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HomeMy WebLinkAboutBuilding plansTERMITE SPECIFICATIONS: TRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND. PESTICIDES APPLIED TO WOOD,OR OTHER APPROVED METHODS OF TERMITE PRO TECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION SEE SECTION 202 REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRES IVE 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 ENTRAI MENi, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS E DS OF. ALL TOP BARS OF BEAMS. " A 2 5" LAP PROVIDED EACH WAY. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" A OUNDICORNERS OR CORNER BARS WITH 2 3" N POSED TO EARTH OR i 3 2" TO FORM U.N.O. 4. CONCRETE COVER MIN. WHEN EX �. / 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHA-L BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED B TEMP RARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO: OTIN G REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. F CONTRACTORS WISH TO USE A DIFFERENT G ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. I C R SIMPSON EPDXY-TIEANCHOR� Z HIGH STRENGTH IMP ON SET EPDXY, THEY MUST FIRST CONTACT THE ENGINEER F RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RAD�N GAS PREVALENT AREAS, APPENDIX "F- OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4,1 CONCRETE STRENGTH I IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. EXTERIOR COVERING MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL NEIGHT , GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH A 1900 PSI (Ym = NFO PSI ) TYPE CONFORMING TO 2. MORTAR SHALL BEALL PROVISIONS OF THIS CODE. H A MAXIMUM 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS CONFORM OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. EXTERIOR WALL LATH ATTACHEMENT E 4.. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS ExpANDED METAL OR 5. GRADE 40 U.N.O.. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 1112" LONG, 11 GAGE NAILS HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLANED IN'THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF_ 2017 FRC R703.7.1). GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER '.. 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPAC NG SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WADS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POUR PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. R703.7.3 WATER -RESISTIVE BARRIERS. WOOD CONSTRUCTION 0 IS TO BE APPLIED OVER, WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN 04 DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2.. 2.. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS SYNTHETIC HOUSE WRAP. 3- ANY WOOD FRAME INTERIOR BEARING WALL STUDSITHAT HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER" IN DIA: FOR PLUMBI G LINES, ETC. SHALL BE. REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. R703.4 FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROVED CORROSION•RESISTANTFLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST. CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH RTH OR CONCRETE TO BE PRESSURE TREATED. • EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTr CT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING,G MINiVALUES U.N.O. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fb = 240C PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 IAYUP 1.7E Fb=2400 PSI MIN. CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR. WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: • AT WALL AND ROOF INTERSECTIONS ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSS • AT BUILT-IN GUTTERS, 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 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE-ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECORELY',FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -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 WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE, AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. U PER U PLATE INSTITUTE TPI LATEST EDITION. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES THE TRUSS LA 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. MASTER REVISIONS DATE I DESCRIPTION CODE CRITERIA FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL 0 FIRE PREVENTION CODE 6TH EDITION 2017 FLORIDA 1 E ( ) 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 31&14). SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CO MANUAL UAL 2015 EDITION N N APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL-2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR WOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" */ 0 r SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF)_ ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD OIL7 7 15 25 BOTTOM CHORD LL* 0 0 O 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 (NON -CONCURRENT) 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: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DIL 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 60 (PSF) STACK ROOMS 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 O 50 (+) 24.8 (+) 24.8 O I (-) 27.1 (-) 31.1 Q YYY (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 24.3 (+) 23.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 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 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MA BE S B6TITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL REASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Dell er E Ineer listed in the tltleblock of these gn / ng ADHESIVE BINDER FOLLOWING ALL MANUFACTURER"S REC MMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear Information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETEIR HOL 6" DEEP AT THE LOCATION OF THE OMITTED REPAIR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED: prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY 'TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: anyplan errors, the Designer Engineer interpetations to DURING BOND BEAM POUR. iprior undetected afor nd / 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) TO FOOTING). #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCT ON MAYBE SUBSTITUTED WITH (i) SIMPSON MTSM16 TWIST STRAP W/ (4) i/a"x 2'A" TfTENS TO ON NT V AN ET SA K OF WO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING R, JOBSITE SAFETY, D VENTILATION OE F THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFLESS THAN 860 LEIS (USE (2) WSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered N HG MISSED CONTRACTOR TO INSTALL (2) SIMPSON AA 10 4 1 4" x 11 2" SDS SCREWS AND 5 1 4" x 2 1 4" TITENS ONE EACH SIDE OF TRUSS.for M / O /. / O / /ursement 1'I1I'I TLIMITATION,THE RESIDENCE CONSTRUCTIO N SITE MATERIALS ORE EQUIPMENT, FROM MOISTURE MOLD FUNGUS FIRE THEFT VANDALISM TRESPASS OR ANY OTHER TO PROTECT WITHOUT Q PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORECONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER reimbursement I ner E neer without advanced by the Des g / ngi NO MORE THAN W STRAPS MAY BE SUBSTITUTED ((R 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. notification and approval by the Designer/Engineer. Payments will be made In accordance to the terms of the agreement. MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MIS 16d x 2-1/2" NAILS AND 5/8"ANCHOR BOLT SET I FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HT75w/ (26) DN HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Drthwest Florida® 63000 GULFBREEZE PARKWAY CaUL: R EZE, FLRI 1A ;- ' 5 226� 2CFL [",a V 5 .felt 0fo?I# CODE COMPLIANCE ST. LUCIE COUNTY BOCC ;;�'�e/ FILE COPY ad®`tsetrr r s✓/ a � •V 911 d J uJ LU E LU g'8 0to W N�� g�d wgF F N go �g U8 W ti Sr3d� mr7im'"15 wa LLg€ B=ill ?� a '7512 3 Z 4q.. Zx O ma�g W m m m s- �NLL m� ¢ o- pR E'S K: 0 y( c* m' a w .W ENG.COM ❑ ❑ ❑ z - 0 8 Z N p AVW a z LO jjjjr • ij'I VS m � DU Qw � U -N E - 5 y = m d m 11- FLORIDA CONTRACTORS LICENSE NO. CPC1330146I 3000 GULFBREEZE PARKWAY GULFBREEZEFLORIDA32563 FL0 PORT ST. LUCIE IVI Tab Information: 0 H w = >Y N � c L co Q o aa) oo L2 J 00 (j) U) Model Name / Number: 2265 1 Plan Issue Date: Thursday, September 3, 2020 KA PROJECT NUMBER: 20-6270 Sheet: w Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(p10 BW1 IS" (2)16d TOENAILS (2) led TOENAILS SPF NO UPLIFT BW2 SP2 W/ (6H10d SP1 W/ (8)10d F 402 18" STUD, (0) 10d PLATE STUD, (4)10d PLATE BW3 16" (2) SP2 W/ (6)1W (2) SP1 W/ (a) SOd spr 803 STUD 8 16d PLATE STUD, 4 1Gd PLATE rvo BW4 18" (2) led TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6F10d SP1 W/ (BHiod 18• STUD 8 10d PLATE STUD 4 SOd PLATE SYP 439 BWB (2) SP2 W/ (6) SOd SP1 W/ (8)-10d SYP 078 16" STUD B 10d PLATE STUD 4 SOd PLATE BW7 12" 2)18d TOENAILS 2)16d TOENAILS SPF NO UPIJFT SP2 W/ (e)•10d SP3 W/ (6}lOd BW8 12" STUD, (6) 10d PLATE STUD, 4 SOd PLATE SPF 535 (2) SP2 W/ (6)10d SR1 W/ (6}10d BW9 12' STUD, (6) 10d PLATE STUD, (4) iOd PLATE SPF 1070 5W10 12• (2)16d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (BYLOd SPi W/ (B-10d BW11 12" STUD, a 10d PLATE STUD, (4) 10d PLATE SYP 585 (2) SP2 W/ (6)10d SP1 W/ E6 10d BW12 12" SAID, (6)10d PLATE STUD, (4)10d PLATE SYP 1 1170 BW13 NOT USED OUBLE 2. TOP PLATE TOP OF. WALL SEE PLAN 4 MASONRY WALL OR ICE WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR a ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. ` IF HEADER IS WITHIN WALL INDICATED ABOVE WITH. --SEE MS03/S1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BEIGNORED. CONNECTION INFO 2x MIO-SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS ® TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE. ABOVE F F. SEE FOUNDATION -." 4 PLAN FOR MORE 2x P.T. W/ 1/2 A.B 40 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. - T/16' 088 PLYW'D W/ SAME EMBEDMENT W/Sd NAILS AT 4"dc SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2rA STUDS USED UNO. O SYP #1 OR SPF 02 UNO ON PLAN. AL BE 2. L STRUCTURAL W INSTALLED 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED CONNECTIONS 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'BW" IS INDICATED ON SECOND FLOOR OASE CONNECTION TO IGNORED. SEE WF06/S3A OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF 'SW" IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. . 7/16. OSS PLYWOOD W/ Sd NAILS AT 4" O.C. IN RELDAND EDGETO (1) SIDE OF WALL 7. ALL 2X EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 0 ESE WALLS ARE ONLY S. IFTHEBEARING WALL IS INDICATED WITHTHE DWI,BW4, BWI 7H THE TOE NAILED TO THE SUPPORTING THE BOOR LOAD AND HOT HAVE UPLIFT. THE TA NAILS PLATE AND THE 2x PLATE CAN BE ATTACHED WITHTIN HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR SOLI ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE SNDINTO THE PLATE TO ACHIEVE THE TABLE LOAD. 1Od= 0:148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3)2x4#2 SPF (4)-S6d TOENAILS 0 C2 2 x 4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 11✓2" 2145 (3) SDS SCREWS C3 (3) 2 x4 SYP #1 OR- (4) - led TOENAILS 0 Q (4) 2 x 4 SPF #2, DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4' X 11/2'. 2145 SDS SCREWS C57 FCU 4 x 4 P.T.02 ABU44 W/ 6/8" ATR** = 2200 SYP POST & (12) - 18d NAILS x 6 P.T. #2 ABU66 W/ 5/8- ATR** G- 12000 Q6 SYP POST & (12) -16d NAILS U - 2300 8 x 8 P.T. #2 ABU88 W/ (2)- 5/8" ATR*- G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E R1=2400 PSI HDU&SCS2.5 W/ (14)1/4' x 21/2" SDS WE & 5/W EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** x 5.25 P.L. HDU5SDS2.5 W/ 41411/4" x Q3.5 1.8E W=2400 PSI 21/2" SDS WS & $/8' EXOPY 5645 OLMANIZED IF EXT. ANCHOR. OR ATR** C10 3.5 x 7 P.L. 1.8E Ft-2400 PSI HDU8SDS2S W/ (20) 1/4" x 21/2" SOS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.( ANCHOR OR ATR**+ c 1 5.25 x 5.25 P.L. 1.6E Fb-2400 PSI HOU&SDS2.5 W/ (20)1/4' x 21/2' 50S WS & 7/8' EPDXY T870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8,SD52.5 W/ (20) 1/4" x C12 1.8E Fb-24DO PSI 21/2" SDS W8 & 7/8" EPDXY 7670 wOLMANIZED IF EXT.) ANCHOR OR AIR... GENERAL COLUMN NOTES 2. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WI07H 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 6" EMBEDMENT FOR 5/8" ATR e" EMBEDMENT FOR 7/8" ATR S. IF (C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN POP ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON w. GUN APPLICATION. NAIL DIA: LENGTH NAIL SPACING 8d OA31" X 2 14" 0131' X 21h' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3' SEE PLAN BLOCKING & TOE 0.148' X 3 `/" 0.131" X 3 i4' NAILS & TOP PLATE 12d OA48" X 3 °/x' 0131• X 3 U' W 0 C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS Sod 0,148" X 3" 0.131' X 3' 8" O.C.(COMMON) STUD PACK 8" O.C. GUN NAILJ COLUMNS Ted 0.182' X 3 %" 0,131' x 3 sA" (2)18D(COMMON) SEE PLAN 1 (3)16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) MI OSB FUTCH PLATE, NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)-2 x 10 #2 SYP W/ 7/16' CONNECTION; PROVIDE (2) 080 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS 9 122"" OR (2) 51MPSON HETA16 TO CMU O.C. TYP EAAC EACH SIDE COL. U.N.O. ON ROOF PLAN. 12) 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) InOL FLRCH PLATE, 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) - 1 3/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2.oE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4° x 31/2" SDS WOOD (2) SIMPSON HETA16 i0 CMU OR pit (2) SCREWS 016" O.C. TYP. COL,. U.N.O. ON RODF PLAN. EACH SIDE. (2)-13/4' x 117/8" LVL CONNECTION: PROVIDE (2) M5 2.0E Fb--2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (21 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD SCREWS 016. O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2). 1 3/4• x 16' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M8 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 42) 1/4" x SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWSS � 18" O.C-TYP. 01 OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR 130MM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS Ht (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 WJ 1/2" FLITCH PLATE THIS SHEET Hp (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 WJ 1/2" FLITCH PLATE THIS SHEET H3 (2) -2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1r2" FLITCH PLATE THIS SHEET , O -2X12#2 SYP SEE GENERAL NERAL HEADER NOTE #5 W/ W/ 1/2" FLITCH PLATE THIS SHEET (3) -1 3/4- X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4• X 3 112 H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS G 16' O.C. TYP. EACH SIDE (2)-13WX9114 ATTACH TOGETHER WI(3)ROWS 1/4"X31/2 H6 > LVL 2.0E Fb=2600 PSI SOS 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 FA. END EA. END EA. END EA. END (1) (2) (1) (2). 4'-0" - T-O" (2) (3) (2) (2) 10'-01-16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1St FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK. AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. OP Zn *D 14'-0- 10'-4" O DEL 25 SH SE BI i OWNER'SIBEI 8'-01, CLG 1 " N W 01 2 G.T.I I ' 13'-10" i I 3'-8" 10'-8" - Y - - - - 16" PRECAST ABOVE - - OD N 61 8'-0" CLG 00 © bo 10'-0" 8 1: O W/ ATTACHMENT A.B (2) 3050 SH 23'-4" 41, 3'-10" 19'b" 12'-0" 7'-8" 0 IC111111111111'i11111111111111[71:�II=IIi11111i1 t:j x • ®10, •BEDROOM 4 �® .. 1 101-0" CLG F36" FLAT BAR I •• ON 341h" WALL 2 - R/SH R/SH. ATTIC ACCESS N LOCATE IN FIELD _I �00 Go ' IM 22"x36"MIN. m l Q I N 12,-9„ FAMILY ROOM r-; I 10'-0" CLG III KITCHEN I 10'-0" CLG R SH / �Z R SH / - - b L �I 1 1 $ O'S BATH ( 2' 2" m 8'-0" CLG o 4/0 bP G _ iv � �.L pro ry - aP DROP-► ' ; 8'-0" CLG I CLG : ' 1 12'-10" R/A 57'-0" 11'-4" W/A.S. m �w:i ATTACHMENT TD /. 2•.8„ �_ n ,\ I\ � n Y i d' w 2 2468 2888 3 X 4 � Q.LDEN roSHWRO ---"_---- ------- 10` COL. I o ': DROP BOX TO '- - �q � - AT 6" WALL BW3 ' ' N w 8'-0" CLG 4'-10" 5'-4" 3'-8" 1 1 1 r FOYER - N C5 I C2 ; 4 10' 0" CLG O A I a> 1 1 FRAME DOWN O AT 10'-0" 1 0i I 1 d0 o, DINING ROOM CEILING TO 7ffI i $ ; ; $ i 10'-0" CLG a c 8'CLG. I I 1 3 ..¢',pro 3'-6„ 5,_ LIVING ROOM _ _ _ _ ; 0.; WF39 ; g; v UTILITY °TDB /srtowER J I O INVERTED HIP TO 10' 1 I H4 S- 3 Iol 0 1 I 1 8'0" CLG 0" 1 r �T q CORN 1 : 1 m CORNER BEN R WAL Q PROJECTIONS 1 BE EEN VIALOOR' VERIFY WINDOW TYPE[[Mb - "I / ®Ai LOC'S L 3068 WITH ELEVATION49 / SHOWN / I (2)-12".SIDE ITES--'---"-- /TRANSOM AB). `" DBL 26 SH H1 BW3 MET. T'HLD EGRESS "O / I TRANS. ABV © III C 10'O" T.O.M. MS03 (1) SIMPSON HTT4 S-1 REQUIRED BETWEEN C2 / WF21 SEE ELEV. OPENINGS / S-3 3'-0- 3'-0" 6'-8" 8'-0„ i 5'4" 5'-2" ENTRY _-__-_------• "' o ' ATTIC ACCESS ' BOT. DEL 25 SH 10' CEILNG III 00 LOCATE IN FIELD " 7'0" ROOF TRS ABV A.F.F. O. �1i 4 1--------"MIN F14 M-------- °? 4'0" 10'-4" S3 BOT. III a 8' CEILING BOT. I TOP OF A.F.F. III " 16"X16" CMU 9'-0. BEAM 0 COL. W/ (2) 36" H DECOR. A.F.F. 11� 1W-0„ #5's TYP. HAND RAIL UNQ 2 CAR GARAGE '� W 8'-0" CLG CD2: S-2 SEE DET. MSO3 ON SHEET S-1. ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED ® 8" O.C. (HTT4 NOT REQUIRED) aALT. BASE CONNECTION TO HTT4 1 SIMPSON DSP EA. SIDE ®ENTRY ONLY O :D22 NOTE: � &2 16"X16" COL'S SIT 12" IN BOTH SIDES -WEATHE WISE VINYL RAILING ALUM. B ACKETS ARE SECURED TO THE PPORT POSTS WITH (3) #12 Y 1-1%" FLAT HEAD STAINLE S STEEL SCREWS & SECURE TO THE RAILS WRH (2) #8 BY 3 " FLAT HEAD STAINLESS STEEL S REWS CRAFTSMAN ELEVATION NOTE: AT ALL FRONT ENTRY COLUMN LOCATIONS USE THE FOLLOWING: PROVIDE 1B" SQUARE BRICK BASE WRAPPING POST AS REQUIRED SEE ELEVATION FOR BASE HEIGHT AI N:N 11CAMR WITH OflRTR 14'-8" 57'-0" 3'-0" 2 Lo U) cc A C4 w BEDR00M 2 8'-0" CLG Q I � PRIMARY A/C LOC. AS PERMITTED BY LOC. ORDINANCE I2-2668 • �W- R/SH S-1 11'-6" ------------------------------------------------ , 1 1 i MS12 S-2 i O i 16 x 7 OVERHEAD DOOR 16'-0" FLOOR PLAN SCALE: 1/4" = 1'-O" ELEVATION "C" & "CR" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE IS A +27.6 / -29.9 B +27.6 / -37.0 +26.5 / -28.8 0 +26.5 / -34.4 +24.8 / -27.1 \ +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN 'ULTIMATE* WIND SPEED. THE WIND PRESSURES USED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING. ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES rt' c 1. R302.5.1 Door from garage Imo house must be a o minlmum 1 3/8' solid wood door, solld or 3 honeycomb steel door, or 20 Minute fire rated door. o 2. Bathroom exhaust fans must vent to the extedorof the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through 9t the soffit If solld soffit Is installed T-W on each side of u the venting. 3. R302.6 The garage shall be separated from the 8 residence and it's attic by not less than 1/2AnOh w (12.7mm) gypsum board applied to the garage side. n Garage beneath rooms shall be separated from all c habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent Where the separation Is a floor-celling assembly, the E th ti h 11 I v CPR-I ae 4� c E '•. . G N 191 J OF / �i 5 O \' Lcc b71 IIII14 .cc structure suppo Ing a sepere on s a a so Z protected by not less than 1/2 inch (12.7mm) d g $ � � SCIL3122 M.. 00 gypsum board or equivalent. c F c w 8gNO N g�F a'0 00 R312.2.1 Window sills In dwelling units, where the Y IS mg ., � d m ro D m PQQ Ki r opening of an operable window Is located more than P g Pe o sD 72 Inches (1829 mm) above the finished grade or surface below, the lowest part of the clear openingN m Fj D- of the wlndow shall. be a minimum of 24 Inches R g j v: = a u; w (610 mm) above the flnlshed floor of the roam In LL g PQ 2 m s d o: which the Window is located. Glazing between the " 3 tf'` a " zpfloor and 24 inches (610 mm) shall be fixed or have s 8 ° ijQ ro S MF'openings through which a Crichdlameter (102 mm) $ W- a m 8U1mm msphere cannot pass. a wZz .v .o O)R308.4.2 All wlndowswkhln 2'-0" of doors and in ffi $ Lshower or tub areas will be safety tempered glass. pigv fi ❑ ❑ ❑ Calling for exterlor erodes and covered porches to v '" a " NAW4.FDSENG.COM have 7/16". span rated OSB nailed per zone on 16 'n roof diagram nailing schedule or 5/8" COX I Z 1X T&G acceptable for substitution. S z o S CNI EC: R402.2.4 Access doors from conditioned spaces to z 2 � ' uncondhloned spaces (e.g., attics and crawl spaces) Q 5 �I shall be weatherstripped and insulated to a level °- equivalent to the insulation on the surrounding 2 surfaces. : co Z (V Itf, JI o (I) 9 ro Laundry Note: (Unless noted otherwise) Provide dryer verlt thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing E o m Units) hanson box 0 36" aff `v Callings for exterior entries and covered porches to be LV Li�} WC ai xa r � c c L. 1 7/16" 6 on underside of roof trusses shall be m 6 OS I' / attached to all framing members with 2x blocking M ui CJ provided at perimeter. The OSB shall be attached w/ Ed c ---..----- w s O $ ° nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be z " attaches to OSB per manufacturer speclflcations I Lv Y 0 DAM S HOMES IIr � fll �nr a y FLORIDA CONTRACTORS LICENSE NO. CRC1330146 FILE COPY3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 € DIVISION LOCATION: PORT ST. LUCIE Job Information: �b a g :e REVIEWED FOR O CODE COMPLIANC 0 ST. LUCRE COUNT z /� BOCC oLU ~ g > 0) N 10 v a 1 N E N $ OJLu o J M U) to DO LL Model Name / Number: 2265 AREA CALCULATIONS Tj PlanlssueDate: ist FLOOR 2281 S.F. Thursday, September 3, 2020 sV KA PROJECT NUMBER: R TOTAL LIVING (AC) 2281 S.F. 9R,. 20-6270 GARAGE 476 S.F. n Sheet: ^ Of: COVERED ENTRY (BASE) in S.F. m LJ COVERED PATIO/LANAI 186 S.F. TOTAL AREA UNDER ROOF 3119 S.F. FL0O R PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION --REINF. OPTIONAL CURB FOR I 'r F F VARIES GRADE SEE PLAN MASONRY @ELEV. 0'-0". , "•;., i•� W/ (1) - #5 BAR CONT. N •, ::• I 2 STORY: 20" X 20" ► •- REINF, N W (3 - #5 CONIT. ' 16p: SEE PLAN ;►s (2) #5 (2) # 5 REBAR REBAR 16" BEARING FM01 SINGLE STORY FTG 1/2' "-OF` FM02 SECTION @ GARAGE 1/2"=r'-O^ " " n a " REINF. " a n 5 SEE PLAN _F,p w f a � S. (1) #5 REBAR 1 CONT. 4 FM03 THICKENED EDGE 1/2" 1'-0" (*)SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL ' IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) - I PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR.— a w • 1 1 v )" • 4" 16 4" ALIGN DRIVE W/ BOTTOM OF ' (2) #5 REBAR RECESS &PITCH DRIVE cov •' •' 2 STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP W/ (3) - #5 C )NT. 2 STORY: 20" X "'' 20 JOINTS 10" O.C. TYP. 16 (2) #5 REBAR W/ 3 - #5 CONT. FM09 I SECTION @GAR. DOOR 1/2" '.'-0" FM10 INTERIOR BRG WALL 1/2" 1'-0- 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN ; W - #3 5 CONT. FOR INFORMATION) T 4' 16" 4" 2#5 REBAR FM11 STEP DOWN BRG. 1/2" =11-01, -1-o" SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"X 16" z uaF1 SEE PLAN ELEV. 0'-0" WITH. CURB 0 w TYP. SEC. (1) #5 BAR CONT. .� B" ,I (G.C. VERIFY) 00 F.F. REINF �; t _ _ _ - # (SEE PLAN) o: •: 2 #5 CON17. INSTALL LINING "` . ' 2 #5 BENT BARS W/ MATERIALS PER '� ,• * +�y+ vUWi MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDED FLR. 7#5 16"IF .� SLOPED TO DRAIN CONT MIN. FM14 I SECTION @ RECESS SHOWER 1/2"=r-o" FM18 TYP. STEP FTG. DETAIL 1/2"=1°-0" ALTERNATE: I REINF. THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN F BY COLD BENDING THE BAR WITH SEE MIN. BAR LAP OF 25" QUANTITY FOR 8D ., f #5 X 2W X 25" CORNER BAR ONE N FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2) #5 REBAR - 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE W/(3) - #5 CONT. THRU FOOTING FM19 TYP. CORNER BAR DETAIL 1-1/z 1'-0°' FM23 TYP. FND PENETRATION 1/2"=1'-0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (D.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEMWALL 0'.0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'S" >2'-W-3'.4" 10" 10, 20" 24" W/ (3) #5 BARS 6744 5'.4" >3'-4"-4'-0" 12" 12" 32" 32" W/(4)#5 BARS 845# 4'-0" W/ (5) #5 BARS CONT >4'-O" - 5'-4" 16" 16" 48" 48" & #5 @ 18" O.C. TRANSV. 11624 2'S" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE - SLAB LEVEL. SEE CHART ABV. MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO#5 A� CONT.REBAR (1) #5 HORIZ. CONT. TIED TO EA VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" u c t (1) #5 HORIL OOW. TIED TO " m • ' " EA. VERTICAL REINF. B rn FIN GRADE-8" MIN. TO TOP OF n _ •n ... ms4 •. w s COMPACTED CLEAN FILL IN MAX 12" LIFrS STRIP FTG. W/ QTY OF • MIN. COVER d REINF. PER SCHEDULE �I (3 SHOWN FMASW I STEM WALL SCHEDULE CODE COM ST. LUCIE i I I ` I�nnurrre TO R}3`i!iB,s x SE v` 'oy 'aq'• sLo?.. rr rrnnN`� i s lll; II � I G) ti m �JJ1 J 0JJ0 Ec ��SggH, N.•.I� 443'd"w O�NAg dLLI U'j 1133 rN� z � z O .",GR ■$2w# m m of aE 'IL a • g � Fl d �SEa] OV J C1 N ` R. VAVINTDSENG.00M I. ❑.❑ ❑ z_ o o � zN J N Lo zIF - CIA M Q) v a' I O — m w � 1 N c o o <c�oen �yim.. ® DAMS HOMES i FLORIDA CONTRACTORS LICENSE NO. CRC133o146 3000 GULFBREEZE PARKWAY L GULFBREEZE, FLORIDA 32563 , , DIVISION LOCATION: PORT ST. LUCIE Job Information: BOC -w�` v z Lo FILE COP , 0oi 0 00 NOTES: IF IF F NN m 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL t F'" 3- U W 00 CL z) INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM O J M o SPACING STATED IN SCHEDULE J 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND Modet Name Number; -VERT. F.C. ABV. FEIN, WALL WHEN STEM WALL EXCEEDS 4'-0" HBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO a 2265 E NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM 3AF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION roVI 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK Plan Issue Date: FILLING IS TAKING PLACE c. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" Thursday, September 3, 2020 16" h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4°4" g . KA PROJECT NUMBER: C. - TALL (TYPICAL ALL CORNER`) B.IF STEMWALL IS WITH IN 5':@" OF POOL OR WATER FEATURE FOUNDATIONS 2O-6270 -SEE NOTE 5 7• ALL STEM WALLS GREATER tHAN (4) COURSES SHALL BE FULLY GROUTED. , n 8. R.403.1.4 MINIMUN DEPTH; ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE Sheet: Of: PLACED AT LEAST 12' BELOW THE UNDISTURBED GROUND SURFACE, o a 3. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL 0 FOUNDATION DETAILS NTS i LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,281 x 3 = 6,843 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 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,393 SUBTRACT 100 % OF FIRST 10,000 10,000 A- 25,393 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A' = (.40 x 25,393) = 10,157 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,157 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 BIBB IIf INSTALL FAN BOX PREWIRE` _ 6.d INSTALL FAN INSTALL FAN BOX PREWIRE BOX PREWIRE ` 0 T 0 O INSTALL FAN /1"r1,BOX PREWIRE 1 M1 'I q o CM -- -- ---- I , I I --- -- ---- GFl --------- I - V / r I , .-----• I 'GFI 20 FOR HOOD FOR D/W aFl INSTALL FAN ATTIC ELECTRIC/ n OIFI BOX PREWIRE IF REQ'D BY COE GFI, GF1 I b' i 'CFI ; _ A FAN -V "GFI ' I PREWIRE \ �/' L �1 1 I C17 �l �✓ _ ' I' L—J ---- -_ GFI � i y �` NSTALL FAN --- --- ' ' ' BOX. PREWIRE 220 : WP O GFl �4 GFl 220 ' I 'I I ../ , �+ VERIFY LOCATION / WITH BUILDER GFI GFl a \ III ` Ca 42" I 1 J III I \ \ — w V 2 --�o-----• ATTIC ELECTRIC ; a w III IF REQ'D BY CODEI w w NOTE KEEP COACH LITES OUT --------------' \ \ OF BANDING, QUOINS, AND III ROUND COLUMNS WHEN I GFI ' \ 1° .III POSSIBLE, REFER TO ELEVATION 142° \ FOR TRIM. \ I \ - _ GFI COACH LTS. FOR ELEV. ' I FOR GARAGE \ ^C^ ONLY / DOOR OPENER ------------------------------------------------ - - PLACE COLUMN COACH LIGHTS ON - \ I NOTE: LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE WALL BEHIND WHEN . ; DOOR IS PROVIDED A DISCONNECT SHALL CRAFTSMAN ELEV IS USED ' BE ADDED AT METER LOCATION. ' r HOSE , BIBB I COACH LIGHT COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" - V-O" ELEVATION "C" & "CR" 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 Bth EDITION FBCR, ELECTRICAL CHAPTER 34THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT. INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERYBACKUP. 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 V IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TOBEINCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES.. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ 2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT $4 FOUR-WAY SWITCH �J U $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n ri nTRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET '4b 110 VOLT SPLIT SWITCHED OUTLET (It - GROUND FAULT INTERRUPT N t2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET (R`- DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING a JUNCTION BOX �P WATER PROOF RECESSED LIGHTING TU THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING j® {� BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR REVI PUSH BUTTON CODE OPTIONAL OVERHEAD SEMACE VERIFYFlNALAMPSNEEDED SAME AS UNDERGROUND 200 AMP SERVICE WITH ELECTRICAL CONTRACTOR 200 = 2/0 COPPER OR 4/0 ALUMN. IN T'CONDUIT E= METER MAIN DISCONNECT 200AMP )VC DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # W COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 0) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. O O CV C a F=- m 00 c gcw gg f. N 0000 �j CIA N mom. NW �i5 1 U g s fiw Q'�8" a y l- c Li e Z o� JC,U a E r 1 WWW.FDSEN6C0M 000 v m N N z M J N 6. 04 O n � C,n Z M w a E O Ln W " C/1 y J v Q o m �o ® DAMS HOMES a� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY (ljlPCEEZE, FLORIDA 32563 t I nSION LOCATION: 9 Cnt1RORT ST. LUCIE a o v s 14 0 N M 0 i Z C L0 to O 04 N lII 3 t0 N P m z " • N a 0-1Li -j M W (1) n2DIVI Model Name /Number: 2265 Plan Issue Date: a Thursday, September 3, 2020 KA PROJECT NUMBER: 20-6270 Y Sheet: Of: ti N ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 1A4 = net sq inches of venting (needed equally for intake and exhaust 9 ro � m FIN. FLR �- FIBERGLASS SHINGLES TOP OF BLOCK WIDOW HEI D HGT m LP rn 23 SH LITE TEXTURED CEMENTITIOUS COATING 25 SH RN. FLR. LEFT ELEVATION IIC11 SCALE 3/16' -1'-0" TOP OF BLOCK. WiDO HEAD HGT Q OFF RIDGE VENT Off RIDGE VENT FIN. FURL FIBERGLASS �— SHINGLES TOP OF BLOCK.( W' OW HEAD HGT 00 io 25 SH LrTE TEXTURED 3450 SH 2650 SH FIN. FLR. CEMENTITIOUS COATING DBL 3050 SH TOP OF BLOC W'DOW H D HGT OD m DBL 25 SH FIN _FLR. REAR ELEVATION SCALE: 1/4" =1'-0" 91124?Ng ---------- ...... ONE FINISH F1 3068 DOOR WITH (2)- FIXED GLASS ABV Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in/sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 3119 s.f. Total needed for exhaust for upper 1/3. 749 netsginches Total needed for intake (soffit area; lower). 749 netsginches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (canoe used in combo with ORV) 42 Lineal Feet of Soffit needed to meet required 136 Lineal S.F. provided by plan ?20 1�6 OFFR08EVaR OR RIotiEYENi ® FIBERGLASS SHINGLES TOP OF -BLOCK WIDOW HE DHGT Ll Q LfTE TEJ(NRED � CEMEMITIGUS COATING 25 SH 25 SH FIN. � RIGHT ELEVATION IIC11 I SCALE: 311W -1'-0' REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC -- FIBERGLASS SHINGLES FIBERGLASS SHINGLES DBL 26 SH 16"TRANSOM IF FRIEZE16" X 30" DECO VENT FILE COP HRG. @ DINING RM, BRG. ® GARAGE , RIMIMIMI�JIMIL101IIMII :010000aoo 16 X 7 OVERHEAD DOOR FRONT ELEVATION °°IcIlt SCALE: 1/4" =1'•O" I I \\Illll fpppf w O • . o� ivo® ;'�c;..�G I a�a6 '• dd � p®, F1 a F: ice) � •� L .BAP J}� a•. • �,p�\1\.. >'�Q 1 . 'ate reglt�lna�n\a' .' � I T E W c . nk tk tk P €gg yg3ti Ern rr$ n80 ii ii Ci a Lai w aE � Z ems o ¢ P m m m o_ px 1131 D a=i IL s Z m %CIF IL 2N RN a a 5 s W .FDSENG.Oov ❑❑❑ v u �2 z o Z g o ZC4 Q 3 J N a a ci m — N c Z N t/) (� m o � }J w c ll ' W O O C H J � 01 ov ic o -LO 6 n0 �Im A DA S HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: N PORT ST. LUCIE mV I Job Information: c m a V u 'n n 0 V N F z o i w w U P7 > E m m Gi. cH N 3 L' z m c L � � Uj o jM COL2 Model Name / Number: N 2265 5 VI Plan Issue Dater Thursday, September 3, 2020 KA PROJECT NUMBER: 20-6270 n � Sheen 5 Of: N m s ELEVATIONS - C SEE DET. TB03 \ G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F 7/16" OSB SEE"HIP/P BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING, THE SHEATHING 20'-0" MAX 20'-0",MAX THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS S�]T EQ. W O CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAI1 TB04- "X" BRACE SEE o )VIDE DETAIL TB01 d' -0 COMPLY 9 :OMENDATIONS _ o IATING OF IDLE DETAIL _ v _ _ 4 a d S 2 W Ja V _ o in tb Q a Q Q 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. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NITS 4 FT. 0 ----------------------------------- ;• ' 4 FT. 1 O O ''O 'I I 1 2 ''' 1 2----------------- O 5 Ff. O 1(32 5 FH. 4 FT. O2 ' ------------------- ---- --^ . I F � x I I I 1 `1L O Ox 1. .1 ♦� 2 O `` x11 1 4 Fi. -- 4-- 2 ---- ---- 3 3 O O 2 -4 FF. FT. .IN O NAILATBASE 2ROWS @4"O.C-W/8dCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) 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. W18d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 8" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O-C IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4' O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE: GO W/ 8d COMMON NAILS @ 4" O.C. (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8'. ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM i, SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/W 16GAx 13/4' STAPLES & 2" O.C, ON EDGE & 4" O.C. IN FIE, D. 15132" OSS EXPOSUREI (2)-2xTOPPLATE 15/32"OSB EXPOSURE 1 BEYOND SHEATHING SHEATHING It I If II II II II II II PROVIDE I II BLOCKING AS II 11 REQUIRED PER II - _ SECTION X-X IF NOT FULL II If HEIGHT SHEET II II II II II II O /FLOOR SYSTE 2x RIBBON ' VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM I 8 \ I 1 /2" -I 17'- - _ 1 TT = it it II ]I SOLID 2x Li o IIII III II II II I III II II It I BLOCKING @ ALL = w SHEATHING Mr III .III I I II 11 IF I III II % II I I EDGES (SEE o a SECTIONX-X) w - III III III OPENING III II I I -IF- III - - II If U III III It III III - II II II II If II II I III II II It 11 II II 1 III II II I I 2x STUDS W LJL BEYOND, SEE PLAN g w � z TT - -1r I 11. II I I I I II 111 I I I II I III II II IIII II II '. II I T �-- 2x4 P.T. BASE ---(P�---� PLATE BEYOND HORIZONTAL SEE PLAN WALL ELEVATION DIAGRAM -- - -"S"=NAIL SPACING w z W LL a. O Q a = �k0Mp w�r-82 Tq DLL Y MO~J W2O~ LL N � AT ALL PANEL BLOCKING rLOCATIONS 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 Vaal BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. (9) 10d (24) 103 (12)16d ., T/DQ/q,- ''" "-2114&orfpfis ' il'..)HE'TA16J(2)HT$2.b}{'2iHFTA7.6 :016 i'j2130#/2365#... (48)10d xidJT"' ':. (9)10dx 1.112' '. "-BOB #Dr1g.#3 ," - HETA1£/H1bA , - 18 b#/10407t (9)10dx1- 2" 77 ' OC11' .- - L/N '. ., ;4"SB#DY'1E)9 'HETA16,(.HETA16 .. ,. , '1810#}18L0# (9)10d x 1.1/2'-. , �152a1r1`T PER DETAIL g8D1/S-Ill';.. (9)10d x 11/2":. -818 {31%$i@,.,. 'L'/M(R ) -843dr IBSS}f{TASb}H1DA/ivjHFH1},3Q (18)10dx3-Y/T,. . oy ".L/fit ' S635#at 9Bss' '(2)HETA1i)HT$",0 236SiR)3¢?(1# (48)10d x1-1/2" ' .•. . .... H H4 . '. ; , , 1 ., L(R'°. :. . ',°387kPi IeSd .. ,., ,H1DAY I(1dN ..' YOAQN/�d40W, (18110dx11/2",1.' (18) 10d x . p8 pal L/R�' -14b #Gr IE56 . ,,. pER iRU$$N1FK F0C •. . 1j/R •,, '"' '=8$Z#51T1�5 : t2)NETA16 }{r1)HTS2d .2365#/2b`20# (12)16d (48)10dx1-1/2" 71 }M}R; 8314or10r '^HETA16}H` 0/Hlt)A; 1$1,4q}139,0#}gb4A# '(24)10dx -1/2 (18) 106 x. 1.1/2". (18) 10d x 1,--1/2" HIE H2 v , '--46A#orbs . .. `.:'H1bA}d14A/HAOA, ' ' j04Qt jjO404yiO4D#. (181 I'dx 1-1/2" .. . - 813, 0215UPPORT COLUMN &1 114#4rl,4 ? I)TT22 2Y45# �, 1/2"WA. (8)1/4 x1-1/2" ,EdB R •'. , 87 SUPPORT COLUMN M -1458 t&IEs9 OTT22 21 ''' 112 WA (8)1/4 X1.1/2" SDSSCREWS TRUSS MANUFACTURER, PROBUILD/BFS DATE OF LAYOUT '' 0AT60F TRL($SCUT$ k`ET3; 8/6/2020 L-LEFT, R=RIGHT&M =MIDDLE BEARINGS:' BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS D>)AM7)I{G6 FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE TYPE CONNECTOR B FASTENERS BEEF EYE FRAME TO HETAI6W(%I Mx11Yl'OR 1810 MASONRY IETA20w(9)10dx112' FRAME TO H25AW(1UISd NMLS 535 555 FRAME FMETO H1OAW(18)1Mxt 12 Los IOW FRAME HIOA2W(IS)IDdx11YL'AT2PLYTRUMES 830 1080 FELMETO MTS1211X14)1Od.11MMTEk1EFWR Bhp 9B0 FRAMF LOCATION INCLUDE(3) 120 TOENXIB) _ F'EWFM MCTW(a)10d NMLSMNDSAI" KTA. W TV yip 3985 A� MNW EMBEDMENT W SINPSON'9ET'FPDXY FRAME TO HT920 W(DMiOd x i UV OT EXTERIOR 1216 1810 FRAME LOCATION INCLWEa)VOTOENAILS FRAME TO 12 )Hr8z0 W148)IOdx1 v2`(ATEMEPgR 2490 26a FRAME RAM LOCATIONWCL(ByI LOE2d TOETNAL9 HOT 2 W 11M1Od NMLSAND (2) 5W AT R OFRAME W 12" EMBEDMENT W SMPSON SET' 1D890 M EPDXY DNOT-a FOR 3.PL'0 OFRAMETO FG711WL8)114"x9SDSWOODSCREWS 3400 4725 MASONRY M^O 0C 1I2'x6'TTTEN HD PNOIOR SOLTB EINND316 0 FRAME TO g1)MOT2%I2FIWTd 17W 2030 MAOONRY SEENO #SBELO ©2 FRAME TO b(14) 3600-M IW" 2I1e TITENRPLVTRU9"1 40SO,M MASONRY/ FRAME 921OF OR(21D10ISINKEiSFORFRMIEOW 3)AF @ FRAMETO MAsONRYI (2)L3T3WO4)114'x3'S05SCREWS 4130M b(8) GM' xT TITEN(2 PLY TRUSS) EiTO-M FRAME OR(62) 1w NNIEA3 FOR FRAME (FA) 541DF BBSUF CONNECTOR b FASTENERS SEE BYP MAISWODI1Odx11w OR 1585 1870 HTA20 w(10)10dx 11R' RT'/Aw ROW N 10 015 ass RT1dAwAI7)10d x 112' us 10a W(IB)I0ax11n'AT2PLYTRUS410 935 1060 2W(14)10dx114E (AT EMERIOR 1006 1195 RONINCLUDE iWTOENA.IL9) 3W(25110d11 L8ANDMM'AT.RW U30 'PIM IEOMENT W 9MP90N'9ET" EPDXY IDW(24)t0Ex112'(ATENTEHIOR tad 1530 ATION INC1_UOE(3)12d T0ENAC5 1170 3000 ON INCLUDE (6)12d TOBIML9IEA) ON INCLUDETOENMVS( ) W (1S)iOd NMLSAM) R)5BE AT.R. r EMEEOMENTWMMP9ON"SET` 70a am EPDXY(HUBT3FOR84'+LY) Iw(12) WBS WOOD SCREWS AND 71M DO&BOLT'(2 PLY TRUSS) a00F 45a.F SINKER6FORFRAME(EA) w/(24)VPx2I)2FWHN 6MOM 7050-M I M0'xs WBOPLY 'lies) EEAMTO -HU400PTHUC46WBO1Od NMLSb O0540 ONg00o H046OFTHWBW(6)IWNA1L98 W025 GP294 O MASONRY/ (12)IW x23/4'TITEN(TO MA6.) WHO U91I35 (12) 114- x 23WTAPCONB(TO MAI WI030 IM850 FRNMF OR (12) 1 M x(8) 1 N(FOR FRAME) 6YP.F SYP.M OR 0211M b(6) I M(FOR FRAME) SYP.F SYP-M 0 FRAME TO (2) )ETAIB OW (2J NETA20 1920 14N.Yw/110) twx 11200 Iwo (0) NTA150PT(2) HTAa OR 1flYWLy0 4570 Z430 24M MASONRY Z.ELYW(12)16tl 23E5 2385 2.PLVW11a 1Bd (19)14d HTSM16.000d NNLSAND (4)IM-41/4' HIS 1110 HTWMIBW(5)IOd NALSAND1411/4'x13M' LIM 1225 NO FRAME TO TAPCONE OR WEO3EB0.T OR MASONRY HT6Ma M(18)1M NMLSAND(A)1/4WIu" 984 1110 HTWAGO w IT%I Od NAES MID IM1/0x12/4" TAPCONS WEDGII T 1145 12a ©FRAMETO Him w(a) 8dx11R' NMLS AHI(2) 3W,M' ]80 SLID MA9011w TITAN HD DTT2ZW(MIA.x112'SDSWW0 OTS_TZW(M1/41xI M-W818VAOD OFRAME TO ERNME IV SCREWSAND(1)12'S AT.R. EPDXIEOW 1836 2145 9CRaMAND(1) 12' SAXR. EFOXIEDW 1510 1835 SIMFSCN'SET' SEENCTE84) SIMP60N" U- NOTES) H116WERILINA UT NML9AND(N MB' 0 WT45W(a) 16d YJ 1I2" NA93AND(1) O FRAME TO AT,TLEP=IEDwIBIMIP80N'SET' 4375 50a 518"B A.T.R E+OXIEDW BIMPWN'BET - 5NS MASONRY (SEE NOTE kd BELOW) (SEE NOTEM ARO HTT4 W(18) TM a ITC NAIL5 MD (1) MS' 8 HTT45 W(I M 1Bd x212MALLS MID It) O9 FRAME TO 0.TA. EPDXIEDw/SIMP80N'BEP 3640 4205 WO A.T.B.EPOMW w/81AEBON "BET' - 4180 MASONRY NMEd48ELOW) BEE NOTEM BElO O FRAME TU H10S W(24) 10d.t IW NALS 185 SLID LUWI W 123) ad x1112' NAILS us 104a FRAME TO NM9KT W(4) LAW la' WS WOOD 70 no RTIOM W(9) Lad x I IM NAILS& ISO IS95 OFRAME MASONRY 3CREW98(5)1M'xZ tl4'IAPWN9 (4) 01'x 13M" TAPCONS FRAME TO VGT4(16)IWxYSD6WO0DSCREW68 O MASONRY (1) MO.B A.T.R. EPDXIED W SMPSON"SET' 8566 4940 W 12-MIN. ENBEDMENT FRAME TO (2)VCTW(32)141N"SDSWOOD SCREWS O MASONRY b (2) M-0 AT.R EPDXIED w/VNIFSON 5170 7185 'SEPw/ lT RI N. EMBEDMENT FRAM[TO VGT w^(1 O)1/4^xd'SDSWOOD SCPEwsa MUGTIS W(22) iW NML6 b FIFTH w/(18) 410 O FRAME Y.OW-9D425 w/(1gj iN'YL i2'90S WOO] 32B6 4509 1pd WJl-gb111 E'8"BA.T.R SCREW38(1) 5/8"BA.T.EL OFRAMETO UOHTr8W(52)15T 12'NARSb i M8'B TR (SEE NOT'EM) 4375 509D (2)HTi45 WISZi t6dk312 NAILS II(nW IIATR ISEENOTEd41 - 5005 FRM1E (1 A... 1. CONNECTALLFLOORTRUSBESTOISMEMMIMDBWOW WMLSI UFB TU6 ,U. COMP Ld. 3. ALLTRl198 TO1TRU8S CONNECTIONSAIIE PROVIDED BV 1RU99 MANUFACTURER, U.N.00N PIAN. a. 'FOR MAV U9EERHERSES, $C ORN FULI. HELTSYP#1EE FRPMINBPLANFTIRCONI^ECTOR CALLOVT. 4.& IZMNNGlE PLY TRUSSES.BCABUNFULLNEGHTSYP412"x4"TO TRU85 VERTICN.WENW (2)ROWSOF 10tlF 0. i,U, TR M EORFW NT@CMDBONDTCH OFIN.O. & SCAB iRUBS CNORDWQ'4!°2YSYPd2(MATCH CHORD LUMBER 9r1R)wl (2)ROWS 1p0®4'FROM ENDS 4'O.C. 9TAGOEREU; CENTER AT CONNECTOR LOCATION A9 MUCH AS P099N3LE. O MIMMALCONNEGTORUNOONFRAMINGPLAN 1. CONNECTIONFON ALL ROOFIFLWR TRUSSES TO MASONWWALL91UMEL& ICE WM.L9 LINO ON FLAN 2. CONMCMONAT24"ORWO.C.PENDINGVETiT LSFORALLFLOORMUSe SPARK LTOMA MW WALLS SEE DETAIL M12M.1 FOR MORE INFORMATION 3. CONNECTION FOR XL HIP JACI((CORNER JACK)TO MASONRY WALL80OFWMIUSUNTELS 4. WNNECNON FOR ALL CONTINUOUS RIM BOARD TO TOP OF MMONRYAT 32' O.0 MML W(2) AT EACFI CORNER.QC. TO VERFY LOCATION WES NOT CONFLICT wMJI(IF AFFUCA E)LAYOUT 5. CONNECT ALL FLOORTRUSSES TO INTERIOR SEARING WOW WALUSEAM6w1(ZIM TONAILS O MINMALWNNECTORUNOONFRAMINBFLAN 1. CANNECTIONFORJKMTRU96TOWOODWMLORBFAM © MINIMALCONNECTOiUNOONFRAMINISPLAN ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" 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 Ed NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - NOTE TO FRAMER - - - IFROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'SMAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW 15 NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. N m a a Y 0 O N N� Np N U O AE y \q,A,,KTT7Rl UT�AA, Z. O Q'� C P, V c "^ o .\A %% y `xeBPgen4� j11 FOR TRUSS BRACING AND ADDITIONAL REVIEV ROOF INFORMATION SEE SHEET S-4 CO J4 ST. ILUCII C.M.U. OR ICF WALL ° SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. w/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECURE D-0HANNEL @ 12" O.C. ILE COPY -METAL DRIP EDGE + -2 x SUB -FASCIA ti -ALUM FASCIA VINYL ® G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT EETAIL 3/4"=1'-0" A a 5 c E 9 15to 00 q In N W a .y m i# ik ik N U Nb e1 J J J U a [rT]Uj � qpp LL LL LL O •['9 �� Y�Np,Z od IP p.5 �' H g 'E W � m IL ixa Do DOD 0 16 CA vfi -0 .1 Z N a a n 88Es 21 Z o J ij y m�BI F'e5 s I°- m° vWrW.FDSENG.COM ❑ ❑ Elm z N p .b Z O MO 13 `L5a ,�*+0� f 3 CL y a C4 um Z N 40i In 0 t0 m v u1 dl LY! -p E e ow i S c gy. i6 U - M Epp C v D` w i cygm 140I IIIgAt111114Q ur%ewQCL i FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 ~ DIVISION LOCATION: ORT ST. LUCIE e 1 r ii V7 N Di w C LO f) W N N U m m � W Z HseUmoa 0, 0 J W:D Jm(n(nODu R o N ♦ Model Name / Number: 2265 ar VI Plan Issue Date: Thursday, September 3, 2020 VT KA PROJECT NUMBER: M 20-6270 Y 0 Sheet: O1: N uo o ROOF PLAN A V LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NONSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. LAP (ACI 530)25" *L TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST Of A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL SLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN, LAP 25" (ACI 530) FOR MORE .INFO TOP OF SIAB 16, ,I MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. GONG. W/1 #6 REBAR CONT. $IMPSON SP4 W/IB)-10d X 11/2 SPB OR SP8 FOR 2XG AND W WALLS IF /--, _ A _ DOUBLE 2X TOP PLATE [;I-T�Pi1CF ARD HOOKS SEE FOR MORE INFO ILLED CELL W/300( P.S.I.CONC. 6 REBAR VERT. EARING WALL HEARWALL RAME WALL .U. 2"x#2SYP/SPFP.T. W/ (3) 1/2" X Sr' "J" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR 1' (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE - - -' _ _ , • PLAN FOR MORE INFO I MS031 ....-- - I N.T.S. nnncnnlnv `nnlnlcnTln NI II #5 REINF. 20' MIN. LAP BAR A #30R#4REINFORCING �� BAR /�• 43 & 44 1 AP SPLICE 25" MI' LAP #5 STD. 90° HOOK BAR #6 1 AP FPI ICF SCALER"-1'-0" N.LAP #6 REINFORCING BAR •e GRAn� #6 LAP SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4. 1/4" X 2-%- 12" O.C. 1 2 x 6 1/4" X 2e14" 12' O.C. 2 2x8 1/4"X214" 12.O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST iLINTEL N (2) 2X P.T. a BUCItS W/ 1/2" O.S.B. BETWEEN FASTEN PT NAILER TO I MASONRY , IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPOONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL I N.T.S. 0 0 0 � 0 ELEVATION "C" & "CR" 0 HURRICANE ANCHORS "P.) Ie M REDAR AT -0- I-V#' CLEAR •r.: Cris. GRp,T .� •e'IsaI AT OOTfOIY Q OF L NTZL CAVTY WT70M R nrd3OQCNG 'F wAorrv&L P AOM IN LINTS, NAR el W NOMINAL abnl TYPE PMEJ(3NATION #. N.L®Wm4 GRI/W. uKr1 aP r a Kllrr PF MR®A¢AY IF 50TTI OP LINTEL CAVITY ar-16-115/IT NCtlN =74 J L b:ANmrr O 9 NOMINAL HEI(MT RESAR AT TPP MATERIALS 1. Tc precast Ilntels = 3500 psi. 2. fc Prestressed Unbals = 6000 pal. 3, fc grout= 3000 PSI W/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area comprasalva strength =1900 psi, 5. Rabat provided in precast lintel per ASTM A615 GROB. 6. Field rebar Per ASTM A615 GR40 or GREG. Prestressing strand per ASTM A416 grade 270low reiaxatlon. 7. 7/32 wire per ASTM A510, 8. Mortar per ASTM 0270 We M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Sham filled lintels as required. 3. installation of lintel must comply with the architectural and/or stnlctul'N drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate verdcal cell reinforcing and grouting. 5. All lfrAIS meet or exceed L./360 Vertical deflection, except llmels 17'4"and longer with a nominal height of 8" meet or exceed L/1.80. 6. Bohan field added rooter to be located at the bottom of the lintel cmItY. 7. T/32" diameterw1m shrubs are welded to the bottom steel for mechanical anchorage. 8. Castm-place concrete may be provided in composite lintel In Ilea of concrete masonry units. 9. We load ratings based on rational design analysis per AG 318 antl ACI 530 10.LIntel min, depths are called out on lintel plan. If contractor Installs a deeper lintel then Indicated on the plan, doing this Increases the strength of the lintel and is approved without engineering letter, if a smaller limal is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based W minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% B hearing length is less than &1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R.=Not Rated. 3. Safe loads ore total superimposed allowable load an the section specified. 4. Safe loads based on grad° 40 or grade 60 field Tabor. 5. Additional lateral load capacity can be obtained by the designer by Providing addicnal reinforced masonry above the precast lintel. 6. One #7 rater may be substituted for two #5 raters In e" lintels only. 7. The designer may evaluate conoentrated bade from the safe lead tables by calculating the maximum resisting moment and shear at daway from the face of support 8. For composite lintel heights not shown, use safe lead from next lower height. 9. All safe loads In units of pounds per linear foot. PRECAST'U" LINTEL AT OPENINGS SEE GI LINTEL SCHEDULE R REINFORCEMENT REBAR ON BOTH SIDES OF OPENING U.N.O. FIDE KNOCK -OUT :K FOR FIRST PLETE CMU COURSE W SILL & FILL SOLID 1) #S BAR FOR ALL IOW OPENINGS 6'-6" STD, So ANGLE CONC. N FIERAR o0T91 I Ifroll to,A Rfz' sae' N°'% O � • Irv. �: �, p 1P211/1 �IIS; OAP 11111111` m 5 _ Ftie do g 5 to'ry I IF; rpg f., IA W OD � ��q * * a W 'Iai O$&. li IL, Lo °Toe fill •W R LL 0 � C ,�a (/� a v s)g 0�� a z ER a g z o 12 as O ° o z °m o ILH m m m o '�§A9 a o ' a a a N �aae 2 � o � ee W 0 L' w b9 r a � WwW.FTfSFNG.COM ❑ ❑ ❑ 'n m N V_I V _Z Z N C 3 Z AS Q _.. N w c m � rL Z N CrI () M N W 'YI y I e Eas U d w ra U (% moo � ¢ C"I o m o �lunm 19 'm FLORIDA CONTRACTORS LICENSE NO. CRC1330146 m 3000 GULFBREEZE PARKWAY • GULFBREEZE, FLORIDA 32563 L DIVISION LOCATION: • PORT ST. LUCIE CONC. A. S WMAI FLUSHVI Jobinformation. 4GROUT STD.90 HOOK R 8"xa"x 16" CMU U.N.O. SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR LQUTIONS MS01 I BLOCK WALL REINFORCEMENT )K 9T N N N O O� a 12 r TYP. BOND SEAM a O �f 8'x8'x1.6"K.O. LINTEL BLOCK •p `. CLO +0+ FILL W13DOO P.S.I. CONC. W/1 #5 DIA. CD REBAR • N + O l0 N CELL FROM FILLED INDICATES Fra. T D _ Is s v L1J d to L.• BEAM I #5 BAR MIN. OFF Model Name /Number: ry 2265 N • Plan Issue Date: TYP. DOWEL 25" MIN. LAP( ACI 530) Thursday, September 3, 2020 KA PROJECT NUMBER: FVT 20-6270 Y N Sheet: S �� Of: O N N.T.S. LINTEL PLAN o SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2)'/2"x6' SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 N OVERHEAD SECTIONAL o DOOR TRACK W/ 3/8" X " c 1 1/2" STEEL LAG BOLT cp W/ WASHER. MIN, 6 PER TRACK TO JAMB.IV ° r I (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" °o "J" BOLTS WASHERS SET IN E FILLED CELL W/ #5 TYP. FILLED CELL a MIN. 5 PER JAMB. VERTICAL o ° ° ~ SECTIONAL " ® OVERHEAD DOOR CONT. P.T. #2 v Y , woo SYP 2" X 6" n TRIM o ; r�r; • •• id. ! '' m lattt °bti tet ��` rRt ��. E gym`°� O .. N 2"x6" P.T. WOOD JAMB q ° : C! • m ��` C� E I. @ �rpA DOOR AND CONNECTION PER GARAGE SLAB GARAGE DOOR MANUFACTURER �• I F TYP. GARAGE DOOR a zP Q• TRACK MOUNTING DETAIL 0 ,,`� NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS S S.1 it 0 DETAIL• UNLESS NOTED OTHERWISE g � �T nTIR i L a CD21 ENTRY CMU COLUMN/BEAM N.T.S. MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T. s. le E p p8 N v E�.yEL $q� 168 •O lJL LL IJl Lo Maio NNm . a sSm BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH v �L B�W.iS a K cl 3 ' PERMIT APPLICATION PROVIDE BAFFLES s j s '° 5 8 W ¢ 1119 m° m O - —BLOWN-IN R-30 INSULATION PER ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 T ;Za m m s Z `" o Qa FBC AND FIBERGLASS SHINGLES OR E g.F, J 12 WITH PERMIT APPLICATIONTILE PROVIDE BAFFLES AT EAVES ROOF (PER SEE PLAN OVER APPROVED UNVDERLA MENT " c W - SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA .g 2 ❑ 0 FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING m � u w.wv.FOServc.coM TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24" C.C.. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF w L (9 '- z M • PER FBCR 905.1.1 OVER APA NAILING SCHEDULE) RATED STRUCTURAL SHEATHING PRE-ENG. WOOD STRUCTURAL NOTES - TRUSS ANCHOR (SEE PLAN) - SEE PLAN FOR c Z N z Q TRUSSES @ 24" O.C. (SEE TO TRUSSES PER ROOF - _ _ _ BRG. HT. J N FASTENED a NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL '' " • FELT PAPER OR • ° ETAL DRIP EDGE S o w z N TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE v 2x SUBFASCIA 3/4" PIT. NAILER :: r (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 0R o 9 L/1 C9 ro _ ,v en " - — - — - — - — - — •� SOFFIT. SEE ARCH. 4x4 2x4 POST UNDER EA 1/2" DRYWALL J/ �S w/ E ,-"-METAL DRIP DRIP EDGE 1/2" DRYWALL // CURTAIN NAILER r WINDOWS END OF SUPPORTING BEAM.- KEEP N 3/4AFOR SHEATHING NAILED w/ Sd NAILS @ 6" Y a �( V) W r CONNECT ALL 2x STUD 2X SUBFASCUI I x 4 P.T. @ " LINTEL BLOCK 1x8 P.T.@S.G. D. n O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. ai Ln TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. M 3000 PSI CONCRETE u SEE ELEV. (TYP.) ALL SIDES / (TYP.) FRAME FOR COR- V•\ \ Oo �� \ QO NERS FOR NON LOAD c ° U = c"'•, p ca t o $ r ,. (b : - PLANS PRECAST "U" LINTEL. N SEE SCHEDULE " �. Q°«� a ° " ° \ \ BEARING SIDES NAILED = L �' ' 1/2" DRYWALL SEE PLAN FOR HEADER SIZE / w/ 16d NAILS @ 8" O.C. N o v < °o p0 U N Opw a \ 15/32" OSB EXPOSURE 1 ON 0'H' EXT, WALL W/ ALL EDGES BLOCKED. 1/2" X 8" _-BOLTS \ \ COURSE HIGH A.F.F. (1) CENTERED EA. (TYU a DAMS HOMES MAXIMUM OF (3) • 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEETBI3 FOR. NAIL ATTACHMENT. l CMU BASE FILLED w/ CONC SIDE w/2" WASHERS \ � B � 0 PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4' STAPLE @ 2" O.0 EDGES AND FIELD. r NOTE: 44" MAX. SILL HGT. ON " FILL CELL -(1) #5 DIA. (TYP-) W/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP ED FOR M FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. n REOA 3000 PSI " PLAN AlAl OF COLUMN EVIEW m = PARKWAY ALL CODE COMPLIANCE GULF REEZE,ELO GULFBREEZE, FLORIDA 32563 SHOWN ON FOUNDATION VINYL FRAMED WINDOW w/ SCREEN a &FLOOR PLANS e�'+ �'T, Lt1CIE COUNTY � (G.C. TO VERIFY W/ FLOOR PLAN DIVISION LOCATION: PORT LUCI E LOCATION OF OPENINGS IN v SIMPSON LSTA30 SEE FLOOR PLAN BOCC EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL y w/11-10d TO BEAM FOR BEAM SPEC. ♦ STUDS ARE REQUIRED). �� & TO FRAME BELOW Job Information: n.. NOTE: 44" MAX. SAL HGT. ON f ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW _ a $ WINDOW STOOL r W/ SCREEN CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SILL i FINISH 7/8" THICK PER ASTM u N C-926-98A PAPER BACKED FOIL R-4.1 u i 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL u cNn 1/2" DRYWALL MORE INFORMATION). SEE TB13 PER FBC AND SUBMITTED WITHRGY PERMIIT� 'l EXTERIOR FINISH • IL ('�, G �T'� o ON SHEET 6 (SEE ELEVATIONS) LL FOR NAILING INFORMATION FOR APPLICATION a LID R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25"� 1 x 4 P.T. 530) ABOVE EXTEND , ui > n M AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN (ACT BASE NAILER SLAB. ALL LOCATIONS SHOWN SI MPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 �„- N 3 F WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN w, 1 - / 010d TO COLUMN OR 4x4 POST w/ 2x4 UNDER �/ MM d 2 WOOD BASE MIN, 6" FROM END -SEE W507 POST EACH END OF BEAM - S U W d O FOR TERMITE SHIELD SEE FOUNDATION PLAN i , SEE FOUNDATION PLAN FOR11,L �, m L FOR SLAB INFORMATION TOP OF SLAB _ - SLAB INFORMATION TOP OF SLAB NOTE: BOTTOM STRAPS MUST B ;- ' a 2 X 4 P.T. PLATE , 0 M W 'r--_ . 11 INSTALLED ON INSIDE OFF ♦ Model Name/ Number: GRADE COLUMN. DO NOT BEND r GRADE STRAPS UNDER PLATE. ° ,g �r �' \g°°° 2265 ( PLACE STRAPS IN FILL a ° ° ° \ ♦ Plan Issue Date: CLEAN N o ;SEE PLAN FOR N CELLS w/#5 REBAR ;: u ° " (TYP.)4 COURSE HIGH CMU BASE COMPACTED ,°;? - ,° •H �. RE -BAR QUANTITIES , " , %.. �.° . I .%. ° ,•, FILLED w/ CONC - SEE PLAN FOR 8 -Iff SIZE. TOP OF COLUMN BASE - o Thursday, September 3, 2020 _ 2'-0" AFF ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 16" FOR FTG REQUIREMENTS 1� PLAN � Q •7 20-62 / 0 Y NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS o Sheet: S_2 Of: WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'-0" DETAIL - UNLESS NOTED OTHERWISE 0 L n WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/a"=1-o" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING U DETAILS 8" D BLOCK TIEBEAM W/(1) #5 REBAR U.N.O. WHEN REQ'D RECESSED PRE -CAST LINTEL NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 Qx8 W/ (3) 12d "I TOENAILS EACH END 7/16" OSB W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16' OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO L ffL•41•: •4•: O•L WF01 I DETAIL @ ARCH WINDOW FRAMING I N.T.S. m G � m 1 L4R" 1K° 1Sh (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NA15 COMMON WIRE NAILS (D = 0.14 , L= J") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L= 31/2") OR EQUAL (D = 0.162", L= 31/2") OR EQUAL NOTFR• 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIAL x 51/2" LAG OPPOSITE SIDES OFTH E 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 THETHICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. u STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN ` FULL SHEET FROM BOTTOM OF FALSE BEAM SEE GE05 FOR` STANDARD ` GABLE END FRAMING I V, I � + +I I+ w = +I I o 2X TOP PLATE TO GABLE END W/ 16d ri S NAILS @ 6" O.C. a I J 2X4 STUDS @ 24' O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING 7/1W O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLKNG. TO OPENING G.C. TO O.S.B. W INSTALL (3) TITEN HD. J 2.8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED (3) 16d SEE PLAN SP4 AT COMMON [24" O.C. NAILS(TYP) T FOR.WLL ' I HGT. CMU M M M 00,01 ., r I • • hr 1 , ';�I I CMU WF39 TRANSOM DETAIL AT ENTRY 1/2" 11'-0" R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOS® TO INTERIOR SPACE) , EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 7 AND 7.1 , CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ONLY IF NEEDED. SEE PLAN SEE PLAN FOR BEAM SIZE 2X4SPF AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED NF14 KNEEWALL @ ENTRY FRONT WALL 1/2" = 1'- PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" D.C. pUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 4g"�ZN 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM, w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE W/ MORE THAN 50% OF TOP 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP.",yYY TOP & BOTT. 'y NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. W HEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 6 STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR ' SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. ' STUD TO SOT PLATE: SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32' O.C. 8" CMU WALL NF21 KNEEWALL @ ENTRY FRONT WALL 3/4"=1'- 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. w000 BEAM SEE PLAN FOR SIZE ,7 SIMPSON HUC410 OR 2 ( ) q HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. ' (3) 20's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN A54x 4) (2) SIMPSON HETA20's - w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS %BOTTOM SPLICE TYPICAL BLOCK CENTERED W/ (13)-10d NAILS / OVER STUD WALL Ea TIO COL E NF17 TOP PLATE SPLICE DETAIL 3/4" = V * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS ICINGS 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) 10'-0" - ifi' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH 15 LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) — G ff**OLD DOWN CONNECTIONS OT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE No. & SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (Z) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAM STAGGERED @ 12" U/C FOR Z x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE GiZ69L1U):9.7: SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL 'WD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. REVIEWED FOR CODE COMPLIANCE TY ST. LUCIE COUI BOCC FILE EOP�.-` U µw ip'•• OE��•'t4 d`�a IPIiIIaII��`+. i I� Qom � ro i a a a~n .af �rpl 4k Rk 4k e, J J J I a�a 4=a L ' dw €LLE au+w W�A v°J wmO m O o 2LR mmm 16 3g$ 2 oA o B w'o ❑❑ ❑ r � - WWW.FDSENG.COM �1J Z n 0 N 10 J � a rn r — It) z� � N w u m U ENE , a, S y U mo 0 OQ tom Q!m MS HOMES 77 �. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY RK AY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O z �a c Ln W 0 ` CJ O) �f °l CN i y a) D 3 - co M a) P z 1-�Um 0 a o _I LLJ C, LL Model Name J Number: 2265 Plan Issue Date: Thursday, September 3, 2020 KA PROJECT NUMBER: 20-6270 Sheet: 3 Of: TYPICAL WALL DETAILS ' DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TAN TO BE LESS THAN _ 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 450 _ O.H.UNDER SPACE OUTL0OKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. r 4 _I MINIMUM 2"x4" 8d NAILS @ 4" O.C. WALL AND ROOF SHEATHING, SEE TB13 CROSS BRACING T �� -- " 2x4 SYP BLOCKING FOR SPECIFICATIONS ' (SEE PLAN FOR ` w-' - - -- BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. 2x4 SYP BRA FOR LOCATION) --. =i BLOCKING TRUSS w/ 312d NAILS EA. GABLES 3'-0" TO 5'-11" TALL 2x6 SYP L BRACE FOR 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE c THEN 48" O.C. AFTER. NAIL w ATTACH L BRACE w/ " 12d NAILS @ 4O.C. — ,n - -- 3-12d @ EACH END & °, -- GABLE TRUSS WHEN ' (NOTCROSSING GABLE 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT BRACE OE ASTEN TO CONT 2x4 SYP SPANNING (4) N TRUSS BAYS (W-O") NAILED DIAGONALCE BRA EOTO�OM S LL PLATw/ 7.OdF@ 3" O.C. c (3) 12d w/ 3-12d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS PER JOINT 1ST 4 BAYS) f� TO TOP PLATE w/ N , _ 16d NAILS @ 4" O.C. Y CONTINUOUS LATERAL BRACING- 4 BAYS .T. PLATE 1/2"x8" ANCHOR BOLT o NAIL OVER X•BRACE AS SHOWN- AT 48" O.C. MIN. c o INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE w CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACNG - 2x4 SPF OR SYP MASONRY WALL w/ (3) 12d @ EACH TRUSS WEB. m i ROOF SHEATHING, SEE NAIL TOP OF "T" TO GABLE iO2x4T w TRUSS w/ 2.12d AND 1 3 FOR ATTACHMENT JACK TRUSSES, SEETB01 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON HS w/OVER 10 1odx11/z° NAILS PLANFASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 81/4"x11/2"�•s g"' eetee�,; ,` t'?.RPROVIDE SDS WOOD SCREWS GABLE BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" 2X4 MIN. BLOCKING AT END TO TOP PLATE BEAM / TO GABLE TRUSS w. 2-12d •: CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ `m ;: ti I,�� r�" BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS E NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE . ; 75 C, P P\p ®"�op`'J� `'r•L�••••��m GE01 GABLE END BRACING N.T.S. A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING ° n oy�' o. WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP t .riS(�?P�� H��IIiN 1 TRUCTURAL PACE � G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 rn TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - "" OF HIPPED TRUSS W/ a ~ SPAN FROM EXCEEDING. RUSSE Hip 12d NAILS @ 6" O.C. n MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) a 0 c (2) 12D NAILS MINIMUM (3) 12d T ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"14" SPF OR a SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING G 00 s 8a PLAN Pi a IY � N k � 0 00 m ,3g 2" r L70 4m tl IJi tJi 12X4 BLOKINGT o Qi 9e 4 -" `HIP TRUSS a -N W m$g r' WImS a BETWEEEN TRUSSES SECT. AA N � 21 4 W W fn x sg 8 4rnr4 a u:' $g of € ® a R E_ v 0 0 s Ig$ mt o:mO y ,36 IB �NC -, TB03 HIP / RIDGE BLOCKING DETAIL T.S. N.LL TBO4 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. a aRBEd nrn�5 , W m S �'� ° ❑ O ❑ � ,= WYWJ.Fl)SENG.COM (D `{] m w O 8 TRUSS NOTES: Z Z N a� J 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO AN51/TP1-2014 c N a ~ (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OFACCIDENT IN WOOD TRUSS CONSTRUCTION. FULLBUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD 3E LIMFfED 0 v '� M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY OUT m _� CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.N m h '�� w 9 2. ALL BRACING IDB,CB,BB) SHOWABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL E U _ LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. Q 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT c ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. m c CO 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. � SEE TYP. TRUSS BLOCKING DETAILS o SHEATHING 3 TO 4 TRUSS x4 AS SHOWN ._ C y a Y C ALTERNATE TRUSS SPACES DIRECTION M RUS 3 -6 ID AMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. BE (2)-1 NAILS 1 c m W/ (4) 12d TOP &BOTTOM OR H5 SEC ON TRUSS TO E TRUSS OR (4) 12d TIN PLACE OF (4) 100 TjI FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED RAFTERS GREATER THAN 8'-0' B-B 3000 GULFBREEZE PARKWAY SEE srRucruRAL NOTES AND NAILING a GULFBREEZE, FLORIDA 32563 SEE PLAN OUBLE TOP DOUBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS t DIVISION LOCATION: PRE{NG. TRUSS SECTION B-B VARIES W ROOF - ~ SEETPLAN UD ALL ST" L�/�[:. SLOPE PORT ST. LUCIE \ I3V'°"' V Job Information: CONV. FRAMED RIDGE \ / \ / y MAY BE NAILED w/ MIN. VERTICAL SCAB 2X0 #2 \ 2X4 SPF BLOCKING / \ (4)12d WHEN IT LANDS SPF 48' O.C- W/ (4)12d \ BETWEEN TRUSSES NEXT TO PPE-ENG. TRUSS TOP &BOTTOM OR H5 OR 2x8 BLKING. NAILED @ EACH \ \ @ 48" O.C. MAX. SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d B REQUIRED w/ 12) MiS12'S REQUIRED @ RAFTERS GREATER \ \ / N THAN 8' D" 2X4 SPF BRACE \ y \ @ 48" O,C. - NAIL w/(4) \ COLLAR TIE \ 12d AT EACH END & `� EVERY 3rd SHEATHIN RAFTER \ \ ALTERNATE DIRECTION \ P O CB \ c] 2%4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) LL C @ EACH END, CONT. EACH BAY iB / / TRUSSES LO p B 2x4 SPF w/ (2) 07X3i/2' ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN .� w U BLOCKING OR HS @ 48" O.C.aQ) = N) PREENG. TRUSS / / > pT 10 U a-i N CONT- ROOF SHEATHING AT TRUSS TOP \ c STRUCTURAL SHEATHING AT ALL HAND FRAMED AREAS P. TYP. \ \ d SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ /00 w e 2X4 P.T. BLOCKING BETWEEN GO NAILS @ DIAGONAL L WOOD 2X8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-O" ON CENTER \ \ / / { 5 y m GD LPL J In v / v' TRUSSES W/ (2)-12d ATT TRUSS \ /\ / 2X4 SPF BLOCKING EACH END MAX iHF 2xs RAFrefts @ 2'-0^o.c. BETWEEN TRUSSES n Model Name / Number: _ MAX. w/ (3) 12d COMMON \� @ 24" O.C. MAX. W/ WALL BELOW TOENAILS TO RIDGE BEAM 4XF RAFTERS SPANS LESS � \ / \ (3)12d EA. END (TYP.) / , \ 9 2265 (SEE PLANS FOR TYPE) o O.C. MAX W / (3) 1ODOR SEE PLAN CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD Plan ISSUe Date:. T & B CHORD BEARING SUPPORT Thursday, September 3, 2020 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING N SEE PLAN FOR MORE SHEATHING INFORMATION m 20-6270 Y 2x4 S.Y.P. @ 16" O.C. s Sheet: Of: N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N•T.s• TB1N.T.S. 5 EXTERIOR NON -BEARING WALL DETAIL fl ROOF FRAMING Q I AND BRACING DETAILS Maximum Fastener Spacing (Jambs, Head and Sill) r� n THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. r� SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3" .. 3n 3" 3„ Mt"3'- - _ E J 6„ DOUBLE DOOR W/ SIDELITES pA /E m PACE VENLY 6' E SINGLE DOOR W/ SIDELITES J E 6' 3" 3" 6° DOUBLE DOOR LOCATION OF BARRIER TO BE V-O" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC, PIPE. N° TOP OF SLAB iy a r 09 Z I 'll III °I I - Ir - If I o z I 16" MIN. DIAMETER CONCRETE FOOTING SPACE EVENLY m Pie ' Linevalley by centering It jo36" wide Teeu Win 'Guala rootirBS Ingle aynronl alent or to r'R% Embed each Ina 2- Wide Cut 2" the¢¢.o."yY at oYSe• of Vlm g IV -- " SEA NT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS.6 PER SHINGLE. OBck a • �� Ali De°µ /� O g\ORL 'BP dnCout� �WSe o�Wse � E lea E 0.V, 3r ZBL Coutae 1�`GB�e � 7" s to use In 5t1Dme / out shingles 2- back from valley Pertains SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) FXTER. WALL FINISH AND EXTENDING MINIMUM 0 ABOVE 6" x 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING COT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF SHINGLES FLASHING CO T.-V FLASHING DETAILS 6" HORIz. NOTE: THIS DETAIL IS REQUIRED FtwsHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET 1 KNEEWALL INTERSECTION aver t ee Be if drip used foot INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW 'aA' 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 WDW, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD."TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY it JAMB MIN. 4" FROM END AND MIN. 161, C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X W0 b FAAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &SHEATHING EXT'ERI(3R FINISH BY OTHERS PERIMETER CAULK BY OTHERS 0A. WINOOWl HEIGHT EXTERIOR 11/2" MIN. EMBEDMENT ^-- 8 WOOD SCREW TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/4" MIDI:' DISTAI+ 1/4" MAX;' SHIM SPACE Y905.2H5 DRIP EDGE. 'ROVIDE DRIP EUGE AT _AVES AND 4AKIeS OF -HINGLE ROGFS. OVERLAP TOBE A MINIMUM Y311 t76o"i. SAVE DRIP EDGES SHALL EMEND V'n BELOW SHEATHING AND MONO BACK ON THE -DOF A MINIMLM OF 9n. DN' EDGE AT EAVES SHALL BE PERM17M TO BE INSTALLED EITHER )VFR OR UN31R THE LNDERLAYME VT. IF INSTALLED OVER THE UNOERL%WENT THERE SHALL BE A MINIMUM gin W OTH OF ROOF CEMENT INSTALLED �Munising Fin _ rateflor Vier, of I r II Rzai Wridow IF T71 Wall Framing; a2 Swum/Pine/Fir Orb Silicone 110 x 1.1/2" Screw Minimum penetration 1 3/8' CROSS Section V iew EMerior Sheathing ..Lb Wu _�;�_ .. 1. -rn arorel s:.'L.;°m smGow, nc Du4iae wrap may l)e yxeletl bate fa insGu`Tlon, bvt Gyse �e ur„, t: e.=x+ap to prated thenieefcc (rcrn scz' i,eS-M,11Aher damage a-r2if<mnshs,d*I tE WMP'LNe. Step 1 Measure to be sure the opening is 3/8" to ur larger than the window she both vertically and horizontally. A YOU may Bad, to Predrill The installation holes in Ind fin at this Rene LaRepasid Me holes M The pu,,mfivil, fig as Bar,are/aX SMD 2 Apply a generous bead of silicone to the backside of the mamtlng On. Use enough s8irme to sulOciently, fill all voids between the fin arid the wall Meathang. Step 3 Insist the window Into the opening from the outside, The window is labeled "hNde" and "oul5de', M8 if These labels have been removed, the gluing bud slbuB abr be to the Inside of the building. Step Install shims under thesi8,adjust; them until the urn Is plumb In the operang. Shins should be katalled under the sill every2 MM. The wlndmv amid be basically centered In the opening with ro more than 1 4' gap between the window and wall framing. 5 Installaa10x w/2"ahxew 4"fromthe camerof to fin steach end ofthe head, sib and bothjambs, S46 Insall the remaining fasteners In rmonamens Room the caner, screws M the center of each frame member. Use amGOT toOver- _ tighten the screws and pull Them through the fin. Aim, make sure the screws go in sbaght and do Got muse the frame to bow. Wail framing should be a minimum of #2 Sprucel"Fir Le M1,Of EaMehember .'• 38" 2r ,2 w28°"F'SAI y 42" 80" Sr W 74° 82' 80" 98" Number of fiastahers 1 3 49 8 7 B g 10 13 1 12 1 13 Step 7 Remove ewes silicone -squeeste our from around the fin and inspect for holes Or volds. Use silken to MI any voids. Step 8 If dealred, a foam Insulation can be applied W the interior M between She window and wall framing B applied, dusmwstbe the NONEYFANDdyG IYFtFOAM. Step 9 Sens these widows are typically used In rooms with high moisture, is; bathrooms, it is recgnmerded that the interior gap bemreen the window and wail framing also be sealed with silicone and bow an as not to Interfere with the installation of waleoard, file atom. Step 10 Dnce all mnstruptlon is complete, remove the bubble wrap from the Inside and outside of the window. If necessary, clean to oia➢s with a nild deseneM and warm water usina a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: i 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: t Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: I ; 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS" " i , Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R•1 Products Inc. I "Off -rid event"FROM EDGE AND 4" O.C_ TYPICAL MAX, , ROOFING UNDERLAYMENT: I 1St Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R8 PROTS 0 S S TURATED OR DIN C ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choice ; Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH In) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30,0/-32.0 CLOPAY FL15279.36 a3W7 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU CORP. FIBERGLASSDOOR GLAZED I INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" IrAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 THERMA TRU-CORP. FLUSH FL20461.19 ? 2nd Choice +67.0/ 67.0 OUTSWING ANO MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1 , TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. ' THEREAFTER. TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/-146.3 The Tapco Group 7" Staggered INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 1 Shakes NAILS IVY' LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N A 2nd ChoiceSHALL BE BEYOND WALL DRESSING Windows:) 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 c Single Hung (fin) ANCHOR WITH MIN. lab" EMBED TO ALL FACTORY DESIGNATIONS WRH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS nr rnirrin,rur i-fu —oonu-...... �., �....�.. �.�_.. .....,... 1,,..,. c Arran Adl WINnn%AlC 3540 SERIES ,-� .�°.��., .,.. c , Mullions: 1st Choice MI WINDOWS M-1926 Vertical FOR MFullion 3,116" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO( TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 U BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WI DO S WITH MIN. lz/4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULI 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROV 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED SOLID SOFFIT VINYL 1 112" NAILS 10" O.C. IN DIRECTION OF SOFFIT LENGTH Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP'/4 -20 MALE PANELMATE W/ t/4"-20 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 12'k" O.C. BOTTOM SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 561-26 Name: TODD M. BORN Certification Number: FI. # 821.26 Name: Luis Pablo Torres Certification Number: A. # 87864 I I , i tS+Z� �I R <\, + F�. •'�N °G" .. �e .* i, O N O JQ r 6M � of s. I A ,,,,,0P,, LLo �\O��vgo y I I Z L F— a g ID v N U12 Is `D € 8 Q � r" 4t r" � 1 $ oa"a' # �.ItiWZ 1 N� t 5 fa jN� W �o $, q 13 all" v5 w w .m ' � 6 3 z 2 else, = O EC all -ZN ore d i L s 9IR1 Ul ® CLI L a rP 9. sZi ; r¢ 2'A WW TDSFN%CGM ❑ 0 ❑ �i , z o 10 I N Z N {DO ro C ri Ww t o vTin Om w c ! Ur) � cm 1 NO ~ '5 GO 6 $�0 c �a c �0 o Ago A DAMS HOMES r. i i FLOR}17 tdOkTfQ06 LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY 1 GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: B d a W 7 T N LO ,_ 0) U M fe pJ FL 18504.1 1M 15804,2 z i N LLJ 3 E N < a FL18644.3 R-3 � N 0 m cn toDO 2) � Model Name /Number: FL16503.4 R-3 2265 S Plan Issue Date: FL16293.1 a Thursday, September 3, 2020 a mVI KA PROIFCT NIIMRFR- 20-6270 T n Sheet: Of: N S-5 N MATERIAL 8 REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH �, RESISTIVE BARRIER & WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS -- SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior Welk shell provide the building with a weather -resistant exterior wall envelope. The exterior /WEATHER WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A waterreslstive barrier k described as a Pi RESISITIVE material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior - BARRIER s WOOD FRAME CONSTR. SLOPE covering from further intruding into the exterior wall assembly. An exterior wall covering Is described as a material or TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING By LAPPING SELF-ADHERED FL BEAD OF CONSTR. 3 ADHESIVE ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in C SELF -ADHERED FLASHING H I N G assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, Insulation, Or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, ' WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. Pss"uulvwwn,rxl OR EQUAL WEATHER PROOF CAULKING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such WEATHER SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2Inches RESISITIVE BARRIER ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mal Where Joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material SEAL TOPS OF JOISTS shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the UNDER DECKING INGWP0 SUBFLOOR requirements of the exterior wall envelope as described in Section R703.1. SELF -ADHERED FLASHING (SEE DETAIL R703.7.3 Waterresktive barriers shall be installed as required in Section R703.2 and, where applied over wood -based WIRE LATH Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST Grade D paper. The Individual layers shall be installed independently such that each layer provides a separate 1. Cut, fold up & temporarily secure weather Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703A) Intended to drain to the water -resistive resistive barrier above headerto allawfor flashing installation numbered items in the list of instructions below: banter Is directed between the layers. 2. Self -adhered flashing plus head Dashing under weather resistive barrier .1 BUILDING PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to 3. Fold weather resistive barrier back over head flashing and seal with tape 2 1 2 O 2. 1 Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper or greater then that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING W P 02 CEMT. FINISH SILLI POTSHELF/ CHIMNEY SHOULDER IWPO3 scoring cues used as flashing shall comply with AAMA All exterior fenestration products shall be sealed at the Juncture with the FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and h711. 0 20 INSpp or greater for proper joint wall with a sealant complying with AAMA $0012, or ASTM C920 class AA adhere to substrate using a square piece of flashing material (6" x 6" d rdGrade expansion and contraction, u ASTM Cashing AAMA 812, or other approved standard as appropriate for the type to sealant. expansion Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 734. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: EXTERIOR SHEATHING -� 3l4"-'I" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT ADHESIVE ADHESIVE 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door Openings shall extend to the sulfate of the THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. UP JAMB 6'. USE LIQUID NAIL BRAND FLANGED WINDOW (SEE DETAIL WP01) tight to corner Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING 8. Mechanically fasten as necessary shall be Installed In accordance with one or more of the following: LETTER ON CHEMICAL SCORED COMPATIBILITY , RELEASE PAPER 3-1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed In the ` • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6' RELEASE PAPER TO EXPOSE flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and FLASHING VERTICALLY FROM ADHESIVE As ssowK> door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the BOTTOM OF exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall + THRESHOLD MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. x e SECTION -A NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FLASHING Q 2 2. At the intersection of Chimneys or other masonry construction with frame or stucco walk, with projecting lips on both z SELF -ADHERED FLASHING 5sides under stucco copings. NAILING FLANGE 1 O 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT - 2 SEAL TOPS OF JOISTS UNDER DECKING 0 6 4. Continuously above all projecting wood trim. BOTTOM NAILING NGVER FLANGE 8 (SEE DETAIL WP07) 2 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. B. At wall and roof Intersections. SELF -ADHERED FLASHING V�/ P 04 SELF -ADHERED FLASHING /� /p o I� SELF -ADHERED FLASHING �/ P 0 6 7. At built-in gutters. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK V V INSIDE CORNER SELF ADHERED FLASHING DECK PROTECTOR �,_ Yi-, SHEATHING S.. . Cement Plaster 7/8" Cement Plaster in a in accordance with in accordance with ASTMC926 ASTMC926 SELF -ADHERED - -- FLASHING PATCH ". - `. Fell backed metal :. .. Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 DECK PROTECTOR (, ' �• ' Building Paper Building Paper - ' 7/16" O.S.B. B 7/16" O.S. . %; ', sheathing �', sheathing DOUBLE `- ' - Keep ep top edge ' SINGLE % ; JOIST JOIST SELF -ADHERED FLASHING , , , - Metal ', - "-, Flashing _ 0 weep screed � � �q SELF -ADHERED FLASHING ' / t - � , , 2" below top of block r� 3 1/2" 2 ' Unperforated 3" MIN 4 Flange 7/8" Vulcum Weep Screed cauk bottom O 5 joint only ' Maintain Metal Flashing Bottom of 2" Unperforated 3-1/2" SELF -ADHERED FLASHING W P07 SELF -ADHERED FLASHING AX W P 0 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN \ A / 0 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE V V P Wee p Screed 1 1/2" to 2" Flange Weep Screed \HO.8362X;DECK JOIST OUTSIDE CORNER V INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" Cementitious Sheathing Decorative Finish b • • u, All inside and outside corner will ° need to be miter EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster butt joints need to BUILDING PAPER in accordance 4• 4 ' becaulked using SLOPE - SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm: 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR - CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement Plaster Finish SELF -ADHERED FLASHING Block WIRE LATH .. 21/2" Perforated b, Flange 1/2" Weep BUILDING PAPER Cement ,•o, Screed BUILDING PAPER Plaster over block l st floor EXTERIOR WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 O Note; The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 1 0 SELF -ADHERED W P 11 �/��p CEMT. FINISHED FLASHING PARAPET WALL V V 1'"� 1 2 the Weep Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT FINISH WINDOW SILL N S g ? i W VN Nsi LL LL IJi -2fmhi hi s m'-Nti �hMM.o Q"9`aLL5 W fl "8�sli Z���a' aww Z Z �O WV S@n �HIm m m $aF 2 m ¢ ? a N WNN'.FDSENG.CDM ❑ ❑ ❑ O - o 0 Z N Z Y - L Z r• C4 [ try m � LL w o - o m Ow c UI to ZD m UJmE W 0 U am N U NVY nnfwc ur�M�c i FL641DA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: �o i ``y /��/ i W O z z Ln - W Ln o U M p m m a 04 3 o ' 0 J W Z)m o aD u m i V7 Model Name /Number: 2265 V Plan Issue Date: Thursday, September 3, 2020 m KA PROJECT NUMBER: 2"270 Y 2� Sheet: W P Of: N WATER PROOF DETAILS 5" bath duct to roof cap w/ standard70 cfm both fan 5" bath duct to roof cap w/ standard 70 cfm bath fan UMrLASS 1 s4 ,�ritrrr�rr_�—� �::�� i�rrr►!""�ii�iuyrrltrru�nrrrur�k�;—r=�ru�iw� I • i °ti ��RESSIM i� w �I i � - w w w F IN 55P- O• 85 In 111 �+I; a —i• - w - w : ; 8 • • • • YY' 1 • Iv/.1IL i i4� I� .;f1 bxi.1 rag i • j ,-,! ; •ir - !�V_ • 1 • 1 •1wcd 751L I •11 • v IV - - - .• �€ • 1 • .. 1X1 • rag85 — oil • • • p � , - 1 A • HIP TO1 �t • = a t 11 w 12x6 1wcd r • ' � w i �tf L! V ter..�r - pp _� �_ E■ - w w F 1—�lr1.�i�1�L3 r ���'�: �i rrrr =In• `"`u•a••fcrs ear-.aaru� 5 bath duct to roof cap w/ standard 70 cfm bath fan kiLASQ�BV. ,i ��E2� 3 iLirsulariA.a�v • f 2x4 BfM1AINL3 wnLL 42X42 A/C SLAB } RAN8, ABV C, r, 1a o. o.�a s.a. { EELEV. ;, A BY BLDR MIN _ tip" 4» dryer duct 11 1 , 2 FROM WALL to roof cap Ra0Frk5 AFJV w/dryer vent box T (2) 2x22 .______________, d7T1G LGGE55 t iLG•GA'M M FIk7.G i �d" COL BASS --------�--- -' 5" bath duct- _ to roof Cap NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED w/ standard 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS 2 CA-R 6ARAGE 17 Transfer ducts/grills sized in compliance S0"Clc cfm bath far I ht g with Florida Residential Building Code-M1602.4 - balanced return air. EXCEPTIONS 1-3 Q-T. — -_____—_ - ,.. —. �-- e 3.0 TON W 5KW 0240V 1 P 18x13 leh 1 ` € i - E latform b P Y ' Z GA A DAIS c AREA CALCULATIONS 1 bldr 1. 11=1 . 0 11 scale .1 4 I 1 $SIRE ilVf iuR6aR 7MSF f TtlrFkl l [�`.1 21iB1 S f 4AR�If3f +176 � r COMtiRf1} E.`{ifL'( fLWri} 568 F. CaYi#eSaa F'!LT[7�LJ�hJ11 Im J F. TMAL.WAY [#JY "1' K" 3MI JC r- ` ,.. 16x 7 0YERIlDrI DOOR FL0011R PLAN SCALE: 1/4- =1'-0" � O �..CID CZ S� o U S S � 0009 AINr 00 Mom as 30N -IdW0o 3110100 Ho All U3M31A3a LJ V / Z LLJ 0 0 Cn = N LU (n FILE COPY Q —i0 L1 ® L � I / m Q '0 N ON O U) 00 pp W > Z Z o LU � O Q [if 1/�1 M �VD W li -j ) C) Rating ust ;have a minimum clearance s around the air handler per the State Energy 'code. ct has an r=6 insulation value.