�.l 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUMliW LENGTH TO ACHIEVE 114" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. 0 6 n O � o n' O 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 11A a Z c 0) Horizontal FL 1 4 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM ¢ O O V Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BL K 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR W WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 11/2" NAILS 10" O.C, IN ROI lO SOFFIT VINYL DIR TION OF SOFFIT ENGTH Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP 1A"-20 MALE PANELMATE W/ 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 123fz" O.C. BOTTOM 1A"-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: A. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 580 .2 LLJ CY) m LL y\ m o / Lo V i-�<Um' J LU �min� 3 Z) m 2 rn GI a LL FL18644.3 R-3 a rnV1 = Y Model Name/ Number: FL16503.4 R-3 3 780 i Plan Issue Date: oVI Thursday, December 12, 2019 FL16293.1 'M lVI VA PRO IF(:T NI IMRFR• Y 19-7742 T Sheet: Of: S-5 0 IQ MATERIAL RFFFRFNCF INFn /PSI 1 FILE COPY DEC 31 Z019 MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH '- RESISTIVE BARRIER WEATHER RESISTIVE FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW - SELF -ADHERED FLASHING / TEMPORARILY SECURE BARRIER GENERAL FLASHINGAND ROOFING METHODS .REQUIREMENTS DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior /'WEATHER / RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a Pe It BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior TAPE °� `-- EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SLOPE covering from further Intruding Into the exterior wall assembly. An exterior wall covering Is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 In SELF ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such U RESISITIVE 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 BARRIER SEAL TOPS of JOISTS I ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where Joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the SUBFLOOR (SEE DETAIL WPo7) requirements of the exterior wall envelope as described In Section R703.1. SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: Detail II1StrUC'tlOr)S sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather RIM JOIST Grade D paper. The Individual layers shall be installed Independently such that each layer provides a separate resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the corrUnuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 1 2 1 22 PAPER 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 than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW W P 01 SELF -ADHERED FLASHING W P 02 SELF -ADHERED FLASHING W P 03 scoring cuts Water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes g used as flashing shall comply with AAMA All exterior fenestration products shall be sealed at the Juncture with the EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILLI POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and h711. AA building wail with a sealant complying with AAMA 800 or ASTM C820 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. Fluid -applied 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 fleshings shall be Installed at the following locations: EXTERIOR SHEATHING � 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT ADHESIVE 6. Fold as shown by arrows THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF ADHERED FLASHING 7. Angle of comer may vary, 9 y ry, adjust folding Of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner exterior wall finish or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. ' REFER TO TECHNICAL CHEMICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) �; 8. Mechanically fasten as necessary Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings be Installed In LETTER ON SCORED shall accordance with one or more of the following: COMPATIBILITY RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the SELFADHEREDSELF-ADHERED FLASHING, �+ • (BEFORE FOLDING,$CORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE AONEsrvaassrlowNl flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the BOTTOM OF THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashingshall : a O ^ MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. SECTION -A NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design g gn g gn professional. (SEE DETAIL WP02) 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING OO \ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. V 2 z 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE 1 4 3. Under and at the ends of masonry, wood or metal copings and sills. - DO NOT FLASH OVER - - BOTTOM NAILING 2 8 SEAL TOPS OF JOISTS UNDER DECKING WPo7) 10 2 8 6 % 4. Continuous) above all projecting wood trim. y P) g FLANGE (SEE DETAIL S. Where exterior porches, decks of stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof Intersections. SELF -ADHERED FLASHING W P 04 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK W P 05 SELF -ADHERED FLASHING ^„ W P 0 HALF ROUND WINDOW INSIDE CORNER V 7. At buit in gutters. SELF -ADHERED FLASHING DECK PROTECTOR" SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster in accordance with in accordance with - ASTMC926 ASTMC926 - -- SELF -ADHERED FLASHING PATCH - Felt backed metal Felt backed metal lathe in accordance lathe in accordance `�`. ` f SELF -ADHERED FLASHING DECK PROTECTOR - r with ASTMC1063 -wdh ASTMC1063 / Building Paper r Building Paper % 7/16" O.S.B. 7/16" O.S.B. ; sheathing %� sheathing DOUBLE SINGLE JOIST Metal Keep top edge JOIST SELF -ADHERED FLASHING Flashing '_ _ Of Weep screed SELF -ADHERED FLASHING 1 2 31/2" 2" below top Of block 3" MIN Unperforated 4 Flange 7/8" Vulcum O 5 Weep Screed caukObot bottom joint Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING \HO.8362x;DECK JOIST J W P 0 / SELF -ADHERED FLASHING OUTSIDE CORNER /� Q Y V P 0 V APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P 0 g Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed INSTALLATION OF THE BUCK(RECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative finish b • q, All inside and outside corner will ° EXTERIOR WINDOW UNIT need to be miter CEMT. FIN. Cement Plaster cut and caulked all BUILDING PAPER SLOPE in accordance o o •, butt joints need to becaulked using SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) with ASTMC926 over wood 2nd floor Vulcum caulk for all -Z SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~ - EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH ' 2 1/2" Perforated °• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER 'Cement •.•ii Screed Plaster over block EXTERIOR 1st floor WINDOW UNIT CEMT. FIN.Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 g Note: O The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL CSELF-ADHERED MT F NISH WINDOW HEAD WL10 SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL W P 11 SELF -ADHERED FLASHING W P 12 the SCALE: NOT TO SCALE CEMT. FINISH PARAPET WALL weep screed. rrJ�f g .s eag � l w oaB¢E 0N ZZ W Rp J Or LL LL LL Cp _ ynmo �qp-. "oa N LU rig "'am' a w W w gsP Z V a=" a G: eNo6 3 o a a ,�R .A o '05 °y 6Q7� vY/'�om 000 Z tJ10EN„ m m .S '" 4i W Q n¢� J O LL y4 ` @ o < O N w'o WWWW.FDSENG.COM ❑ ❑ ❑ W N Zr Z z COCD z E ¢� a O o a J IE a - Y Z G' O /\� 1/ r6 w IE W U o " uuu w o c In (+77 E W OO U i . 0 - 0 C M a Q rn d coo Ica 4 nAR le uP1fN vict FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE I IVI Job Information: O U m d Z c V 0) W o n M :3 0 m LL H In • ) V r(0 z I- Y< 't a Q J W Z) m o J m (1) (n to W Model Name / Number: 1780 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-7742 Sheet: W P Of: WATER PROOF DETAILS I x N N LO N N 4" bath duct to roof cap w/fan Nutone 696RNB 2.5 TON W/5KW 0240V 1 PH 18x1O plen scale :1 /8"=1'0" 8 platform by bldr bath duct roof cap /fan atone 696RNB NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M16O2.4 balanced return air. EXCEPTIONS 1-3 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL AREA CALCULATIONS 1st FLOOR 1780 S.F. TOTAL LIVING (AC) 17BO S.F. GARAGE 391 S.F. COVERED ENTRY (BASE) 98 S.F. COVERED PAT10/LANAI 117 S.F. TOTAL AREA UNDER ROOF 2386 S.F. 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. v s 0 o o s V IN Z O in w w W Z 0 I- Ln �Wy LL W cT o Q N m O 00 00 00 Z I CV � - O �- 00 m ly- - Lu •• •• > Z Z Q LIJ Q m I-- Q J O D Q [If m OL- —i W Rating FILE COPY '3 i �1 2019