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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: R31S.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED SO 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 APPUCATION 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 row, K;M:11_1rJi°J:i/61NFOR VIIIII 7_ 4&jf_1,� 7[�Sh3A7 N]SiiU7 7f 11 FiI:C�3TIPFY+]i[H� Y 4:i�lA iYCa7T 7 VI 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 c ucc l ) 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 15 DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM, • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS, MASTER REVISIONS DATE I DESCRIPTION S RUCTURAL 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/ A615MGRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST 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 -I- OF THE FLORIDA BUILDING CODE Gth. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESEAREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED ITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI( fm= 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRN 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 10FT, 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 MSOS ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT. STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROM DE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 1.0. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS R (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 WOOD CONSTRUCTION 1. ALL EXTERI R WOOD D 0 00 STUD WALLS, BEARING WAU-S, SHIEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS.. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. - 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. S. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MI VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb= 2400 PSI MICRO, AM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB i. 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 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WRH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTANDJHE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, S. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY, WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 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. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 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 NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. STRUCTURAL DESIGN CRITERIA 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. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31844) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES -{ACI 530.13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL -2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES S) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240. COMMMENTS: ROOF RAFTERS LL/180 TL/12O ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR1,JOIST*** - LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" ***Ti nnex 1 i0" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD OL 7 7 15 25 BOTTOM CHORD LL* 0. 0. 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL(OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS STACK ROOMS 60 .(PSF) 150 (PSF) GUARD RAIL ® HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT + - / 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-)VALUE DENOTES SUCTION DIAGRAM AREA @ O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-} 28.8 (-) 34.4 5 O 50 (+) 24.8 (+) 24.8 a O (-) 27.1 (-) 31.1 f� Q5 Y (+) 23.4 (+). 23.4 100 (-) 25.7 (-) 28.8 141,11, DIAGRAM GARAGE DOORS*': SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-O,, (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 -) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" _ END ZONE IS ONLY WAN 4'-O" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3, DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOCS PLAN FOR ACTUAL PRESSURES INDEX OF DRAWINGS SHT NO: TITLE �� L_, _. _ 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC 0,10 YT F1f� .7JJ J`• fto ° N v' NO CV � c s - r 13 ra`y °Ydi, aS.E it^' C a v Iu FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY 8E SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7- EMBEDMENT. SEE 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER it Is the Intent of Designer/Engineer listed in the tltleblock of these PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 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 THE PLAN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. - 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE prevent error. The Builder and all subcontractors are required to. review all the information Contained in these documents, prior to PRIOR TO APPLYING EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS; THEN FILL THE CELL IN THE NORMAL WAY 6TH EDITION (2017) RESIDENTIAL. [fie commencement of arty work. The Designer/Engineer are not CONTROL OF CONSTRUCTION SITE: DURING BOND BEAM POUR. POUR. responsible for any plan errors, omissions,or misinterpretations 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. undetected and not reported t0 the Designer / Engineer priorto. TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A'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 MASONRY AND (7ylOd 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 information found in these plans should be directed to our Quality MISSED CONTRACTOR R TO INSTALL 2 SIMPSON HGAM10. W 4 4" 1 x 1 T 2" SDS SCREWS AND f) / O / 5 1 4" x 2 1 4" TRENS ONE EAC / H SIDE OF TRUSS. O / / TO PROTECT, TE T WITHOUT LIMITATION TManager HE RESIDENCE CONSTRUCTION MATERIALS, RUCTION SITE, LS ORE EQUIPMENT, FROM MOISTURE, 0 TORE MOLD FUNGUS, THEFT, Q IREVANDALISM TRESP S� A S OR ANY OTHER a n at 321.972.0491 immediately. No backc a e agh s PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER. becM will be c considered o Idered for reimbursement by the Designer/Engineer NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY. REASON. without advanced notification and approval by the MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made In accordance to the terms Of the agreement. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FO�I1t 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H75 w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. 16d x 2-1/2" NAILS AND 5/8' ANCHOR BOLT SIT IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. >1QM MLF9REEZ ffl � MiR �;?�"z,0tl Q REVIEWED FOR CODE COMPLIANCE; ST. LUCIE COUNTY BOCC `,t If �ir3%10 FILE COPY V' o ._ g ZzM MIA J a - Y Z 4-J (D f0 H p E WQ FLnc w o . mLn yp yp, Ta U ',° a E w 008 U,0 © ' Q A d a r1 FLORIDA CONTRACTORS LICENSE NO. I CRC13301 46 I3000 GU LFBREEZE PARKWAY GULFBREEZE FLORIDA 32563 PORT ST. LUCIE IVI Job Information: 1 O Z C LO w N ii 05 z ( L a I� ,J LLJ 7 �Lot InFf o , J M U) u) Model Name Number: 1780 I V I Plan Issue Date: I a Wednesday, June 3, 2020 a v KA PROJECT NUMBER: d 20-3004 MODEL 1780 R Sheet: Of:aY JL c a COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(Wf) TOP BOTTOM NO BW1 16" (2)18d TOENAILS (2)16d TOENAILS SPF UPLIFT SP2 W/(6)-10d SP1W/(6}10d BW2 18". STUD, (0) 10d PATE STUD, (4) ]Od PLATE �F 402 BW3. 18. (2) SP2 W/ (6) 10d 12) SPl W/ (8) SOd .SPF 803 STUB 6 18d PATE STUD 44 10d PATE BW4 16' (2) led TOENAILS (2)16d TOENAILS SYP UPUFT BW5 SP2 W/(OhJod sPiw/(6)-1od le" STUD 0 iOd PLATE. STUD 4 10d PATE SYP 439 BW6 1g. (2) SP2 W/ (6) SOd SPi W/ (6)-10d SYP 878 STUD 8 Od PATE STUD 4 10d PATE NO BW-1 12" 12) igd TOENAILS (2) i6d TOENAILS SPF UPLIFT BW8 SP2 W/ (6)-SDd SP1 W/ (8F10d 12" STUD, (6) 106 PATE STUD, (4) 10d PLATE SPF 535 BW9 12° 1 STUD. (6)10d)PLATE . STUD, (4)10d PATE SPF 1070 BW10 1 12° (2)16d TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/ MY10d SP1 W/ (6H101 12, STUD 6 10d PATE STUD, 14)10d PLATE SYP 585 BW12 2 12° STUDs) SW PLATE STUD, (4) lOd PATE SYP 1170 5W13 NOT USED ---DOUBLE 2x TOP PATE TOP OF WALL,/ SEE PLAN -�P MASONRY WALL OR ICF WALL, SEE PAN ax STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFD9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MSOS/Si FOR NO UPLIFT CONNECTORS BRG WALL TO 7 INDICATED IN WF09 CAN MASONRY WALL BE IGNORED, CONNECTION INFO 2X MID -SPAN BLOCKING CONNECTORS w/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2X P.T. W/ 1/2- A.B @ 32" O.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 0 32" O.C. 7/16- OSB FLYNT W/ SAME EMBEDMENT W/8d NAILS AT 4"rib SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 20 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 BPS CONNECTORS CAN BE SUBSTITUTED IN PACE FOR THE SM AND SP2 INDICATED IN SCHEDULE ABOVE B.IF"BW"IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2W FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW' IS INDICATED THE WALLIS OONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ Sd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iOd= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) Cl (3)2X4#2 SPF (4)-16d TOENAILS 0 C2 (3) 2 x 4 02 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & 0) 1/4- X 11/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 -OR- (4) - led TOENAILS 0 (4) 2 x 4 SPF #2 DTr2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4- X 11/2" 2145 SDS SCREWS 4 x4 P.T42 ABU44 W/ 5/8" ATR** G= 6665 C5 SYP POST & (12) - 18d NAILS U = 2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G -12000 CB SYP POST & IT 2) -16d NAILS U = 2300 8 x 8 P.T. #2 ABUSS W/ (21- 5/8" ATR** 0 = 24335 C7 SYP POST & (I8) - led NAILS U = 2320 3.5 X3.5 P.L. 1.8E F1312400 PSI HOU5 SDS2.5 W/(i4)1/4'x 21/2" SDS WS & 5/8" EPDXY 5645 wO1MANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HOUGSDS2.5 W/ 4411/4" x C9 1.9E Fb=2400 PSI WOLMANIZED IF EXT. 21/2" SDS WS & 5/8• EXOPY ANCHOR, OR ATR** 5645 CSo 3.5 x 7 P.L. 1.8E FG-2400 PSI HDU83DS2.5 W/ 120)1/4' x 21/2- SDS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR ON ATR*** Cd1 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI (WOLMANIZED. IF EXT.) HDU8-SDS2.5 W/ (20)1/4" x 2 1/2" SDS WS & 7/8" EPDXY ANCHOR, OR ATR- 7870 1-7 x 7 P.L. HDU&SDS2.5 W/ (20) 1/4' x El 1.BE Fb=7400 PSI 21/2" SDS WS & 7/8" EPDXY 7670 I IMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PAN 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 WF37/83 4. MINIMUM BOLT EMBEDMENT; 5" EMBEDMENT FOR 1/2' ATR 0- EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR 7/8" ATR S. IF (0) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUWMtrrED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: DIA / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIAALENGTH NAIL SPACING OA31" X 2 %" OA31' X 2 0h' SEE PAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 0.148" X 3" 0.131' %3' SEE PLAN BLOCKING &TOE 0.14W X 3'A" 0.131" X 3 4' NAILS & TOP PATE F12d OA48"X 3 W 0.131'X 3'A a" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 0.148" X3" 0.131, X 3r a- O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS CAW X3 %' 0131" X 3:?A- (2)16D(COMMON) SEE PLAN (3) WD ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS Ht (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) -2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2' FLITCH PLATE THIS SHEET H3 (2) -2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/1/2"FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 WI 1/2" FLITCH PLATE THIS SHEET H5 (2)-1.3/4"X 111/4 ATTACH TOGETHERWI(21 ROWS 1W X 312' LVL ZOE FIII PSI SIDS WD SCREWS 016" o,C. TYP. EACH SIDE H6 (2) -1 3/4" X 9114 ATTACH TOGETHER W1(3) ROWS I W X 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2X4 WALL 2X6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END. EA. END. EA. END 1'-0'.-3'-11" (1) (2) (1) (2) 4'-0"-W-0" (2) (3) 12) (2) 101-0" .16'-0" (3) (4) 13) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR. SEE PAN 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 PAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 S. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x1O 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 058 FETICH PATE. NAIL16e SIMPSON LOSTA180R (2)2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012". OR 12) SIMPSON HEWS TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS FLITCH PATE. NAIL SIMPSON LSTA24 OR 12) M BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" 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) M3 OSB FLITCH PATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL, U.N.O. ON ROOF PLAN. (2)-13/4"x111/4"LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (21 M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD OST �4• x 31/2' SDS WOOD OR (2)SIMPSON HETA16 TOCMUJIMEWS 016- O.C. TYP. COL U.N.O. ON ROOF PLAN. ,tACH SIDE. (2)-13/4' X 117/8-LVL 2.0E FO-2600 PSI, NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) V 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS ,@ 16" O.C. TYP. OR (2) SIMPSON HEMS TO CMU EACH SIDE COL, U.N.O.ON ROOF PLAN. (2)-13/4'x16"LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 70GETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 18. O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EADH 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 3. BEAMS ARE NOT TO BE DRILLED OR. NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. I GARDEN TUB V SCALE: 1/4" =1'-0" ELEVATION "B" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B IA +27.6 / -29.9 B +27.8 / -37.0 +26.5 / -28.8 (D+26.5 / -34.4 +24.8 / -27.1 O +24.8 / -31.1 +24.3 / -27.5 O +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 ,y d FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING g ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. I MASONRY WALL , GENERAL NOTES 1. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soff t Is Installed 5'-0" On each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/24nch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 Inch (15.9mm) type X gypsum board or equivalent. Where the separation Is a floorcelling assembly, the ``g1l1utlryJ N%%6N-Q To 4Z%% QPG6NSE y •• tJo B7fi6 a - * LU �'ST • T A P ti J�1/161NILf1t1 structure supporting the separstion shall also t "- Protected by not less than 1/2 inch (12.7mm) Z 10 `r gypsum board or equivalent. F frfrG w $g Br 1pj N € i -.T- Q vi a 1k xe 4. R312.2-1 Window Sills In dwelling units, where theOD o ti opening of an operable window is located more than'. G m a o 72 Inches (1829 mm) above the finished grade or �E w O m surface below, the lowest part of the clear opening m of the window shall be a minimum of 24 inches a m Q LL . 4i (610 mm) above the finished floor of the room in a LL a W W d� a¢ which the window is located. Glazing between the w V .� ` 2 8 m °' Z 01 floor and 24 inches (810 mm) shall be fixed or have €' 6 w 5 ti „ 0 0 openings through which a 41nchdlameter (102 mm) W g m sphere cannot pass. 15 g a€ I F Z a t 4 g a i. R308.4.2 All windows within 2'-0" of doors and In �� 2 6 5 a Ln shower or tub areas will be safety tempered glass. o 8$g IS 0 3 F A 6a wWw.Fosavc.ca4 ❑ ❑ ❑ i. Calling for exterior erodes and covered porches to have diagram span retch dui Walled " COX. on '2 roof diagram nailing schedule or 5/8" COX. i0 Z g SX T&G acceptable for Substitution.N ryq 6 t 10 r. EC: R4022.4 Access tlspaces oors from conditioned to *• Z unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstrlpped and Insulated to a level equivalent to the insulation on the surrounding surfaces. s o K Laundry Note: (Unless noted otherwise) Provide dryer 8 fi vent thru roof max. Igt. 35'-0", washer & dryer units w (washer unH to be always on left aide when facing w units) hanson box C# 36" aff to U ran E w c I. Callings for exterior erodes and covered porches to be 01 Q c cc 7/16" OSB on underside of roof trusses shall be o �L/1 0 3:M attached to all framing members with 2x blocking 13 V LA provided at perimeter. The OSB shall be attached w/ 8d 1p w o 0 ER nails at 6" D.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications L) ® Qo� �m REVIEWED E ® DAMS HOMES �A 1 TP �f�� CODE COMP I#"ANCo g FLORIDA CONTRACTORS LICENSE NO. CRC1330146 m $T. LUCjE COW9TY5 3000 GULFBREEZE PARKWAY R GULFBREEZE, FLORIDA 32563 r DIVISION LOCATION: PORT ST. LUCIE Z v VI Job Information: uU c 'a o N M O I- FILE COPY z a U) Wy4.. E N Tn �- QJLVZ) JMCj)W rn V Model Name /Number: v 1780 AREA CALCULATIONS x 7vl PlanlssueDate: Wednesday, June 3, 2020 1st FLOOR 1780 S.F. KA PROJECT NUMBER: w la, TOTAL LIVING (AC) 1780 S.F. y 20-3004 T GARAGE 591 S.F. Sheet: /� Of: COVERED ENTRY (BASE) 3s S.F. COVERED PATIO/LANAI 117 S.F. TOTAL AREA UNDER ROOF 2526 3.F. Ts FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION TRADE REINF. SEE PLAN FF m z ..P, cq .16". (2) #5 FM01 I SINGLE STORY FTG REINF. SEE PLAN F_F. 00 8" (1) #5 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8" OPTIONAL CURB FOR F.F. VARIES MASONRY @ ELEV. 0'-0'. ; "•;,; - - - - W/ (1) - 45 BAR CONT • .�;°. �. 2 STORY: 20' X 20" REINF. N 'I' " W/ 3) - 45 CONT. SEEPLAN 1/2-=1•-0' 1 FM02 I SECTION @ GARAGE FM03 I THICKENED EDGE 11/2"=1'-C" (*) 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 GARAG DOOR. EXTEND 6' BEYOND E F.O.M. EACH END, TYP. I GAR. FIN. FLR. I ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ 3) • #5 CONT. JOINTS 10" O.C. TYP. 16° (2) #5 REBAR FM09 I SECTION Cap GAR. DOOR 1/2" = r-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W (3 - #5 COW. FOR MORE INFORMATION) SE (V 245 REBAR FM11 I STEP DOWN BRG. 1/2"=1'-o° I FM12 I STEP DOWN NON BRG. SEE PLAN GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR! FIBERMESH OR NER414 FOR FIBERMIX, 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 ARV. SLAB. HOOKED FTI DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. # 5 REBAR 4 CO LT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1/2" = 1'-0" 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO I VOOD STAKES PERMITTED IN FOUNDATION. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 7 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 EXC¢ED 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 950A 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. wommummmommommmmum FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITYCAP. Ibe F1.0 1'0° XCONT. 1'10' 2 05 E.W. SOT. 2000 F2.0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 2'6"X 2'6- 1'0• 3 #5 E.W. BOT. 11000 FF3 0 3'-Q"X3'-O' 1+0" . 4 #S E.W. B07. 156W F3.5 W6" X T6' i'-0" 4 #5 E.W. BOT.. 21SOO F4.0 4'-0" X 4'-0" 1.fiO. 6 #5 E.W. SOT, 15000 F4.5 4'6" X 4'8" 1'4' 5 #5 E.W. BOT. 34500 F5.0 7 5'-0" X 51-0' 1'-4" 6 #6 E.W. DOT. 42500 F6.0 6'0" X 5%0" 1.4- 7 #5 E W. BOT. 61600 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 1/2" = 1 OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16". o a SEE TYP.PLAN ELEV. 0'-0" WITH CURB _ N (1) #5 BAR CONT. �� 8" ,I• �(G.C. VERIFY) 00 � z I P? F.F. REINF. ZD "•. a (SEE PLAN) a . `"; 2 #5 CONT. • INSTALL LINING ` r,; .w ; w Ij 2 #5 BENT BARS W/ MATERIALS PER h N MIN. 25" LAP SPLICE FBGR P2709.2 MUDDED FLR, 16" SLOPED TO DRAIN MIN. -, #5 CONT. FM14 I SECTION @ RECESS SHOWER 1/2' = r-0" FM18 TYP. STEP FTG. DETAIL 1/2" =1'-0- ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FIND. FOR BY COLD BENDING THE BAR WITH. QUANTITY MIN. BAR LAP OF 25" C0 #5 X 25 X 25" CORNER BAR ONE N F FOR EA. HORIZ REBAR, TYP. U.N.O. (2)#5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 cow. FM19 TYP. CORNER BAR DETAIL 1-1/r'=i,-0^ FM23 I TYP. FND PENETRATION 1/2"=1'-0' STEMWALL SCHEDULE FOOTINGOIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" S. 10" 16" 20" W/ (2) #5 BARS <674# 6'.8" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'4" >3'•4" • 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-W >4'-0" - 5'-4" 16' 16" 48" 48" W/ (5) #5 BARS COW. 1162# 2'-8 & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. P.C. 6 SPACING (O.C.) A A W.W.M. TO BE TIED TO #5 CONT.RERAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF: BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" :. (1) 45 HORIZ. CONT. TIED TO " EA. VERTICAL REINF. B + n RN GRADE-8" MIN. TO TOP OF ,i •. STRIP G. COMPACTED CLEAN FILL IN MAX 92" LIFTS STRIP G. W/ QTY OF "MIN. COVER REINF. PER SCHEDULE 11 FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND -VERT. F.c. ABv. FDN. WALL WHEN STEM WALL EXCEEDS 4'-00. FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION: EACH BAR TO EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #g 3AF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 6, FILLING IS TAKING PLACE .C. 5.#5HORIZONTAL CORNER BARS WITH 4'-0"LEGS INKNOCKOUT BLOCK @16" h . O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" C, TALL (TYPICAL ALL CORNERS) 6.IF STEMWALL IS V41TH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS "BEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. b 8.R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS(BOTTOM)SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS 3" TO SANITARY SEWER PLUMBING RISER I F2.5 q - - - - - - - - - •-�---fiI.DRAINW/MANUF. - At ----N `----------- -------------- ---- ----• II 3X4 11 TUB VERIFY II I�I't� 1 F.G. 11 4 SH_WR 1 , W/C 1 t3l SLOPE 2'.3" 4'.3" IL 3'-3" 1'.7" fV I � I ei I F2.5 � _�_ - I _ ---------- , zo 3'-8• 4r STEP DOWN 4" I --------------------- I I I ■ I I , 4 C) 19'•10" 6'-10" 3'-2" 2'-IJ.1h" 7'-21h" , I ' A II I1 a ' IIHVACi do = 1 I TUB II <4 I ■ o �p� yy� m PROVIDE CHASE�� ® m FOR HVAC UNIT flfyl ' = m o v � r - -- - - - - --- � ' I L- -- - - - 11wAs 71i iTAl ' PROVIDE ELECTRICAL - -u DB SINK . & PLUMBING SERVICE - i y lf� THRU SLAB @ ISLAND a cD a FM1a ��I� I I _,I� in q I LOCATION in (REFER TO FLOOR) 0) r - - - - - - - - - - - - - - --- I ■ ■ ® I STEP DOWN 4" - - - - -" - - - - - - � ' I REFRIG. I I W.H. I `_ I I. F2.5 1 1 I 10'-2" I ® I I 1 I I I ■ 3.1 I I C.L_____-___�__ 5 1 ___ _-_ _ " 9 a.R _____-___I °P FOR N R CO aA m ""--•, FM01 .------------------- ' ST. LUCI�, OUN Y STEP DOWN 4" I I BC'; q ' a ■. NZ,-0. 4'-4" I 30'-0" ■ °p I 2,-0" 2,-4,7,-0'2,�" 6.4„ t 4i0F2,5 IFM I 3.1 HOSE i- 12" SQ. CMU COL. W/ ' FM03 I#5 BARS 3.1 (2) #5 BARS " I BIBB (2) #5 VERT. GROUTED 3.1 I W/IN EA. F.C. , W/IN EA. F.C. - - - - - - - - - - - SOLID ` - - - - - - - - - - - ' - - - - - ®® F2.5 _ �] 4.8" 20'-0" 20',0' FOUNDATION PLAN SCALE: 1/4" =1'-0' ELEVATION ))B'I O FILE COF I 9 N v Y a FL 2 al v �J% ....... N S R� v tit: No �F 24 0 a �`Tr)1)Iaa�tie' � � m CO v � i 15 E g � W �jXw In N 00 �g � Q n. �� °• o: ¢ z ° m v $ 9 2 oLn g g�� g ■ c��� W NJ.FDSM%CON ❑ ❑ ❑ W Z N N Z � N c 4 0 C d 0 3 � $ z s � Z o 8 /i p Q) (9 a T° u 0 E O w 5 m c o t/1 v m F- mm _ V PNE 08 INo ® 1- 00 .I o� Q rno$ 4m, A DAMS HOMES': •� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 8 r DIVISION LOCATION: PORT ST. LUCIE z Job Information: a o /1/ m 1° a o W° E 0 M B° m D 7 rl a 3 sv,° £) C.)m tD a La 0JLu�=r^4O J m W VJ LL 1780 3 Plan Issue Date: Wednesday, June 3, 2020 VI KA PROJECT NUMBER: 20-3004 a to Sheet: /� Of: o `S/ N FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL I .HTIN " & 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 1 200 GEN LIGHT'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 Ca 100% = 10,000 + 40% OF "A" = (.40 x 23,887) = 9,554 + 100% OF 'W=120,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 =AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL o ro 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. WP 1N BTALL FAN GFI BOX X PREWIRE 4 1 i �I GFI i i GFI I --------------- ---------------- FOR D GFl------T- - --- FI GFI I DIS I � I FOR Q HOOD/ , I , I ------& GFI / I / / / / / / / I / / ,DOOR ;BELL / WP GFI o / / / / / / / pp--yy INSTAI,L FAN " OX.PREWIRE � I _ \ I I � I P I 1 I INSTALL FAN BOX PREWIRE fc ' 1 ------------ \ I i CM I I I If 0 ------------- I CHIMES ,_ \\ I � ` 1 \INSTALL FAN I BOX PREWIRE I EI W GFl 220 O I u GFI AT 42" AFF m 220 W.H. ' 1\ \ �ATTIC�EbTFIC) a )F N'D BY C051� z aI GFI AT GFl dU GFI 42" AFF FOR GARAGE FOR GARAGE DOOR OPENER DOOR OPENER ,_ -------------------------------------------------- \ GFl AT 42" AFFM I, Y - — COACH LIGHT COACH LIGHT — COACH LIGHT 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 eth 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 UL217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD; EITHER ANSI/UL2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE. BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER. HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W IF THE OUTSIDE EDGE OFA SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OFTHE 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 PBCGR 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 $3 THREE-WAY SWITCH.. COMBO UNIT $4 FOUR-WAY SWITCH FLOOD LIGHT $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE �--a� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET W GROUND FAULT INTERRUPT N 2 DOOR BELL CHIMES 1 (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET a— DOOR BELL SPECIAL SERVICES OUTLET D0 P DISPOSAL TV� T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET gp PREWIRE SPEAKER ® RECESSED LIGHTINGLu J JUNCTION BOX ❑ WATER PROOF RECESSED LIGHTING O THERMOSTAT o ui w BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOf 41EWED I ® L.E.D. DISC LIGHT GAR(OMPL ® PUSHBUTTON . C ELECTRICAL PLAN SCALE: 1/4" =1'-O" ELEVATION "BI' �gm 3 /T1 tVV £ � Lo Y l e IL LL li n g w W bM� a QRsLL a ui �dE Z 4'a Z O. aoo bi' ZI 10 m00m a S 3 Z tea .d a Eb 0 0 �Ov) 11IL 8 W o R 9 WWW.FDSEAG.COM ❑ 110 M 0 Z m o z z a a J LL d Y iJ W H .� Q E oW0 �I � in t) O LONE - w O o •I lawr v U 00 �, o Q m o m.. ® nAMC YAIM@Q FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZEr FLORIDA 32563 Rocc PORT ST. LUCIE OPTIONAL OVERHEAD SERVICE VERIFY IFAMPS NEEDED ° 1oh Information: SAMEASUNDERGROUNO WITH ELECTRICAL CONTRACTOR -�-� 2DO AMP SERVICE 2D0.21D COPPER OR Oro ALUMN, IN 2" CONDUIT r METER MAIN DISCONNECT 200 AMP A/C DISCONNECT c�i+ v O UNDERGROUND SERVICE BY #14 TO o POWER COMPANY COPPER O APPLtF TYP ELECTRICAL #12 COPPER TO APPL N GF g 7 PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE ` W cLO 01 INTERSYSTEM # BTO HVAC r m BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER I > 8) APPROVED GROUNDING ROD W/ MIN. e' DEPTH o • •- b) BONDED TO CONTINUOUS FOOTING STEEL m z U �. (0 a O LO o ELECTRICAL RISER N �c'n^ /(/n/� coW V' VJ In LL NOTE: N.T.S. m Model Name/ Number: 17SO ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. Plan Issue Date: Wednesday, June 3, 2020 VF KA PROJECT NUMBER; �- Y 20-3004 Z' Sheet:. Of: 0 N ELECTRICAL PLAN LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH 25 SH 35/2 SH LEFT ELEVATION "B" SCALE: 1/4" =1'-O" 6 9 B0 4 D7 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING W FlN:FLR.-- -- — ------ —-— -—--—-— - — - - —- -- FIN. FUR. H . HGT. - — - ■ LITE TEXTURED DECORATIVE FIN. FLR. _ _ CEMENTITIOUS COATING 25 SH 25 SH I< 8"OFF RIDGE YjWff 12 6 2868 FRENCH DR. REAR ELEVATION "B" SCALE: 1/4" =17 25 SH 0 60 25 SH RIGHT ELEVATION "B" SCALE: 1/4" =1'-0" VENTILATION CALCULATION ula = SF / $00 / 2 * 144 = net sq Inches of venting needed equally product provides q,12 vent orovides . ta.rvt. If Overhang distance 1.33 ft S.F. of Area to be vented:(SF) 2526 s.f. Total needed for exhaust forup erl/3 606 nets inches Total needed for intake (soffit area, lower 606 net sq inches Number of Off Ridge Vents for: upper 1/3 needed 4 GF: of Ridge Vent needed (can be usedin combo with ORV) 34 Lineal Feet of Soffit needed to meet required 111 :� QP ENS ��:�G ���A •,Rr J : ti �1 Lt UJ 0 �i F W c Aam" UDmWZtlQl d"mr#i' poriik Wavmar#i �- osaR8$3V �` ,S zo�LL -i LL 0 ZWN v F- m n WAM'.rDSENe.CIXN ❑ ❑ ❑ U M v z ry � 'n rq N z 'O ZW Qo aL a � g - a c Z U E U —9 O C m C c m REVIEWED FOR U a CODE COMPLIANCE _ ¢ 6 a dm ST. LUCIE COUNTS � � DAMS HOMES SQCC o «� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 joi 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 8 DIVISION LOCATION: PORT ST. LUCIE SJob Information: )PY N Cr 0 9 O Qom$ 6 C � 0 MEN IN: 11 LITE TEXTURED DECORATIVE—/ CEMENTITIOUS COATING LU Q [-I ri 3 jI i m • J dl m m n- o O J UJ o m Model Name /Number: N 3.780 VI Plan Issue Date: Wednesday, June 3, 2020 12" SQ— 3068 DOOR 16'x7' GARAGE DOOR KA PROJECT NUMBER: COLUMN FRONT ELEVATION "B" 2"004 2 SCALE: 1/4" =1'-0'. Sheet: Of: ELEVATIONS - B SEE DET.TBO3 G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN I 7/16" OSB SEE "HIP/R BLOCKING" 20'-0" MAX I. 20'-0" MAX.. * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS EQ. cr W R CONTINUOUS BOTTOM CHORD v "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - 9 IVIDE DETAILT801 '0 COMPLY :OMENDATIONS ATING OF - 0 DGE DETAIL a Z Q Q gO 4 v w EQ. TOP & BOTTOM CHORD GABLE END BRACING @ -/ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) '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 F71 4 Ff. (� !_____________________________________________________,______-,. 1 1 4 Ff. 1 � O' O I � O ' 4--------------------------------------.-----.-----.-' 5 FT,. 4 FT. O I 50. 4 Fr. O2 I ` ' Cv 1 1�01 31 I . 4 Ff. x. ---------- 3 3 ------ - - - -4 Fr: O2 O O �: 4 1 L:1 0 ROOF NAILING ZONE DIAGRAM J NAILATBASE 2R0WS@4"D.C.W/BdCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS@4"O.C.W/BdCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8' PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER NOTE" W/ 8d COMMON NAILS @ 4" O.C. 7/16` OSB MIN. (SHINGLES) SPAN RATED 24116 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15132" OR GREATER MEMBER IF GABLE END CDX PLYWOOD (TILE) NOTE: SKI NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/S" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 160A x 13/4" STAPLES & 2' O.C. ON EDGE & 4' O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/320 OSB (2)- 2x TOP PLATE 15132" OSS 1 EXPOSURE 1 BEYOND SSHEATHINHEATHIN G SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHITSHEET 2XRIBB0N VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM I S \ II I I II II SOLID 2x BLOCKING @ ALL SHEATHINGH II II Y111111 EDGES(SEESECTION X-X) 02 III II OPENING II II II I II II I I I II _ III If II '. 2xSTUDS w w III I I II I I I II II IL BEYOND. _ In !III II III II II it II I SEE PLAN in Fa - III I I II III N 11 I I �' z III fl II I 1_I 1 II II 11 II I 1 JI IL I I HORIZONTAL WAI_I ELEVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN ��o(r._ 0ff pt3 G3 u.2 I-i LN2O~ NWT LL N LL 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 ,.F1111 ./a "/Pe"TaJss., / II / ms v, Vm/a 1681 1.. 6/x 6? Wl 112 TIEN 11 -il /-' ._v"' _ /x ms/ eaill. T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. 2X6 SYP #2 CONT. W/ (3) #5 X 4''h" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) 5/8" DIA SIMPSON TITEN SCREW @ 16" O.C. 12 SEE 2x6 SYP #2 @ 24" O.0 PLAN ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 42d NAILS IMPS 2X6 TO 2X4 uo nI I 2x4 SYP #2 @ 24" D.C. 2x4 SYP #2 CONT.W/ (2) #5 X 4'h-- WOOD SCREWS @ 164 O.C. MAX. OR IF MASONRY WALL USE (1) 5/8' DIA SIMPSON TITEN SCREW AT 16" O.C. SIMPSON - CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF SYP CONNECTOR& FASTENERS SPF SYP OFRAME TO HETA10 W (9)1 Od x 1.10 OR HTA10 W (10)1W x 112- OR MASONRY HETA20 w/ (9)IOd x 1 12" 1810 HTA20 W 00)10d x 1 1/2' 168E 1870 O FRAMEEO H2.5AW (10)8d NAILS Su 555 RT7A W VG)Sd NAILS 515 585 OFRAME TO H10AW(18)10dx 117 1018 1040 RT16Aw/(17)1Gd x 110 895 1020 FRAME H10A,2w/(18)IWx110AT2PLYTRUSSES 1080 RTI&2w/(18)10dx 11I7AT2PLYTRUSSES 936 1060 OFRAME 0 TO MTS12W(14)10dx112"(AT EXTERIOR 8g0 MTW12w/(14)10dx/ 12'(ATEXTERI0R FRAME LOCATION INCLUDE(3)12d TOENAILS M LOCATION INCLUDE (3) 12d TOENAILS) 100E 1195 OFRAME TO MBTw/(22)10d NAILSANDWA.T.RW/iT MU0T16 w/(28)10tl NAlLSAND B'B"A,T.R. W/ MASONRY EMBEDMEWW/BIMPBON"SET"EPDXY 3 12"EMEEDMENTW9MPS0N"SET"EPDXY 3390 419E O FRAME TO HTS20w/(24)1Wx 112"(AT EXTERIORAME i�g HTW20w/(24)1Wx 112'(ATEXTERI0R FR LOCATION INCLUDE(3)12d TOENAILS 1310 LOCATION INCLUDE(3)12d TOENAILS 1285 1530 FRAME TO (2) HTS20 w1(48)10Exl 12'(AT EXTERIOR (2) HTW20W(4S)10dx I Ilr(ATEXTERI0R Q FRAME LOCATION INCLUDE(8)12d TOENAILS 24" 2620 LOCATION INCLUDE(6)12d TOENAILS (EA) 267D 3080 FRAME TO HGT-2 W(18)10d NAILS AND (2) 5/811AT.R HUGT2w/(16)I0d NMLSAND(2)618" AT.R. O MASONRY W IP EMBEDMENT wI SIMPS04 SEP 10690 w712' EMBEDMENT wl SIMPSON "BE T' 7020 9790 c EPDXY(HGT-3F0R 3.PLY) EPDXY (1UGT3 FOR 3-PLY) FGTR W(18)1/4"x 3"SDS W00D SCREWS RFUS W/ (12) WSS W00D SCREWS AND W OFRAMETO H MASONRY AND(2)12" x B'TREN HO ANCHOR BOLTS 3400 4725 (4)3/4'x B'WEDLE-BOLT 7100 11) LGT2 W(16) 16d SINKERS 0 J1 O FRAME TO 81/4"x 2-1/4"TITEN2 T0 1750 Mw N MASONRY SEE NOTE #8 BELOW) FRAME TO (2)LGT2W(32)i6d SINKERS&(14) 350" 406G-M (2)LUG72w/(32)16d SINKERS&n0) 3100-M 310M J2 MASONRY/ FRAME (28)1 114'TITR (FOR FRAUSB) 0R (ZB)180 SINKERS FOR FRAME (EA) 3246F J770-F 114"x 3'WEDGE-S0LT(2 PLY TRUSS) 0R(32) 1W SINKERS FOR FRAME (EA) MM-F 4520-F m y N 0MASONRY/ FRAMETO (2) LGT3 W(24) 1N'x 3' BIDS SCREWS 47304d 5570:M (2) LU0T3 W(24) 1/4'x 211T WS25 ��-M ]050.M &(8) WS' x W TITEN 12 PLY TRUSS) 5010-F SCREWS&(4)3/8'x5"WB(Z PLV TRU55) FRAME 0R(52)16d SINKERS FOR FRAME (EA) 6960-F 0R(56) 166 SINKERS FOR FRAME(EA) 6490-F 7710F O BEAM TO HU4100PT HUC410 W(18) 1 Bd&(10) 10d U 80 HN10OPT H04101F w1(20) 16d A(10) Wd GIMEKI BEAM NAILS UNIS95 NAILS U#1950 2 OBEAMTO HU410 OPT HUC410 W(18) MEN G*1500 HD410OPT HD4101F W(20)114'x 3' GIwM MASONRY 114"X2 3W & V0)10d NAILS U#1800 WEDGE -BOLT 8 (10)10d NAILS U0850 € O BEAM TO MASONRY/ HU46 OPT HUC46 w/ (6)10d NAILS & (12)14-x2W4-TTFN VO MAS.) G31540 Low 0#3000 HD46 OPT HU48 W (6)104 NAILS 8 23/4" TAPCONS(TO MAS.) GM 625 G#2015 FRAME OR 02) 16d 8(6) 1 Od(FOR FRAME) SYP-F U#1135 SYP-M (12)1W x OR (12)16d & ($I 10d (FOR FRAME) U01030 SYPF U#050 SYP-M TO (2) META16 OPT (2) HETA20 1920 1920 (2) HTA16 OPT (2) HTA20 7310 c OFRAME MASONRY 1-PLYW(10) 10dx112'0R 236E 2365 7-R.Yw/(70)1pd z1.12"OR 4 30 3 2-PLYw((12)16d 2-PLYW(12).16d P„( Hi5M18W(8)10tl NAILS AND(4)1/4°x21/4" 956 1110 HTWMI6 W/(9)10d NAILS AND(4) 119 t1 W- 1146 .122E LOvs FRAME TO TAP0CR0N9 WEDGE -DOLT a3 O MASONRY HTShM W(10)10d NAILS AND (4) 14"4114- 955 1110 OR RTWM20 W(10)10d NAILS AND 44) 1/47wl NV 0 TAPCONS WEDGE -BOLT 1146 1225 ©FRAMETO HI0Sw/(8)8dx112"NAILSAND(2)3IS'x4- 780 . MASONRY TITAN HD 910 5 FRAMETO DTT2ZW/(8)114°x11/TS0SW00D OTB-TZw/(8)1WX112"W515W000 Oq MASONRY SCREWSAND(1)12'BA.T.R.E0XIEDw/ 183E 2146 SCREWS AND (1) 12'SAT.R. EP0XIEDW 1510 1835 SIMPS0N'SET'(SEEN0TE 04) SIMP30N'6ET"(SEE N0TE 04) FRAMEc HITS W(20)1W a 1/2-NAILS MD(1)S/V0 "SET HTT45 w/(26)15d x21/7 NAILS AND (I E O MASONRY MASONRY A.T.R. EPDXIED w/ SIMPSON 4379 5080 S B S A.T.R. EPDXIED W SIMPSON SET° 500E SEE N07E MI BEL0W) IBELOW) BELOW) SEE N076M BEL0W) T H 4W(19)16d a 112- NAILS AND (1) 5/S 0 HTT45 wl V 8) 16d x212' NAILS AND (1) c OFRAMETO MASONRY AT.R. EPDXIED */SIMPSON "SET' 3A40 4230 5/8"0 A.T.R. EPDXIED W SIMPSON -SET- 41A0 ' (SEE NOTE #4 BELOW) SEE NOTE #4 BELOW)' T O FRAME TO FRAME HtOSW 12410tl x112"NAILS ) 785 910 LUGT1 W (23) Sd x1 1W NAILS 876 1045 ; HM9KT w/(4)lWxl 1/2' SDS W00D RTI6Mw/(9)10dxl 1ITNNLS& O OFRAMETO. MASONRY SCREWS A(5)1/ W1/4"TAPCONS 76D ]AD 14)1M'x 13/4"TAPCONS ism 138E L' V0TW(16)1/4N3' SDS W00D SCREWS& VOFRAMETO MASONRY A.T.R. EPDXIED w/SWPSON"SET" O WE AW 355E 4940 12'MIN. EMBEDMENT �1 (2) VGT w/ (32) IAX& SDS W00D SCREWS HA R FRAME TO MASONRY 8(2) WIS A.T.R. W/SIMPSON 6170 718E :r W -BET"W 12" MIN. EMBEDMENT d VO'Tw/(10)1M'x3.3D3 W00D SCREWS& Rix .0. 0HDU45DSZ6w1(10) FRAMETO 1/4-A212'BOB W00D 3285 MU0T15w1 (22) 10d NAILS& HTT45W(18) N.O. FRAtME SCREY/S&(1)WS-SA.T.R. 4565 10d NA1198(1)518°g A.T.R. - 4160 a O FRAME TO (2) w72NAILS (52.) FRAME (l)SlY8 KT.R. (SEE NOTE WI) 0 AIR. (SEE NOTE #4) SODS .CNFP41 Gf�NNFG.Tf�P NMFR Va O 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR SEARING WOOD WALL$/BEAMS wl (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIOED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. D.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT, E 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP 01 Z'x4' TO TRUSS VERTICAL WEB W (2) ROWS OF I NAILS W 3- O.C. STAGGERED. o 5. 12' MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. m 6. SCAB TRUSS CHORD w/4--0"2x SYP #2(MATCH CHORD LUMBER SRE)W(2)ROWS IOd@ 4° FR0M END 84" O.C. rc STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCHASPOSSIBLE. m 8 O MINIMALCONNECTORUNOONFRAMINGPLAN 1. CONNECTION FOR ALL ROOF I FLOOR TRUSSES TO MASONRYWALL&UNTELS/ ICFWALLS UNO ON PLAN 2. CONNECTION AT 24'0R 37O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY W WALLS SEE DETAIL FB12183.1 FOR M0RE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSACF WAIISA.INTELB 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT Sr 0.0 MAX W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT WrTJI (IF APPLICABLE) LAYOUT o S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS W(2) 12d T0NAILS T BO MINIMAL CONNECTOR UNO ON FRAMING PLAN 1CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM g l0/ MINIMALCONNECTORUNOONFRAMINGPLAN TYP. U.N.O. BACKNAIL W/ (2) 2x4 OUTLOOKER SEE STRUCTURAL 16d NAILS @ 24" O/C NOTES AND NAILING TOP CORD SCHEDULE FOR BLOCKING FOR SHEATHING DETAIL SIMPSON H2.5A FIRST FOUR ROWS OR EQUAL @ EA. OF TRUSSES @ 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF _ APPROX. 8" FROM SHEATHING TYP.. RIDGE FASTENED AT "L" BRACE TO EXTEND AT LEAST EACH JOINT W/ (2) 90% OF WEB LENGTH WHEN 10d & (2) 10d TOE GREATER THAN 3'-0" (SEE TABLE) NAILS @ EA. END GABLE TRUSS' 2X4 PANEL BLOCKING @ /2" CDX PLYWOOD OR. 7/18" OSB SHEATHING. ATTACHED 48" O/C FOR THE (2) 16d NAILS W/ SOd NAILS! @ 6" O.C. VIAL FIRST (4) ROWS OF ( TRUSSES FROM EA. EW SAND 12" O.C. FIELD END TYP. TOP & JACK TRUSS WA L BOTTOM ATTACHED SEE PLAN FOR W/ (2) 16-d TOENAILS ONNEC71ON 2x4 "T" ON TOP OF PANEL L / .- BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1OdX3" @ 4" O/C (2) 12d TOENAILS CMU WALL OR BEAM BELOW TRUSSES - 3 (SEE PLAN). SR01 I SECTION AT SHED ROOF 3/4"=1'-0" GE21 I SECTION @ DUTCH GABLE 1 3/4"=T-0' ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/.w OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR. CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN.1/2" COX (4 PLY) PLYWOOD, 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 ROOFTRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OFTHIS PROJECT, OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO�T,(jl� JQfT �l$"I FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRA p,1i�11�1B MiTYEb ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVf AT � 3'"- RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIF>FDlejj l-M TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, $ CO STRUCTTIONOR TRU SFABR CAT ON PRIOR TO ITHOIS IF tlIS mtIA THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REV E PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQU L S LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. r - / %%4: 0 LU eeeee4 �� f1 S) - ..I . N0 oE 0 Loki I``1,f, 810 i`a ." ➢ov �' F• L9pNp00 �� V�n�3i li LL ° q- ����� it W L41 zol LL a w gaz� Z�y�az3zo CC H 8 62�ti O ¢ O 6� 2 o UO J s"" $ a Y ti '6 YAYW.FDSENG.COM ❑ ❑ ❑ (a 0 Z C4 o Z M 0q� Z c Q Q J Ql h r W H 8 , /0 w o in c m E N E = o^� U a m Ogg 'DAMS HOM ES FLORIDA CONTRACTORS LICENSE N0. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Jobinformation: fG a '.. m O ILE FILE O I- .REFER TO ROOF .COPY. PLAN & ELEV'S, g z 0 c rI FOR O.H. DIST a b E W LO d N fn M E > r 07 A O N U m ° zpop m a C.M.U. OR ICF WALL ° METAL DRIP EDGE - O J W = 'C SEE TYP. WALL `", �--2 x SUB -FASCIA 0 J LO L� SECTION _ f--ALUM FASCIA vi ♦ Model Name/ Number: 2x BLOCKING NAILED, 1x2 MIN. P.T. FASTEN TO ���YYY TO TOP CHORD OF EVERY C.M.U. w/ 11/2" LONG OTHER TRUSS w/ 1%$0 T-NAILS @ 2'-0" O,C. (2)10d NAILS AS SHOWN g SECURE 1-CHANNEL @ 12" O.C. - CONT 2 x 4 NAILED TO Y° ♦ Plan Issue Date: Wednesday, June 3,2020 BLOCKING w/ (2) 12d CONTINUOUS SOFFIT $ KA PROJECT NUMBER: ©G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES Y 20-3004 SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE Sheet: Of: 6 TYPICAL SOFFIT SUPPORT DETAILEl ROOF PLAN B LINTEL CHARTw/ GRAVITY& UPLIFT LOADS FOR: 1780B GENERAL NOTES STANDARD LINTELS l L O TIE BEAM. SAFE APPLIED APPLIED 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID '"LINTEL • "1 SEEANFaRTOPaFwATELSHENTEI -INPD. SAFE UPLIFT LENGTH GRAVITY ;°LiRAVfTYII„QAD �•IIPCIFTLOAD BEAM COMPOSITE T (PRECAST LINTEL •SEE LINTEL SHEET FOR MARK LOAD '(#PLFj, LINTEL BEAM: ► SIZE OF LINTEL) ..„ LOAD (# P(.F� : (i% PL, . ' .(# PLF) 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING 1 COURSE LINTEL - - ABV PE BLACK W/ 1 # 5 NON-SHEARWALL SEGMENT 1 3'-6" 611$ - ,12 3524 50 8 F16 - 1 B / 1T . MASONRY OPENINGS. U.N.O. BAR & 3000 PSI ; . , ; • .- - GROUT, MIN. 25^ j�' ', • ° : • ,- •L, 2 4'-0" REC 5206 „ ,�, :;_ „„ 2362 50 _ 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LAP (ACI 530) I I ` ,' PRECAST LINTEL REG ORRECESS 3 4'-6" 6113 77 2707 474 8F 16 - 1 B / 1T INTELS T HAVE MIN. 8 BEARING EA. END TYPICAL SHEARWALL SEGMENT ,� _ „ r. r '•. 4. "LINTEL MINADEPTHS ARE CALLED OUT ON LINTEL PLAN. IF. CONTRACTOR INSTALLS A DEEPER 7••, 4 .. " 4' 6" REC 5206 " , ' •„ . i55''* . ;22-;2 k 95 _ 8RF14 1B / 1T LINTEL THAN INDICATED ON THE PLAN, DOING THISINCREASES THE STRENGTH OF THE LINTEL ALL SHEARWALL SEGMENTS ..°I• I •, - • •• „ TRANSOM OPENING ' , •,, �; 5'-],0' 4364 " i , . `20$4 SQ" AND IS APPROVED. WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT _ CONSIST OFA FILLED •.• = I "" 8F16 1B 1T FOR FOR APPROVAL. H / c CELL EACH END WITHOUT FRAME INALL •' ?;0 1625')"6 =_ < . ,"1 8F16 16 % 1r. . AN OPENING BETWEEN. : AROUND WINDOW �••••, tE : 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 1p BY BUILDER SEE . %,) ,1?� y4 -1D75; j : 5'D3 _ 32" FOR THE LOAD CONDITIONS. ANYtINTEL GREATER THAN 32" HAS A WFOI FOR MORE INFO II " SF16 16 % �.T; GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS, a FILLEDCELL :e i %`, 1 ,,jy0., i58 FILL BLK. CELLS WITH 3000 F.B.I. e GROUT ONE #5 0 LOCATIONS (2) 2X8 WOOD HEADER 9��¢°t ' ' • 1 '7i5, {{ , ""$(,'1S „ .�T • 1%%�1i1%%%iii SHOWN ON THE FOUNDATION TURNED SIDE WAY F.C. EA SIDE "Q 6 'S44 ✓, (mill: m CONIC. SLAB SEE PLAN AND FLOOR PLAN. SEE!, GENERAL N R FOUNDATION PLAN MIN. LAP 25'(ACI 530) " + . _II __ _---____-- -- ---------------------- FOR -_-__ APPRO VED NT E� E LINTEL Y MORE INFO •" _ CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE .. ATTACHED THE FIRST PLY 2XS TO l .-•_______ _____________i. O TOPOFSLAB .. MASONRY WALL W/SIMPSON:HUS2B .. ,: 1 1 , I. _®_________________ ______ _ ; ; c d HANGER IS EA. END USING (6) 3/16" i i I I F. PLIEDWITH _N DIA. X 1814" TAPCONS INTO MASONRY _ i i 1 1 R=REcessED MIN. (17 EQ'D ` •:�* & (4)10d X 11/2' NAILS INTO HEADER. ' ' DROIR / u =uN0u5D #6 REBAN Ar7/a2+ I THEN APPLY THE 2ND PLY TDTHE.IST 1 1 O 1 I O O O 1 1 CLEAR r CL x PLY W/10d STAGGERED W 6' O.C.RmnR earroM CL P 1 I 1 1 1 11( OFUNTELCA41TY - OPENING - TOP KNOCK OUT In COIJRSE LOCK - MS02 TYPICAL SHEAR WALL SECTION N.T.S. MS07 LINTELS AT ENTRY DOOR w/ TRANSOM N.T.S. O 1 8F161B/1T O Z � 11�� 1 an „ cRovr � ,ceeit/flPFl I 1 1 1 1 1 `NOMINAL 11I `QUANTITY OF re AS REHARAT o �aWIDTH o'� I 1 J gSREBARAT I I I I I I TOP BOTTOM CAVITY $ NOMINAL. o •` LINTEL CAVItt I I 11 11 HEIGHT BOTTOM REINFORCING I 1 I I I PROVIDED IN UNTEL c ♦^ • A f J , w^1` 7a 'Actual IVMIESI E s yJ ; L,, l`0 •� e 1 1 1 1 1 8'NOMINaL WIDTH TYPF DFCIECNATION SMPSON SP2'S TOP AND 1 I I I I (ERAI CONCRETE LINTEL m �-0T DDT. W/ 1210d NABS 2-2x4 SPF 1 1 1 c '"« Z �, OF 0 EACH STUD TOP PLATE i j � i , 1 o oA-.}n+• J P 4�r 1 MATFRAt3 f,FNFRA11N4TA1 ATON NYITFC> '• •,..• �O ! • 1 -., 1 ' ' 2. PC R¢atresaed llntds-6000 Psi. a a71 C e '•(+ �TO\tPt ,••6 • w 11 1Od OON PIATE 1 _ - _ _ - _ _ _ , a. maximum 2/>a *DA amtoi1w91umP. 4. Nerallatlon of llrRM must cwn l WM the exllAacW ml ei etruchael twinge. n ! V 6 V ' 11 "11 1 I 1 PrwdeNd mpterMadeM bed orM1a. I I , I 1 I I 1. Pc Recast Ilmas - 3500 pal. ! F - 1 2 Shore OIhW NM¢I9 es re ulre4 m !!! 1 .16.0.E AT I / i I mieme net arcs annDreaslve sn M1=SMM. ULintels ere rrmnufa and wnh S1/2 hang notplros a the ands to eaanmodele b. Concrete meson units (CMO)per A6TM C90 W/ e N & 11-1G0 TO COLUMN I ' y All lab cal ralareacholdrig ed LLg� wmcal tleRe Lion, except Ilntaa 17 41- Bid I 1 1 r B. Reber perA51M A8160rede 80. �' 6. All ls� aetmina KOM a B' meet R anined L/180. TYP. TE BEAM W/3000 P.S.I. 1 ' A - - 1 I Preanesarig nand pern A416 grade B. Baton. nod added rebar to be located et Me baton a the Intel c vv. CONIC. W 1 #5 REBAR CONT. L I , Z 2701aw relmmbon. et / ' O I 7/32 el. par ASTM A510. 7. 7/M" dlamote, wire ednups ere waded to the bottom steel M mechanical anehorega. B. Cast]"I'm aanRetam m mIted In compoet, ill h ieu a comme, U SIMPSON SP4 WAS) - TOO X 11/2 1 1 A. Mena,W ASTNI C270 type M R S. W P SP6 OR SPS FOR 2x8 AND 2x8 WALLS LISP LSTA30 . I SIMP50N A34 W/ (6)•ed 3 1/2 ' 1 I meecnry un h, W/ 22/10d NAILS NAILS @ TOP $ `.—/ , 1 B. Safe load rlMAge based an rathanal deslRr mslyab pe' ACT 319 and ACI 590 L 10. RR, Prod:mt Appmwi No. 15H1 _L OF HEADER eYedor aurleoealMela lnettlletlhexlerlor carcrao memnrywalle aheN have — — — _ — _ a ace�ng aetucco applied In a acrdence irlm A5TMC826 Dreher epprwed y 1 1 ]2 Untele Waded amukeneouay With verHIW(PhAty and uMM) and horixadal Tetanal) a1 DOUBLE 2x TOP PLATE 4u4 MIN. OR ZX4 NAIL 1 ng inalloequahan: TRANSOM SEE PLAN FOR HEADER 1 ' loetla aM1oudabe�Iceda Wacal letlN� ApRletl hRMR1[el load LU O COLUMN FA. 2X4 NAILE REFERENCE DETALL I W/IOd 0 B' O.C. , I See vertical lead seta hotiontal mol = m at STANDARD HOOKS SEE I'� - / OPENING REQUIRED ) I I SIMPSON MSTAM36 ! i ' -( " d ;' as g W MSOS FOR MORE INFO WFG2 IF RADRIS III i V £ e m Q TYP. FILLED CELL W/30DO I III MAYBEUSIDW/ , 1 ' O O;• �0;• •O;- �O ag N (e)1/4"X2 tH" TITEPS 0 m W/P.S.I. CONIC. TRANSOM OPENING ' aLo C1133 II( S1a10d NAILS I 'Orm W W/1 #5 REBAR VERT. 1 rYRi �+ ARCHED OR FLAT III P.T. SILL PLATE W/ 1 ' ' 10701070 1z -Jill INTERIOR BEARING WALL 2x4SPFAT I 2.2x4 SPF III Ys W'ANCHOR EMT ' ,. , 8RF606/ST SF60B/1T - - '-"O. W INTERIOR SHEARWALL I ' B m B e( r 16 O.0 SELL PLATE. III I 1 O O W EXTERIOR FRAME WALL — / — 1 1 ,O. .0, _ I( (IN $b BASE PLATE 1 1 A B � °28�(p �+'��9$ a 11 DOUBLE 2X4 W/ LISP 1 1 ;; O O O O8 wQ �¢,Y$ a yj W 4 48"0.M.U._ _ _ L! _ I I MP34 ®TOPBBOTTOM ; 8RF141B/1i 8F1&18/1T O• b O g-E c �'2X6 P-T. W/'i"X3"1 I 4 I t I I 1 C Dy a .,, nn2"x#2 SYP/$PF P.T. W/ 1N N O RY OR�10d 1 I I III i / ax w s 8 '� r B O mBd X 1/2 NAILS (e) 1 I i i O O SF2018 1TOO 0,O m g21Y w ,R "J" BOLTS OR NABS 0 6" O.C. IN 1 1 / BP241B/iT ; 8RF22-161T IL (3)1/2' X 6' EXPANSION WOOD. PRFAA57 RE(E55 , , 1 1 E O Q; O 8 ORS OR (6) 3" X 1/4" OPTIONAL FRAMINGTAPCON3 OR TO BE 2X4 SPF 1(8) 2 7/S" HILTI TIX-DNI UNLESS O7FiERWLSE ' 8F231B/1T11B2,z O NAILS SMPSON SP1 W/ NOTED. I i i O O 1°- a c WWW,W$DyG.COd ❑ ❑ ❑ B}SOd NAILS BDT , 1 1 BF321B/1T m ~ J 2x BASE PLATE SEE AND USP SPT24 W/ I O i i i O (O PLAN FOR MORE INFO 12-iOd NAILS 0 SILL I i I I ins Z O DOOR OPENING i i $ Z / G/SHEAR) WALL 0 ¢ o MS03 N.T.S. WFOS LINTELS AT ENTRY DOOR w/TRANSOM I MAS RY CONNECTIONDETAIL m #5 REINF. 20" MIN. LAP i i a n ,U I 1 I I C C��( TEA». E W 0 W O. BAR Nf, MRR#4 REINFORCING 1 RGV�G �" � *a R #4 I AP RPI I(:F , , I 1 `( "q d4 4a v m l 10" I 25'MIN. C 1 ; cc `�. '�'�Y% ui ONc0i, #5 STD- 90- HOOK #5 RDNFORCINGBAR i i . _ _ _ _ _ _ _ ��. LUCI G #51AP 8P1 ICE / B'.m SCALER"-V-O" 36"MIN. LAP 1 1 ____________________________i i B /'a ��'u �Vo I 1 EysIA.,S #6 REINFORCING BAR • GRADE 40 0.N.0, #B LAP SPLICE DAMS HOMES y0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.B. 4 3000 GULFBREEZE PARKWAY d GULFBREEZE, FLORIDA 32563 FILE COPY € DIVISION LOCATION: ATTACHMENT REQUIREMENTS O PORT ST. LUCIE —PRECAST "U"LINTEL w/3000PSI CONIC. GROUT SHALL FLUSH m Job Information: SEE TAPCONS SPACING # ROWS ' AT OPENINGS SEE GENERAL CONCRETE WTTH TOP OF WALL 2 x 4 1/4" X 2iA" 12" O.C. 1 ' ' LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT !� 2 x 8 1/4" X 2AA" 12" O.C. 2 i i 1 I ANCHORS 10' STD. 80 HOOK a 2 x 8 1/4" X 2A6" 12" O.C. 2 1 i i i (IYP.I—►) I HODK roro t..i� NOTE: TAPCONS TO BE 4" FROM ENDS ... O FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. _____ 2Q i i I 1 ASNTD. 80 DEGREE m J B REBAR ON BOTH SIDES Of OPENING U.N.O. GLF 3000 P.$.I. CONO,W 1#5 DI - 'In• TYP. BOND BEAM -_-__ _ ` ®_ 1 1 REBAR g a-i 1 1 , , 8" x 8' x Le" K.O. ,Q � C Uj ILL SOLID 'PRECAST 1--- - 1 O 1 1 to PROVIDE KNOCKOUT LINTEL BLOCK yN dlNTll BLOCK FOR FIRST flLL W/3000 PrS.I. O7 ' (z)2%P.T. ' FORM&GROUT SOLID O ' ' i COMPLETE OMU COURSE CDNC. W/1#5 DIA. � N (jd LY) > BUCHS W/ i WW/L(1) 5 BAR OW BILL & FFOR ALL REBAR a > N 1 , WINDOW OPENINOS B-S at J 2 1/2" O.S.B. 1 I` BETWEEN i ..a 1 I , ANDLARG INDICATES FILLED m �/ r /� }e" x B" x 18 .CELL FROM FITS. TO m Z ��I- < U W a CMU U.N.O. .BEAM WITH 1 #5 In ____-______ BAR MIN. Lo p FASTEN F7 ••.• _-, _____-- ___,. V ,w. 1 IA p Lp LI. ^------------------------------------------------'-__ __.- Y NAILER TO 1 O MASONRY [7 O J V � Model Name /Number: 1780 IF DOUBLE 2X NAILER IS USED, 8F12-1 B/T SEE OTHER. NOTE FOR SPACING NG MIN. LAP (ACI 530) 5 BAR CONT. REQUIRED Plan Issue Date: Wednesday, June 3, 2420 9 N MS11 2xBUCKDETAIL N.T.S. RM85 12" LINTEL DETAIL 3/ '=110" " ♦ KAPRaECTNU004 LINTEL PLAN SEE FOUNDATION SEE FOURATION PLAN Y 20-3004 PLAN FOR LOCATIONS n Sheet: Of: SCALE: 1/4" a; 1'-0" ti - ELEVATION °B° MS01 BLOCK WALL REINFORCEMENT N.rs:D LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) V?x5" EACH END SEE FLOOR PLAN WEDGEANCHOR FOR BEAM SPEC. 0 U C OVERHEAD SECTIONAL " DOOR TRACK W/ 3/8" X 6 U 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. Y O (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o q A 0 "J" BOLTS WASHERS SET IN " FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o ~ SECTIONAL 3 ® OVERHEAD , p " DOOR `CONT. P.T. #2 WOOD " • SYP 2" X 6" I o o ➢ TRIM �.�'•• .. �888888ri ii TO ,.• 2"x6" P.T. WOOD JAMBJay ,.v•• ` E �. GINS $i td0 DOOR AND CONNECTION PER GARAGE SLAB o I GARAGE DOOR MANUFACTURER O� TYP. GARAGE DOOR 3�'•,fAj r TRACK MOUNTING DETAIL N o re41YlGiG i.G`• C NOTE: DETAIL OD22 / 5-2 MAY BE SUSSITUTED FOR THIS 0 DETAIL- UNLESS NOTED OTHERWISE T' a x MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.Ts. CD21 ENTRY CMU COLUMN/BEAM N.Ts. a • ti c EE hh° 00 5 � 10 00 6" i ti 8t ix m YEH� Q°ei�N J J J N� ',�A` �tS, jS Oti cQim LL LL LL .0 BLOWN -IN R-30 INSULATION PER FBC o_ aw # O AND ENERGY FORM SUBMITTED WITH .R Z a w a 3 0 PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR °i ° Y� 8 „ 5 ¢ a ,y ^ ° a 0, 0 �. _T % W A w m of W m� TILE ROOF (PER ELEVATION) !1z. SEE PLAN I;�\ OVER APPROVED UNDERLAYMENT $ )!B v .. 2 o 0 \ PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING $ e vmw.wsEns cav, ❑ ❑ El TRUSSES 0 24 O.C. (SEE STRUCTURAL NOTES 1 _ FASTENED TO TRUSSES PER ROOF � W /� U o NAILING SCHEDULE) � z � � W 1 .TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR w s Z ro z m 1/2" DRYWALL �' • § a Ir FELT PAPER OR • ' ° ETAL DRIP EDGE TRUSS PLATE a z 3/4" P.T. NAILER • / 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP SOFFIT. SEE ARCH. 1/2" DRYWALL CORNERS min (3) 2x4 OR 44 w/ 2x4 POST UNDER EA 8 " PLANS °.� CURTAIN NAILER i 8 x 8 x 16 K.O. n 1 x 4 P.T. @WINDOWS ,I LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 v� w o c m 1 x 8 P.T. 0 S.G.D. N O.H. W/ (1) #5 DIA. REBAR & " 3000 PSI CONCRETE AND LATH WITH FINISH O.C. (TYP.) ALL SIDES i af0m I/1 SEE ELEV. 'U" (TYP.) FRAME FOR COR- ° ii�o U N E PRECASTLINTEL u OO �O° NERS FOR NON LOAD vi w 0 0 L? SEE SCHEDULE a v a v ° °r BEARING SIDES NAILED o — 5 ° 0 w/ 16d NAILS @ 8" O.C. f Oo i REVIEWED FOR 1/2" x 8" J-BOLTS (1) CENTERED EA. (TYP-)<I COURSE HIGH A.F.F. CODE COMPL,I, I `�a - 9 A CLAMS HOMES 1 n' SIDE w/2" WASHERS i CMU BASE FILLED w/ CONC W/ VERTICAL RENF ST. LUCIE C�.(104T a (TYP.) (4) w/ NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS. HOOKS INTO FTG & AT TOP p //++�•+ BO`" C ° FLORIDA CONTRACTORS LICENSE NO. CRC1330140 REBAR W/ 3000 PSI „ CONC. ALL LOCATIONS OF COLUMN PLAN AI -Al 3000 GULFBREEZE PARKWAY SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 u & FLOOR PLANS DIVISION LOCATION: w € PORT ST. LUCIE SIMPSON LSTA30 SEE FLOOR PLAN w/11-10d TO BEAM FOR BEAM SPEC. z V Job Information: v & TO FRAME BELOW " v " / 1 VINYL FRAMED WINDOW c `y WINDOW STOOL A W/SCREEN 1 a / PER SPECS h PRECAST CONC SILL 1 t�! FILE COPY PAPER BACKED FOIL R-4.1 u 0 O INSULATION AT CMU BLOCK WALL u c PER FBC AND ENERGY FORM i 1 �—.EXTERIOR FINISH - SUBMITTED WITH PERMIT ' (SEE ELEVATIONS) APPLICATION APPLICATION -Y a $ a LO 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" - '0 LIJ YO 0) Z45 .- V BASE NAILER EXTEND (ACT 530) ABOVE SIMPSON HETA20 E'' M SLAB. ALL LOCATIONS SHOWN WOOD BASE Al 1 Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO COLUMN ° u ri ON FOUNDATION PLAN , POST OR 4x4 POST w/ 2x4 UNDER m Z m 'a SEE FOUNDATION PLAN FOR EACH END OF BEAM I— se 1 STAB INFORMATION TOP of SLAB ' ' NOTE: 2 X 4 P.T. PLATELO J uj � O _ BOTTOM STRAPS MUST BE ` s ' N _I In U) U) INSTALLED ON INSIDE OF Model Name / Number: GRADE COLUMN, DO NOT BEND c 4' c?r ° STRAPS UNDER PLATE. r ''? ° v c °�" �a° 1780 PLACE STRAPS IN FILL . •, "'a SEE PLAN FOR iv ^' CELLS W/#5 REBAR (TYP.)4 COURSE HIGH CMU BASE .Y° Plan Issue Date: .RE -BAR QUANTITIES _ - ,•e,• ,;�;,�•'= FILLED w/ CONC - SEE PLAN FOR SIZE. TOP OF COLUMN BASE - Wednesday, June 3, 2020 SEE PLAN 2'-0" AFF KA PROJECT NUMBER: SEE FOUNDATION w PLAN v 20-3004 Y NOTE: DETAIL CD21 J S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T o Sheet: Of; WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-O" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S.° TYPICAL FRAMING DETAILS ( �...�.. i ti c U 0 N ¢ G N d y Y L O N E w 3 n v °i111lpryj ToCN cc. N PROVIDE 2x4 ON TO T lu ° y OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3 ice•.• s�pi� 71 TOP PLATE ATTACH W/ 3° Pl��• F lob: " O.C. (2) 12d NAILS O.C. OUBLE 2x4 `�$, ��Ai • • • r.'C i•• TOP PLATE AOA .S S 7 (} rid (SOLID BLOCK w/2x6) 2x4 STUD 4g MAN v PER PLAN' 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE 8 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 w TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE n SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD g (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN r TOP PLATE W Bd 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 E " * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF a $ N to � m TOP PLATE TRANSITION 12a NAILS @ 3" D.C. a g E s uI OD aN iE m PIPE OR DUCT w/ OUBLE 1211 € 00 �N m j PENETRATION THRU TOP SPLICE $ TOP PLATE w/ MORE 8 �_- Q q¢ °j W w 13 THAN PLATE c LLvw �5 a w w PLATE WIDTH INSTALL ROWS 12d 1O Is P ` 2 9 9 a $a 2 = @ 3" O.C. SIMPSONPSPN516Zgv Qy�° ij W/(12)16dNAILS TYP. 48`�A s5=8 TOP &BOTT. �• o a��m NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTiOM SPLICE r e e Z b " a a = Th TOP PLATE W/ (4) 15d TONAILS (2) ON EA. OVER STUD °d g � W o SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ �El 11 - (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO I°-S� WW'N.FDSENG.COM ❑ TOP PLATE W/ 8d 2 1 2" x 0.131 NAILS d w a 1,', `D * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 16 \/�'J /\j � N NOTE: a N Z ro o PLATE LENGTHS MUST BE LEAST 8'-0" LONG. TYPICAL ` Q o � 1�1�a11f n a x WF17 TOP PLATE SPLICE DETAIL 3/4" = 1',T � Z �Lt) U y 'c � 1J {� a E r �' v Vi/ O c m c�rr,, ua7n ro m N U E 1" +'h' 1S5 rear U In o m ,Q * CRIPPLES MAY/MAY NOT BE PRESENT. = a a 69 ACID N VERIFY HEADER ELEVATION 3 A DAMS NOMES (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED SOO ROWS OF STAGGERED S6d 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. 3-1/2") OR EQLAL (D = 0.162". L= 3-1/2") OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 2 (1 2) >4' BUT <9' (2) (3) (2) (2) HEADER ANCHOR 1O v NAILED TO TOP PLATES, RiEV1Ey��VW HEADER&JACK FLORIDA CONTRACTORS LICENSE NO CRC1330146 HEADER SIZE NO. & SIZE OF 3000 GULFBREEZE PARKWAY &GRADE RAFTER TIES v EACH END _ GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE OTFq- -6 PORT ST. LUCIE 1)tlACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE I/4"DIAL x51/2"LAG 2 . Job Information: OPPOSITE SI DES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. 2X CRIPPLES @ 16" O.C. SEE SCHEDULE v W/ SIMPSON SP2 TYP. '" N WF37 TYPICAL COLUMNS DETAILS N.T.S. TOP AND BOTTOM 2-ROWS 12d NAILS ron c STAGGERED @ —_ 12" O/C EACH ¢ * WHEN STUD LENGTH FACE OR 3-ROWS 15 LESS THAN 12" USE 12d NAILS STAGGERED crl LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 M STUD WRAPPED OVER OR GREATER HEADER c O FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES TOP PLATE & NAILED TO HEADER EACH SIDE 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FILL ALL HOLES IN DOUBLE 2 x #2 Y n 7 FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •• STRAP 8 y S.Y.P. HEADER W/ ¢ L LO ., 1/2" FLITCH PLATE .` 1 1 • N 10d NAILS @ HEADER. (U.N.O.) r N M •. 8" O/C TYP, E\J N FILLING AND BLOCKING AS o I c-I DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS m U m .0 LO TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS N Q _3 LU NOTED OTHERWISE o JmU)0 n F.F. N u VI N Model Name / umber: OVERHANG--A,:,'..:'.:,2 x 4 STUDS TYP. • • SIMPSON HTT4 W/ (18) V 1780 ••: • .•; ••.• 16d NAILS &AS/8" v Plan Issue Date: •• •• EXPANSION ANCHOR yVr • r � • r .••• r �, W/ 6" EMBEDMENT U.N.O. OR81/2" AT GARAGE fNfN dY1 Wednesday, June 3, 2020 6/8""TO C STEP DOWN m KA PROJECT NUMBER: - FOR OVERHANGS BETWEEN 1 1/2" * *HOLD DOWN CONNECTIONS NOT REQUIRED @BEARING P.T. BOT. PLATE v 20-3004 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT s T o Sheet: S-3 {/ Of: MSIS RETROFIT WALL OVERHANG DETAIL N.T.S. WFO9 WALL HEADER DETAIL N.T.S. o TYPICAL WALL DETAILS U - *DIAGONAL SPACED AT 20'-O" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 45° MINIMUM 2"x4" ` - ' CROSS BRACING ' (SEE PLAN FOR LOCATION `�gLOCKING m (3) 12d - PER JOINT ' CONTINUOUS LATERAL BRACING - w NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS `o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING _X-BRACING - 2x4 SPF OR SYP o w/ (3) 12d @ EACH TRUSS WEB w m 3 N a TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. x m m s PROVIDE 2X4 MIN. BLOCKING AT LINE OF HIP/RIDGE, TYP. ��y�c etTrTTFa TOGA CENTER 000va gL . BETWEEN TRUSSES W/ (2) 12D "' o"'�' e?.•• N S' ••: 'i NAILS EACH END TO TRUSS TOP �o ,,OJ. •' ♦ fi Q CHORD c g7'354 �•. 0 N m 1: A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING s 3 - m % "• ' ATE O 7.' S WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP F�T O R \. A _ _ TRUCTURAL PACE O •' '•' G.T. SHEATHING +em ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 maLLTTT'' -moo TOP CHORD WHEN REQ'D NAIL TO TOP CHORD y TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ o 3 SPAN FROM EXCEEDING TRUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) m'. m s (2) 12D NAILS ROOF AT 12" O.C. MAX MINIMUM (3) 12d PER JOINT MINIMUM 2'1 SPF OR ro N m SHEATHING SEE *SPACED AT 10'-0" MAX SYP TRUSS BRACING � PLAN g m ��pp 04 ` N 1 @ k D IA rij 2X4 BLOCKING) O M N, BETWEEN TRUSSES HIP TRUSS _ R 70 �'�.T2 mg Iu N�wS a SECT. AA -p C 8 ¢� W F LL"O ��aPHa2 wx Y' cl o TB03 HIP RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL TYP N.T.S. dgs Y Q% ' w �s g W l-B ¢ m o WN m m LL 00 p0 N g �S r $� ° El El m NhWJ.IiISENG.COM m � M 2!ON p TRUSS NOTES: m Z M TJ Z ¢ 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND a m 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 OFSHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANYLn CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREATHEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL m Lu ��/ Z' y ` LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. a� E 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. — m 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. SUPPORTS WHERETRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 'o w o Dou m tom, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING o Lin `S7�Fj SEE TYP TRUSS BLOCKING DETAILS SHEATHING w O N I� °) 4 3 T04TRUSS x4 AS SHOWN ALTERNATE woo N TRUSS SPACES DIRECTION o C LL RUS DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE v W/ (4) 12d TOP & BOTTOM OR H5 TRUSS (2)-1 NAILS HCLR/LL IN PLACE OF (4) SOD SECTION TO E TRUSS or p REQUIRED @ RAFTERS GREATER THAN 8'O" B-B g FLORIDA CONTRACTORS LICENSE N0. CRC1330146 • REVIEWED FO���gYg�•w m 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS �L� CODECOMP GULFBREEZE, FLORIDA32563 PRE-ENG.TRUSS PLATE SECTION B-B TOP PLATE II DIVISION LOCATION: 2x STUD WALL 2x STUD W ROOF ST. LUCIE OOL F SLOPE / PORT ST. LUCIE IBA: DOW- FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2x6 #2 \ / \ \ 2X4 SPF BLOCKING 0- Job Information: (4)12d WHEN N LANDS SPF 48" G.C. W/ (4)12d fN NEXT TO PREG. TRUSS \ \ BETWEEN TRUSSES \ 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HIIN PLACE OF (4) 12d REQUIRED @ RAFTERS GREATER REQUIRED w/ (2) MIREQUIRED \ B 8'0' \ \ 2X4 SPF BRACE / m @ 48" O.C. - NAIL w/(4) / \ ry c rd \ 12d AT EACH END & M ERY SHEATHIN RAFTTER d \\ \\ ALTERNATE DIRECTION O 2X4 BLOCKING BETWEEN OB BEVEL CUTS \ IL TRUSSES W/ (2) 12d NAILS @ EACH END. CONT. EACH BAY (OPTIONAL) n SPF W/ (O.C. / ALTERNATING DB B WOOD SCREW EACH TRUSS TRUSSES / / / / SEE PLAN FILE FIL-- COP�rUj O) BLOCKING OR HS 0482X4 / / YO rn M PRE-ENG. TRUSS \ E \ CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / ✓�+ m m /� U > >— J N SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / /�T•� U W UJ d B 2X4 P.T. BLOCKING BETWEEN (USP MP4) @ _ � O W p LO TRUSSES W/ (2)-12d NAILS @ DIAGONAL WOOD- 2X8 42 SYP RIDGE BEAM AT 8 -0 2'-0" ON CENTER \ \ / / O M ' �Y ' ^ LL J co v / v' EACH END TRUSS MAX 2x6 RAFTERS @ 2'-O"O.C. \ ^ / 2X4 SPF BLOCKING BETWEEN TRUSSES ui MAX. W/(3)12d COMMON K V @ 24" O.C. MAX.w Model Name/Number: WALL BELOW TOENAILS R RIDGE BEAM 2x4 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) \ / \ (3)12d EA. END (TYP.) / \ 4 FT @ 2'-0" O.C. MAX W / (3) lOD CONC. MASONRY SEE PLAN 1780 COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD N Plan Issue Date: T & B CHORD BEARING SUPPORTVI TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Wednesday, June 3, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING 20-3004 INFORMATION m m 4 S. S.Y.P.x4 T Sheet: w Of. @ O.C. N T111306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING II AND BRACING DETAILS a f 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 Thermarough opening dimensions. Use only a maximum of 1/4" thick shims.-Tru 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 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3^ 00 3" 3" 3nn 3" 3„ III III f I " i 3 3„ i T66 „ DOUBLE DOOR W/ SIDELITES 2A IE g t" 6" WACE :VENLY ' 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. 09 Z 1 -II -11 41 0 o d vl O z TOP OF SLAB 16" MIN. DIAMETER CONCRETE FOOTING 14 ��t N.T.S. 5" SPACE EVENLY m P� � OaDY` a 7" e1OUee 36. 9" W a" SGAWNi L. NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. B PER SHINGLE. 91peTyoc v1� A'�4aP 9a`0"olse AtT'C,as- 3td Gou na Coors" / F. 7 d 1¢CWgs 1S sod, or about 3/4^ no and cdce is used. valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEA LAM APFDED ALL LEVEL VALLEY TEXTURED, PANTED BEHIND FLASHINe LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL BASHING CONE. AT KNEEWALL T EN PLASTER sr SEALANT ROOTSHINGLES FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED snl G AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF Wow, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS ' 1/2" DRYWALL FLAT HD- "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 161, 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 ZX WO(IFRAME BY OTHERS SHEAT'HIIJ6 BY OTHERS CAULK BETWEEN FIN &SHEATHLi49 PERTMETEft CAULK BY OTHERS O.A. VnNW HEYSHT EXTERIOR POf MWI Nll.•�-yl�. .1: as:awr�aa.A IJ� tNI T�RiC�R' TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/44 MAX, SHIM SPACE Ems" DERLAYYENT, THERE WIDTH OF ROOF CEM Ftatlmum Fastener Spacing (Jambs, Had and Sill) •To Stews Meaning - Fit- Bder'iu Food Vkw YairIQ7Ya of Wall'Framfmi #2 Son.11N.114, ors Sllleone #loxl-1/2" — Stew Minimum penetration 1.3/8' Cross Section View EQerior Stieteing v:. t n c,u r or41'15[ "IIXj Your me Dump, 4 aG May De p4CIP4 Wk 10,InSpeOI-11, W,It please re3 k C)PUYN; I. p t act from Pc,e.tMes aW o er u3maga u.V or,'stmrnoD I: 0'n pMsrt Step I Mature to be sure the opening is 3/8" to 1/T larger than the window sift both Rishcaly and hortfonlally. ' You may wish M predrill Me Installation holes in the fen at this time. ftepard irie prepumlIed ho'esIn Me quwfNhg fry as OW am not Sep 2 Apply a generous bead Of spare b+the baftile A the mounting fin, Use enough silicone M su fitloalYfill all wilds between the fin and the wal sheathing. ft 3 Iraerttte whdm kno dre opmhg Van the outside. The window is labeled ImW and "oa4de", but f ftm labels ham been removed, the glaring bead staid always he to the In" of the building. Step 4 Install shims under the sill, adjusting them urrbl the Paolo is plumb In the opening, Share #*A be it staved under the Of every 2 feet. The window should be pascallf cantered In the opening with no more than 114'jap between the window and wall he Step 3 Install a#10x 1-12"soew 4" from the comer of the fin M each and of the head, SIN and both jai Sep 6 Install tine ramming fasters in 8" increments from the corner soewe to the Pinthr of each bane member. Use rare net M diffiten the somas and pull them through the fm. Also, make sure the screws go in straight and do not muse the forme to bow. Wal fanning should be a minimum d #2SpruWPlneJFir. Fasteners should be #10 screws of sulfideM hingthl is, amiwe I-3/6" penetration hob Me was and no less then112" from edge of framing. Fastener auantides needed In eadr side of frame to ache m w wadrm Sep 8 If desired, a foam insulation Per, be applied to the interior gap between the window and wall framing. If applied, Mis mmibe the _ PION EXPANDIN6 WFFOAM, Step 9 Sinm these windows are towlly used In Proms with high mo t m, Is; bathrooms, it is reot,mended Out the Interior gap between the windon, and well homing also be sealed we silicone and Molter m as not to Interfere v th the Institution of wallboard, Ole or tnm. Step 10 One all construction Is complete, remwe the bubble wrap from the Inside and outside of the whdew. If necessary, dean the ti with a nuld detergent and warm water usirm a soft doai. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE, 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice DADS COUNTY APP. IKO Industrues, Ltd Cambric a AR g NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE- FL7006,1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS- " Florlda Metal FLAMCO FASTEN WITH 11 GAUGE GALVINiZED RING SHANK ROOFING NAIL, Products Inc. "Off -ride vent" " FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R8 RODUCTS C #30 S ALTSATU ATED 0 IC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choice Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA.x 8""1" BOLTS FL16546.1 2nd Choice 1 +30.0/-32.0 CLOPAY 73W6 8 x 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRUCORP- FI OR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECT �+ O4¢ 19- AND AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SH VIE' 2nd Choice +67.0/-67.0 THERMA TRUCORP. FLUSH FIBERGLASS DOOR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS M 0 4 1p. TOP & BOTTOM OF INTERSECTIONS AND E. C M PLIf'mI"` THEREAFTER.. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/-146.3 The Tapeo Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING -'2'0403.17 Shakes NAILS I%" LONG WITH 1/8" DIA, SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 2nd N.A. NA. N A ChoiceSHALL BE BEYOND WALL DRESSING Windows: Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS THIS PAGE) FOR UNIT INSTALLATION USE 3/16- TAPCON ANCHOR WITH MIN. 16" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT OESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OR INSTAENT LLATION THROUGHID2X BUCK USE #8 WOOD SCR ODOR BUCK. FIL 17676.1 FEB1st +40/-50 MI WINDOWS OJT SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE lsfi" INCH MINIMUM EMBEDMENT!" FL18644.3 R3 IN WOOD SUBSTRATE. Mullions- " 1st Choice M-1926 MI WINDOWS Vertical I FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A ILIA Horizontal FL 15804.2 IM-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM MuflionEDGE DISTANCE Fixed Glass" • 1st Choice +50.0/-50.0 US BLOC 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. VA" 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 ADED 8" BEFFITVINYI 1 1/2" NAILS 10" O.C. IN RFr I ION OF SOFFIT LENGTH FL16503.4 R$ Hurricane Panels: 24" HURRICANE STORM DIRECT MOUNT. TOP ik"-20 MALE PANELMATE W 46 PSF EXT/ Galvanized Ga. / FL16293.1 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Stonn WINGNUTS AT 12 h" O.C. BOTTOM t/a"-20 SIDEWALK Panels BOLT W/ POWERS CAI I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 $� a www.I�sFwa.doMW 10 am�o�JLL aNJ�IL apQJ�� 1xoN9.2 U aiy 0%Rm° 8mz 1 Ig�- ,i� �w�LLri 13a32 �RaM 3to t m O ZE4RIS a a a Z1g. E$ W r°SA„ ❑❑❑] ! Z N 0 Z9 3 Q � J O ILL.CL z V / 0 CL 1 W�_ DI i ru w H o E \V0 —W 0 w "� � cam U N N E w OO H-s„8 s UNo0 U* ¢mo$o 0 DAMS HOMES h FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: o / O 11 zLO w 0) N « V / ro N in m o � 3 °p ' mJ N i4 OJLLI� LO LE E Model Name / Number: 1780 Plan Issue Date: Wednesday, June 3, 2020 KA PROJECT NUMBER: 20-3004 Sheet: Of; S-5 MATERIAL REFERENCE INFO (PSL) _ FOLD UP WEATHER _ MECHANICALLY FASTEN AS H RESISTIVE BARRIER & NECESSARY IN CORNERS THROUGH WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS WEATHER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior well envelope. The exterior P RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703A. A water-reslstive barrier Is described as a BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior TAPE CrEXTERIOR SELF -ADHERED FLASHING 3W4 I"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 insulation, for Including OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, or aesthetics, but not limited to, Veneers, siding, exterior insulation and finish systems, µs9eu"�;"wixoowl WALL BY 6IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING / SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as comices, soffits, and fascias. 11 R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WE RESISITIVE SELF-ADHERED FLASHING /� EXTERIOR / CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL TOPS of JOISTS f( ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 man). Where joints occur, felt shall be lapped not less than 6 inches (152 Iran). 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 (SEE DETAIL WP07) SUSFLOOR 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 EATIO HD FLASHING TIE-IN INSTRUXNS: Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather - RIM JOIST Grade D paper. The individual layers shall be Installed Independently such that each layer provides a separate resistive barrier above header to allow for fleshing installation Refer 10 the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703.4) Intended to drain to the water -resistive 2. Self-adheredflashing plus head flashing underweather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier crack over head flashing and seal with tape O 2 o 'I 2 PAPER 2 O 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water-reaistive 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 at 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 PC Nrs SELF -ADHERED FLASHING FLANGED WINDOW W PO 1 SELF -ADHERED FLASHING W P O2 SELF -ADHERED FLASHING scoring cuts water Into the wall cavil or y penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILLI POTSHELFI CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. EXTERIOR SHEATHING RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 71A. The flashing shall extend to the RUBBERIZED surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed st the following locations: EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 1, Exterior window and door openings. p ngs. Flashing at exterior window and door openings shall extend to the surface of the UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight t0 Comer exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WI Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be installed in accordance with one or more of the following: COMPATIBILITY , RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed In the SELF -ADHERED SELF -ADHERED FLASHING, �'e I6EFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" RELEASE SNEA�sT EwwjsE flashing instructions or details are not provided, g p ,pen 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 flashing shall s ' � MECHANICALLY FASTEN AS incorporate flashing or protection at the hoed and sides. SECTION -A NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the fleshing design or method of a registered design professional. (SEE DETAIL WP02) 1.3. In accordance with other approved methods. - SELF -ADHERED FLASHING O /�-� \ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WOMA 300 or FMA/AAMA/WDMA 400. v 2 2 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 DETAIL WP07) 1 2 6 4. Continuously above all projecting wood trim. FLANGE (SEE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING IWPO4 SELF -ADHERED FLASHING DOOR WITH DECK IWPO5SELF-ADHERED FLASHING (� W PO HALF ROUND WINDOW EXTERIOR V z At bullt4n gutters. SELF FLASHING � I III � ` -ADHERED DECK PROTECTOR SHEATHING " ,c 7/8" Cement Paster , Cement Plaster in accordance with in/ accordance with -- ASTMC926 ASTMC926 --- ----- SELF -ADHERED FLASHING PATCH- u� T Felt metal It backed meta l lathe in accordance a in accordance lathe c e SELF -ADHERED FLASHING N with ASTMC1063 with ASTMC1063 DECK PROTECTOR _ - � �;.; . Building Paper Building Paper 7/16" O.S.B. 7/16" O.S.B. / sheathing %. sheathing DOUBLE u + SINGLE JOIST i Metal - Keep top edge JOIST SELF -ADHERED FLASHING Flashing '' weep screed SELF -ADHERED FLASHING 2f below top of 2 3 1/7' block 3" MIN -r Unperforated 4 Flange 7/8" Vulcum O5 Weep Screed cauk joint only bottom Maintain Metal Flashing SELF -ADHERED FLASHING \HO.8362x;DECK JOIST W P07 SELF -ADHERED FLASHING OUTSIDE CORNER W P 08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE Bottom of Weep Screed Unperforated Flange 2" Weep Screed INSTALLATION OF THE BUCK/RECEPTOR. Above ROOF Sheathing 1 /2" Cementitious Decorative Finish o. �J6 ••o. M�fiWY•i®I EXTERIOR IA" i' °' C WINDOW UNIT Flee r CEMT. FIN. Cement Plaster tU BUILDING PAPER SLOPE 0.3 in : 12 5 SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) with ASTMC926 in accordancebcaulked over wood 2nd floor 6" jomts need to using ° o Vulcum caulk for all 30 SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING P 1 JpjsEEhCoPY WIRE LATH r' Block 2 10 Perforated '°0• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement Screed Plaster over block EXTERIOR ' 1atfloor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor - OPTIONAL DETAIL $ 3 O Note: The building paper and metal lath must be installed over the top of i� WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 1 O SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL W P 11 SELF -ADHERED FLASHING W P 1 2 U SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH PARAPET WALL the weep screed. �e Q EN• i � i G) ; \G �0 B * : wLU =_*i : o• SSpTG 0 : 2J 3St0t4P; `v% V.t O 221g1 s €"F = FPip N M M N m $s(I�Ne�m ii ii ri Eg ML'BQ¢=omn s"w D- oif Z..8,2 NR i (V O 3 Z OQ � F �+ of DO pm] @43�${{{a A� Zm i ZN4�A S E S 88�y'4 U In 5 O "' ffiAy oS., 2 gl 7 U F J ❑ ❑©❑ NM^N.RDSENGcOM Z co m0 N �I z Q � J � V I z NO �1 o E w k/) /c a m n YrC3 cn «�lut9--IIJJ () N E i C Q mom I. Q,m I; A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: O z �L0 W a kn m z ai QJLLIZ v o JmVi(n 0LL ♦ I Model Name / Number: 1780 ♦ Plan Issue Date: Wednesday, June 3, 2020 ♦ KA PROJECT NUMBER: 20-3004 Sheet: W P Of: WATER PROOF DETAILS 5" bath duct to roof cap w/70 cfm fan 25SR 25 SN --.-----.--------------- -. _ - / e_ _ BEDF<CiEOPJ€ � � i {p�,p�y� 1Dx6 1WCd + VAU; TEa CEILING ^y S°-ate f:"EILIN'6 9d�l.J. 60 ,� 6 ra Y 10' FLAT .0 ! ::. 12x6 1wcd R/SH 7 150 f ,, � 8'S1° CE!13NC 8x4 1wcd _ 1 / 25 „ - -- - R ..N g 16x16 rag � I--- 2868 sSFi_b ! I 1 Ox10 rag ; � 4 ' I I 16bc116 PEDO r 185 o VAULTE',a MILING 14x8 1 wcd 8 1 Ox6 1 wcd Tit LD 41T t l ! 1 60 JII,G -- i i is a• -�� /' A l i= ! 6" e F1A,TF Ay 8",P CEILIAS_- / " 4 Sx 5 o - - 5bath duct „ ! 18x18 f r g I "r ! : 2M o roof cap 10x10 rag ;$ W/70 -cfm fan r�ii>I : — 10x6 lwcd !h;N 8x4 1 yvcd 0 vLr1EY U l! Q�W ! = ; - LOCATION42X42 A C SLAB EE i� sAul Tra CFI: ING W eUtLi5Or3R / E i I DBL. SINK -4,1 I� '0:?• FIAT 1 - �J' I :: f BY BLDR MIN I YAlO EIS `�1 i 2' FROM WALL ! I '"0 ,V 1a4"aEILL i i U THRU i-- i �„ $, 12x6 1 wcd .h 180 r�Ic l �. ' .. _,.,- : � Im 0 W lLU LU _ - - � .............. REVIEWED Fuo - 7" - - - - - T _------__-__- CODE COMP 1AIVI� PULL WN S•TAIR$ ! ! 155 LOCATE IN 9O 4 dryer ' yer duct -- ST. LUCIE COUNTY TEI 11 to roof capBOCC �2x6 1wcd - w/dryer vent box i i / . vwLTEo aulac — W TO 10, RAT MRAaE W J___ ____________ I ll l GT.+E ELEV ONLY) •v _ __ __ _ -_� -- 1—.30 � — —— ---- 0 Rtss W s6 sR I ENTRY 1Uj i " G Cs a, o FILE ® Q s. ou ?' GARAGE naaR m°'°' 3J.P 0 O J l 18'x?'GRRAGE i3CGR NOTE TO BUILDER: PROVIDE UNRESTRICTED Q � m Z � MUST �,--���N—�°�--JVe�_'--.----- 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS ------ - 0_ Transfer ducts/grills sized in compliance 1780 _ W \0 m with Florida Residential Building Code—M1602.4' balanced return air. ARECALCULATIONS < ` &3F LL® • 7L 1-3 �w_:urs:s.zo2cEXCEPTIONS Z• Q W 1st F3 4aR 178a S.F. c KA PROJECT NUMBER: < 20"300 7 FL L `s 9 A INI < L_ TC.TAL LIVING W.) A7RC S... SCAMi/'-°-1'0" W ^^— —1 �V/ 591 &F Srw: Of: C_F%pTIpN a o COVERED ENTRY(W--.Ei 3t39-F- cavER6J]PNnafftMal =7&F. � ����� �� R a t i n g TaTAL N[A UNDERROOr "2625 S.F. 8 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.