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HomeMy WebLinkAboutBuilding PlansTERMIP I I IONS: STIR CTURL NOTES: STRUCTURAL SIGN CRITERIA INDEX I� DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TIT[ ,.: - TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPI. I ED PESTICIDES, - BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 PLUS OR MINUS 1", AND HAVE TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63: FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVETREATMENT, , A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS bFALLI,TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: `THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31&14) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 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 6", OR POLYPROPYLENE FOR SLABS ON GRADE TO,BE MIN LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE • (ACI 301-16) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERV CES.' THE FIBERS .75 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW ;DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE. POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BORA-COR USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION.E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. - AMERICAN SOCIETY OF CIVIL ENGINEERS; ASCE7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F' OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 1. CODE REQUIREMENTS: IT IS THAT ALL WORK SHALL CONFORM TO THE THE IS THE I 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN.24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.L. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED ITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONS7. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. STRENGTH OF 2000 PSI If m = 2000 PSI )- INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM Cl 63, OR ASTM C1787 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOFTRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 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 WOVEN WIRE 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 CIA OR LOFT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE.CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE.. ROOF RAFTERS (W/O.CLG) LL/360 TL/240. STAPLES, SPACED IN ACCORDANCE WITH ASTM C1003 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 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 FLOOR IJOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN R703.7.2 PLASTER. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF B. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 318.14. *•* TLMAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER 1.0. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL, I� A GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE R703.7.3 WATER -RESISTIVE BARRIERS. TOP CHORD LL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 7 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 TOP CHORD DL 7 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE. ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 SO N ACCORDANCE WITH SECTION R703.4 INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS I ) 3- ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION .(INSTALLED DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37. 45 55 BOTTOM CHORD LL (OPT) 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND T0: SELECT' APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE,.ACQ-C, ACQ-D, ATTICS W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTIR`0226 FOR TYPE 1 CBA-A OR CA$ REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 50 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOODEN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LLAAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATERIRESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETf�ATIONS AND _ _ PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F V5 LAYUP 1.7E Fb-2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN. NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/CG GROUP 1 APA RATED (48/$ FLOOR SHEATHING: T&G A-0 GEXTERIOR OR OSB �I 4) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICAWY ATTACHED WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 115/32" RATED OSB EXPOSURE 1 ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO A TOP CHORD LL S 4O (P F) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124MPH EXPOSURE CATEGORY B.: BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING C D 1NG 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 (- )VALUEDENOTESSUCTION DIAGRAM AREA 4O O W '127.6 (+) 27.6 10 (-) '29.9 1-) 37.0 {+) 26.5 (+) 26.5 20. (-) 28.8 (-) 34.4 s 50 (+) 24.8 (+). 24.8 (.) 27.1. (-) 31.1 0 (+) 23.4 (+) 23.4. 100 025.7 (-) 28.8' 44,10 DIAGRAM GARAGE DOORS* SOFFIT 9'•0" x 7'.0" 16'-0" x T-01' (-) 51.3 (+) 24.3 (+) (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. *.INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR. PERMITTING. 1 W 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 HVAC I i a,.etvltlnuHiq OWN 5� Vsiej'}'ROa=E��tO� rIt'I' if 111VIlttt",,\ F I ti �..0 Eg g2gg w. W W 1`(arc $ LO c0 r p Jm sJ• a S.M. U�O NjW LL LL LL OJ � FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 1O (PSF) - -0 " Jy r z. INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES m�I I a'��$,� Lq a -� SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES I ° IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) y rn 0 BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER LL s % Q Z ° 3 a o SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN SPECIAL FLOOR LOADING g £� ¢ 0 PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEA WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS w g5 `mow 1/tRm m O J 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. garX Z� a C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: a @ L J a k MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND - WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) '0 10 0 ° TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) d " s W APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) _ _ ¢ ❑ ❑ ❑ THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS:$ ww,a FosemG.cau • EXTERIOR WINDOW/DOOR OPENINGS. CiBRREADI • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) 0 2_ • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 7. PRE-ENGINEERED WOOD. TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF)" • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS; TRUSS. LOCATIONS, z o m • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) ' 200 (PSF) Z N g CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP: (f) 50 (PSF) G 0 • AT WALL AND ROOF INTERSECTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.. SLEEPING ROOM 30 (PSF) T" P- • AT BUILT-IN GUTTERS. STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTESOr 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG Nre THE TOR TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A IC3 w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. T (,,,)MORE INFO. © FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: _- 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. �,/~ It is the Intent of Designer/Engineer listed In the tltleblock of these r o g , ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN.. documents that these documents be accurate, providing Licensed ai I 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" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error, The Builder and all subcontractors are required to v 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 < N o a �m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. thecommencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO C URE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DAMNI 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT.1N CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the III TO FOOTING). s CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions roux Quality the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION Y BE SUBSTITUTED WITH (1) STEPSON MTSM16 TWIST STRAP W/ (4) 4"x 2'A" TITENS TO information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY ANDACTO d NAILS TO LL(2)TRUSS FOR UPLIFTS LESS THAN /4" LBS (USE (2) STREWS FOR UPLIFTS LESS THAN TENS O. IF CORNER STRAP IS Assurance Manager immediately. r/ backch with will dv considered MISSED CONTRACTOR TO INSTALL f2) STEPSON HGAM10 W/ (4) 1/4" x 11/2" SIDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OFTRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for relmbursament by the Deslgner/Engineer without advanced 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY 71MEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. VI Job Information: 16d x 2-1/2' NAILS AND 5/W ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTERI I S -_ DATE DESCRIPTION REVIEWED FOR �-- MAI CODE COMPLIANCE LO x,. DAMS HOMEJ III LIV13 ST. LUCIE COUNTY M Ot Northwest Florida BOCC � N m (L �7.i Z 11i ti a ® J LLJ J00fn(n ® Model Name / Number: ® Plan Issue Date: �I■L CO{� Tuesday, June 29, 2021 P VI KA PROJECT NUMBER: MODEL 3000 21-4889 Sheet: A Of: I COVER SHEET (2) SIMPS01' MSTC 28 EA SIDE (TYP.) STAGGERED V LGT3 SDS 2.5 IDS -tA" x2th" W/ KING AT 24" fH _OCKING TO DILL REQ. S SDS 1/4" x3" C_ NAIL SPACING (4) 2x6 SPF (TYP.) IHDU8 - SDS2.5 W/ 20 - SDS 1/a" X 21h" (TYP.) 1 HEADER COLUMN DETAIL 1 / 2 1-0 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 241' MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8" —REINF. OPTIONAL CURB FOR VARIES GRADE SEE PLAN MASONRY* ELEV. 0'-0" ^ *+r •— F.F. _ — W/ (1) - #5 BAR CONT. M x Lr_.M ° - 2 STORY: 20" X 20" • ' •• REINF. ( W (3) - #5 CONT. 16" (2) #5 SEE PLAN REBAR 16„ , (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2" "-0" F02 SECTION GARAGE 1/r -r-o" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF REINF. SEE PLAN_ _F F. SEE PLAN F.F. W ? W e.� - iF . x 8 (1) #5 REBARI•- N 20^ (3) # 5 REBAR ,��'NoXIOIIII! 111 d;P�,i FM03 THICKENED EDGE 1/2'=r-o" FM08 2-STORY FTG. 1/2"=1-0" �` �� "" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. P «f NS E IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR ��� G �� w MORE INFORMATION) Q PROVIDE 13" WIDE FRONT WALL Q O' RECESS AT GARAGE OF GARAGE r U ', g QZZ �P DOOR. EXTEND 6" BEYOND 0 F.O.M. EACH END, TYP. GAR. FIN. FLR. .x� �•�'•• ,,,•` .w-n_..:.�_. —. f,, • " 'QOF E SS\O \\� /fillINlit o ALIGN DRIVE W/ BOTTOM OF : F (2) #5 REBAR RECESS & PITCH DRIVE N ' e •',' • ' 2 STORY: 20" X 20" a 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - 05.CONT. F2 STORY: 20" X 20' JOINTS 10" O.C. TYP. 16" W 3 - #5 CONT. H (2) #5 REBAR 3 FM09 I SECTION @ GAR. DOOR 1/2" =1'-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 MORE INFORMATION) u _ e m � o E ~ m g gPgIC103 F tp m n SEE PLAN 4 g� EE PLAN 'x.--•.• —�,T� 8^m i'i Ti OOUN �._NN ,k1 aPJ��gJN�L WJ �- I Y " T Sn 4" �� 5g�3 �4" 16 4'2 #5 REBAR 2? $ S gFM11 STEP DOWN BRG. 1/2"=1-0° FM12 STEP DOWN NON BRG.as� Wcai a SEE PLAN www.posevc:coN ❑ ❑ OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" G , d ' TYP. SEC. Z m ELEV. 0' 0" WITH S„ CURB _ (1) #5 BAR CONT. (G.C. VERIFY) oo Z N p F.F. REINF. D yy IL J J t. T• _ _ (SEE PLAN) a 2 #5 CONT. a N INSTALL LINING ` *.--.x u 2 #5 BENT BARS W/ —1 MATERIALS PER °.; N m MIN. 25" LAP SPLICE m IF�•JI FBC-R P2709.2 kn MUDDED FLR. 16„ IX SLOPED TO DRAIN MIN #5 CONT. V — FM14 I SECTION @ RECESS SHOWER 1/2"=r-o" FM1$ TYP. STEP FTG. DETAIL 112"=1'-0" 0w ALTERNATE: REINF. 0 8 THE REINF. BARS SHALL BE GRADE 6 " #5 CONT REINF. SEE PLAN �. CONTINUOUS AROUND CORNER _ e r` m • SEE FND. FOR (J h BY COLD BENDING THE BAR WITH QUANTITY olp MIN. BAR LAP OF 25" 45 X 25" X 25" CORNER BAR ONE N FOR EA. HORIZ. iN ~ DAM HOMES REBAR, TYP. U,N.O. (2) #5 REBAR 16" FLORIDA CONTRACTORS LICENSE NO. CRC133O146 A/C CHASE z sroRr: 20" x 10" 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE W/(3)-#5CONL GULFBREEZE, FLORIDA32563 THRU FOOTING DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/z"=1'-0" FM23 TYP. %10BVeT aNANCk 1/2'=1'-0' PORT ST. LUCIE STEMWALL SCHEDULE COUNTY VI Job Information: FOOTING DIMENSION MAXIMUM CC STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY I IN STEM WALL 0'0"2 0" 8" 10" 16" 20 W/(2)#5 BARS <674# 61b" >2'-0"3'4" i(Y 10^ 20" 24" W/ (3) #5 BARS 674# 5',4" >3'-4' - 4'-0" 12" 12 32" 37' W/ (4) #5 BARS 845# 4'-0' W/ (5) #5 BARS CONT. >4'-0'-5'-4 161,16" 48" 48" 1182# 2`8" - & #5 @ 18" O.C. TRANSV. IN Lo c SEE FOUNDATION PLAN t 4 FOR F.C. SPACING ABOVE U SLAB LEVEL a 3 NOTES FILE COPY M 1. VERTICAL. REINF IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS WALL �/ " M INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS AND AT THE MAXIMUM I'- e U W ~ a a SPACING STATED IN SCHEDULE O J W cn SEE CHART ASV. -MPx. F.C. LL n 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB J M SPACING (O C.) i e N STEM WALL SH CAN NOT BE USED AND n "; WALL WHEN M EXCEEDS 4'-0" FIBERME W.W.M.TO BE TIED TO #5 '�VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO ® Model Name / Number: CONT. REBAR n (1) #5 HORIZ CONT TIED TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0 INTO SLAB/ STEM EA. VERTICAL REINF BAR EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR 0 STEM #9 CONSTRUCTION FOR MORE INFORMATION 3000 WALLS GREATER THAN 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0' : - FILLING IS TAKING PLACE (1) #5 HORIZ CONT. TIED TO " - x Plan Issue Date: EA. VERTICAL REINF. B „ .16" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0' LEGS IN KNOCKOUT BLOCK 016" RN GRADE B" MIN.. + v .c. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" Tuesday, June 29, 2021 TO TOP OF _ b • TALL (TYPICAL ALL CORNET% ® KA PROJECT NUMBER: STRIP LTG. ;®,�•;,.c, 6.IF STEM WALL IS WITH IN 5'->OF POOL OR WATER. FEATURE FOUNDATIONS - 7. ALL STEM WALLS GREATER fiHAN (4) COURSES SHALL BE FULLY GROUTED. IN M12" CLEAN FILL o?. $ 21-4889 m MAXAx 12" LIFTS S. R403.1.4 MINIMUM DEPTH, EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS 1 'R®O STRIP FTG. W M REINF PER SCHEDULE OF a Z "MIN. COVER a *SEE NOTE 5 THAN 12 INCHES ( 305 M) BELOW THE FINISHED GRADE OF GROUND SURFACE. Sheet: Of: (3 SHOWN WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R4031.4,2, 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0- TALL. FMASW STEM WALL SCHEDULE NTS FOUNDATION DETAILS 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 = 3,000 x 3 = 9,000 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 UGHT'G & RECEPT. +APP. CIR. = 37,750 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 27,750 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 27,750) = 11,100 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE -= 41,100 WATTS DIVIDED BY 240 =AMPS CALCULATED SERVICE AMPS = 172 ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) 2,$„ USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. ®s I NSTALL FAN INSTALL FAN BOX PREWIRE BOX PREWIRE , I WP GFl i 220 I \ GFI LI rI--� IGFI F i n LI — — J ll I l r r {_D�Q_� i --- I "? FAN I —� - - - PREWIRE u� I/ I `GFl - ---- -- - GFI \ GFI; ---------------------------------------------- GFI _ - GR ,I , r I r ISP I ) I I GFlI ' / r fI FOR D.W. I I GFIl l r GFl FI ; 00 GFI A GFI(j) 220 FI GF cc qp a FOR HOOD 220Ld W.H. c U •-------- LLuu LLJ a I \ ATTIC ELECTRIC w IF REQ'D BY CODE ri ' 7 .� II `\ I \ GFI Ca Y GFI 42" YY \ FOR GARAGE I DOOR OPENER I r IMP / GFI I i , _Z__ _ ' — " COACH LIGHT HOSE BIBB ' I ' r r COACH LIGHT -'- - — - — - _ COACH LIGHT y HOSE BIBS / I I I INSTALL FAN CM /BOX PREWIRE i - WP GFI I I I I I I I � I I � � --- - - - - -- / C CM 6r 11 ATTIC ELECTRIC / \\ IF REQ'D BY CODE P-"I�INSTALL FAN INSTALL FAN L11 BOX PREWIRE BOX PREWIRE ED ELECTRICAL PLAN SOALE: 1/4" =1%0" 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 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 CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). S. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES 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. 9. R315A.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH'R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH M SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %f `� FLOOD LIGHT $4 FOUR-WAY SWITCH L// IIJJ tDM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE�D- LJ n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES # WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET q�_ DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL FTVI T.V. CABLE OUTLET I DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J I JUNCTION BOX p WATER PROF LIGHTING O RECESSED THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM L.E.D. DISC LIGHT Mal® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYp•�yp�I �yI'�] /�y SAME AS UNDERGROUND WITH ELIUMi f OR 2001 AMP SERVICE 90I MIRMANCE s 1 2"Wi lE COUNTY METER MAIN BOCC DISCONNECT 200AMP, -A/C DISCONNECT UNDERGROUND SERVICE BV POWER COMPANY #1COPPER TO LIGHTOUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL. # 10 COPPER TO WATER HEATER # S COPPER TO RANGE INTERSYSTEM #BTO HVAC BONDING TERMINATION #.I GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD WI MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL AL AND APPLICABLE PROVISIONS I AS STATED ON STRUCTURI SET LOCAL CODES AND THE LOCAL POWER CO. I\�\\xN 9.OrVyN \o ... s t� ap Rx. ." fungHptN @ m i F i gas. 00 �B o2 m 00 a ci ci gg 1" In m I - `if m? ��C6 W @ o I"Sw LL ry kY d a k 80 17 0 920 n s ❑ ❑❑ F. R NMM'.PJSEN�.CIX�1 O Apft o N m Z 04 v) M O 0 ce c In d V) = T[s - N E _ U L V c�o �Q Q N O CO ' DA S HOMES I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFEIREEZE PARKWAY GULFEIREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: 0 C � V LO � LLJ O Fj M M + N@ m 0)c*) LD_ 3 p_jw� LL JmWW ♦ Model Name / Number: - 3000 ♦ I Plan Issue Date: Tuesday, June 29, 202.1 V7 KA PROJECT NUMBER: 21-4889 Sheet: 4 07. ELECTRICAL PLAN VENTILATION CALCULATION %RING @ ENTRY TOP OF BLOCK T.O.W. i0 FIN. FLR. 2'-0" RETURNS ON DECORATIVE SMOOTH RAISED 8" BANDS 6 OFF )P OF BLOCK T.O.W. _ El 0 LITE TEXTURED DECORATIVE io 23 SH CEMENTITIOUS COATING 3'4" X 4'-0" TEMP. FIXED GLS. WINDOW FIN. FLR. _ CNIR. ON. TUB 45" OFF RIDGE VENT 45" OFF RIDGE VENT n 48" OFF RIDGE VENT' DBL 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING DBL 25 SH RIGHT ELEVATION "A" SCALE: 3/16" =1'-O" 2868 DBL 25 SH 2868 REAR ELEVATION SCALE: 3/16" =1'.0" V 0 3EARING @ ENTRY TOP OF BLOCK T.O.W. -- .. a i— LITE TEXTURED DECORATIVE CEMENTfDOUS COATING 16' X 7' 32 PANEI OVERHEAD DOOR 12 6� I unmum = or / o u s - uw = nec sq mcnss of Soffit produc#,prnuides: S.F. of Area to be vented (SF) Total needed for exhaust for upper 1/3 Total needed for intake (soffit area, lower) Number of Off Ridge Vents for upper 1/3 needed L.F. of Ridge Vent needed (can be used incombo with Lineal Feet of Soffit needed to meet required Lineal S.F. provided by plan IS- OFF RIDGE VENT 48" OFF RIDGE VENT P1 2GS ,for Intake and exhaust net sq in/sf net sq in / If net sq in / sf ft s.f& netsqinches net sginches BEARING @ ENTRY TOP OF BLOCK — _ — _ _ _ — _ _ _ — _ _ _ — _ — _ _ _ _ _ — _ — T.O.W. Q o 4 N DBL 23 SH FIN_ FUR. 4. 2'-0" RETURNS ON-1"' DECORATIVE SMOOTH RAISED 8" BANDS LEFT ELEVATION "All SCALE: 3/16" =1'-O" ?OF 1 m v o Iwo00 m I- u ro m gNFZ w 1 nmw�`s a w. U N a 3 a W� 3 0 Y 2IL� me Q Z a8 V WWW.FL)SENSCON ❑ ❑ ❑ C Z g ZS 0 � y D_ — to Z N V) y � I OD W 'p 0 Y c 1.- U -- w '. F Y OD 18o� L a c w v x o Q NOo0.0 DAM HOMES Ilm!�e FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE — — — ♦ Job Information: REVIEWED FOR CODE COMPLIANC ST. LUCIE COUNT` BOA" HD @ 8'4" — LIDO LIJ � w a) 3: M a, ® ® FILECOID'` — �m�� o ♦I Model Name j Number: 3000 8" DECO BAND DBL 25 SH DBL.25 SH DBL 25 SH ♦ Plan Issue Date; 6'-3" x 1'4" TRANS. Tuesday, June 29, 2021 3068 W/ (1) 12" SL ♦ K4A PROJECT NUMBER: 1'4" TRANS. ITE TEXTURED DECORATIVE DOOR STYLE MAY VARY CEMENTITIOUS COATING 21-4889 REFER TO SPECIFICATIONS FRONT ELEVATION „All Sheet: 5 Of: SCALE;1/4"=1'-O" ELEVATIONS -A E SEE DE FOR WIND I < 155/C M G.C. TO PRI BLOCKING' W/ APA RD FOR SPAN I SHEATHING SEE "HIP/F BLOCKING" 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 15S/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/=' IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS . TB03 ;PEEDS 3H (VIDE O COMPLY :OMENDATIONS ATING OF DLE DETAIL W EQ. Q a o a d w Q Q a C? - - "X" DETAILT801 BRACE SEE CONTINUOUS BRACING o 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TBO4- - - - - - - BOTTOM CHORD GABLE END BRACING @-/ LOP CHORD 2X4 #2 SYP 4'-0".0. . MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUF SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED ..o or urrn IN of ACr nr PPOMANFNT RRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN CLADDING WIND PRESSURES AND SUCTIONS FOR ALLOWABLE COMPONENTS AND MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) WIND SPEED (ALLOWABLE) EXPOSURECATEGORY 160.0 MPH 123.9 MPH B - EFFECTIVE WIND AREA (SO FEET) WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION HIP ROOF >20 TO 45 DEG. a=4ft 1, [4•12}g12t12] let, I,e�- 1 O AREA ROOF i 2n 2r 3 3e 3r,a HIP -37.02 51.1.0E -51.06 -5106 10 GABLE 1 -37.00 -37.00 -58.99 38.99 58:99 -78.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND 1ILE1: T ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4"O.C. ON EDGE AND 4" O.0 INFIELD r ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHINE• 1T 7Q SHINGLE: 1232" EXP 1 0220) TILE: 11132".EXP. 1 (AQ2o) r NOTE: I. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38" x 0.113") NA�LS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN XL32", SHEAT ING SHALL BE FASTENED _Aa+ WITH ASTM F1667 RSRS-03 10d (2'/V x 0.131") NAILS OR ASTM F1667 RSRS-04 (3' x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE RAFTER W1 BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. r r (810 ROOF > 20 TO 45 e,+ a=4ft DEG. [4:12]-[12:12) WALL SHEATHING MAYBE INSTALLED VERTICALLYOR HORIZONTALLY. ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM L3' SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 11". ONAIL AT BASE ROWS 04" O.C. W18d COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ Sd COMMON NAIL. © NAIL OPENING PERIMETER W/M ROWS 04"O.C. w/Sd COMMON NAIL. O NAIL INTERIOR AT a" O.C. W/ Ed COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @4"O.C. w/ Sd COMMON NAIL. O PLYWOOD SPLICES®HEADER - NAIL SHEATHING TO HEADER W Sd COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2)ad NAILS 03'O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. 1832" OSB - EXPOSUREI SHEATHING NOTE: 6d HAILS FOR WALL SHEATHING MUST BE MIN .131"X 212". DO NOT OVERDRIVE NAILS; FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le (2)- 2. TOP PLATE BEYOND 15/32°089 EXPOSURE) SHEATHING LL WI 2E %� O 61ko� �wgK0 cN¢LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN HORIZONTAL WALL ELEVATION DIAGRAM AT CATIONSLL MIN 2XK#2 LOCATIONS MIN 2 X4 N2 SPF TURNED VERTICAL W1 ME' FLITCH PLATE TO WI (2) 12d TOENAILS EA. END. NAIL FLITCH 3/8" "S"-NAIL 318.PLATE TO VERTICAL RIM (4) ad SPACING NAILS 34' lir 1/2' zf STAGGERED 5 12, VERTICALBLOCKING 1: SINGLE NAIL EDGE SPACING DOUBLE N AIL EDGE SPACING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. PROVIDE BLOCKING 1 II AS REQUIRED PER I II II SECTION X-X IF NOT i____ FULL HEIGHT SHEET - - ---- ©FLOOR SYSTEM 2. RIBBON OR BLOCKING - v BETWEEN FLOOR SYSTEM II I I 11 II II I li 11 II IIti SOLID 2x BLOCKING O F 1 II II II I Q ALL SHEATHING UI III II II II III II 11 II EDGES t W 111 III 11 I I I I (SEE SECTION X49 p F III III II tl It I III C III II D II 1 I 111' OPENING 11 II II II I I L___JL___ III III III ___ II III II II p�Q X II1 _XE I G- IIIIIIII IIFill, __ HI09G II 2x STUDS BEYOND.I - -I TI rI --C I II 1II11II11 IIII II I SEE RAN � III III III 1 1 I. I I I I I I III I 1) I 'II I II I II lL II I II Il -. II I II I` II 11 1 I 7 III I I I I'll I II I II II I I �j - III 111 I pl III I '11 I III II II II I N I U 11 I I I III _W 1 p l I I I LL JY. IU I 1 III 11 II JI I LL .L_ L.- Y RIGHT& O CATI O W TRUSS ACTUAL BEARING POINT UPLIFT H7A L/R-602#or less L/R-1206#or less L/R-2586#or less L/R-1114#or less L/M/R-1614#or less _ BEARIN NCED TC PRODUC - 270 # or FOR: MARONDA HOMES3000Elev. A 2 Car - CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES ,DESIGN RATING HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" HETA16 /:HETA16 1810#/ 1810# (9) d x 1-1/2" 9 10 dx 1-1/2" (10) 10d 5/8" ATR w/12" EMBEDMENT (2)HETA16 /MGT 2365#/ 3965#. (22) 10d w/SI MPSON "SET" EPDXY @ MGT HETA16./ H10A 1810# / 1040# (9) 10d x 1-1/2" 18 SOd x 1-1/2" (9) 10d x 1-1/2" HETA16 / HETA16 / H10A 1810# / 1810# / 1040# (9) 10d x 1-1/2" 18 10d x 1-1/2" (9) 10d x 1-1/2" 5/8" ATR w/12" EMBEDMENT HETAIb/MGT/ HTS20 1510#/3965#/1310# (22)10d W/SIMPSON "SET" EPDXY @MGT " "'(24) 1Od x 1-1/2" (9) lOd x 1-1/2" 5/8" ATR w/12" EMBEDMENT -HETAI6JNIGT/HETA16 1810#/ 3965#/ 1810# (22)10d. w/SI MPSON "SET" EPDXY@ MGT (9) 10d x 1-1/2" 15� 2)HT 2,OJISERTAP 55M 18i0#/2620# _ (9) 10d x 11/2" 48) 10d x 1.1/2" TS20(,(2)HT520G(2)LOT2%PEJY• (48)10dx1-1/2" 2620#/"2&20#%3770# (48) 10d x 1 1/2" _ TT?U35M1=.R ., ,- - 28 16d SINKERS ,,PER TR'U65, MFR (2)1TT2Z 4290# (2) 1/2' WA SDS SCREWS (16) 1/4" x 1-1/2" .....°......,... w»mu (2)1/2 WA. cn<t'RRVUf MUVr- rLMIN ti N.T.S. =0111 TRUSS BRACING) AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE TYPE CONNEOTOR A FASTENERS SPF SYP IAMETO HETAI6W OSl0Ex1 V2'OR T810 WORRY HErA2DW(9)IDdxl V2° AME TO )125AWHO)SUMILS 530 065 ©FRAMETO "_,. MAsawaY FRAME TO Mire 0 MASONRY ANDi 0 FAAA1Ero 8 MASONRY Q FRAME TO MASONRY/ O FRAME OR MAMETG ('A Q MASONRY/ ro 11m 1018 165D 2 PLY TRUSSES ISO ]ExTEHICR SIBS 990 d TOENAILS) M' AYA. WIT 993E 3965 "SST LT-OA1' ATEXTERIOR 1128 t8ID 2d TOENAL9 (AT EXTERIOR 2290 2620 MTCENAILs )G)W A.T.R. MPSON-SEP 1000 t3 !_Y VOODWREWS 34M 4nS 1NCHOR BOLTS KERB 2 17M 2030 KERS &(14) LYTRUw) 360" 4030M R FRAME (EA) SWO+ 3770s ME SCREWS FLYTRUSS) 4]30M 65]0-M R FRAME (EA) 501 O.R 6P90-F A led a(101 lw I I celdd* USP- CONNECTOR SCHEDULE CONNECTOR&FASTENERS SYP HTAI8WrIO)l0 11AY'gi ,8')0 HTMw1rO)1 W x 11re RT7AW(1U)8d NML9 SB5 RT15Avor7110dxl lm r12M 'On ee LOl Odxl 1m AT2MYTRUSSES 1060 2 V(14)lad x t VT W EXTERIOR lied TION INCLUDE (3) l2d TOENAILS) B MT18)tG1NNL5AND Ne' A.TAW 44" )ED&ENT W 91MPSON "SET' EPDXY 1530 WW(29)IOdx 1M•(ATE%TENOR AT1ON INCLUDE (9)l%TOERNLB N20 wN48nOtlx1lm NT EXTERIOR 2570 1 SON TONINCLUDE(16)tUM AILSIEA) W/ (1E)10d NA LSANO (2)BR" A.T.R. r'EI.IOEDMEMwISIMP90N"SET 7020 9780 EPOKY(M)G73FOR9-PLY) )W(12)W63WOODSCREWSAID 71M (4)N4-.WWEDGEAOLT LUGT2M(Ml8d SNKER9&(lO) 3100M 9100-M x3"WEDGE4OT(2 PLYTRU98) 5800F 4620.E 52) led SINKERS FOR FRAME (EA) I LUG73 W (24) W x211T WS23 B480M 7050-M WE&0)SM�S-WE(2 RY TRUSS) 6480.F 17710i L2 MAMTO MASONRY/ HW6 VPT NU. w, lel t w.Xl a (12) 1W x 23/4'RTEN(TO MAS) UTIWV U8980 WSWIU Ut M __n -1.1 uu i­ - (12)114x2 Vf TAMOJ6(ro MAS.) Uf1030 o U8850 FRAME OR(12) 184&(8) 1 Od)FOR FRAME) SYP.F SW4 OR(12)lN&M)IOdOMRFRAME) SYP-F SYRM OHIACR D) NET (2) HETAn (2)NET 10110dx1112"OR 1920 1910 (N MA160PT(2) HTAiO 1i4.YW(10)1Ddx11IT OR 18]0 MASONRY ZR.YV(12)16E 2365 2365 2-PLYW 112016E 2430 HTM19 W(Stied MAILS AND (4)114'k2114' gdM 11t0 WWM18 W Odl Od NAILS AND 14) 11Txl M4" 11M 122E O FRAMEM 7APCON9 OR WEDDE-BAT OR MASONRY HTSM20w1ODlOENNLSAND(4)11411N" SEE 1110 HTWM20w1(I0)IOd NALSANOM)1M>13W 11b METAPCONS WEDGE -BOLT OFRAME P TO Hi%6 (8) 8dxt lm NALSAND(2)SAW" ]� 910 MASONRY TITAN HD DT122W(6)tl4•x1112'8D9 WOOD DT&RM(8)1/4'x11/2' W315VAOD 0 FRAMEro SCIMAGAND(1) l!ZR AT.R. EMMEDW/ 189E 2145 SCREWS AND (1) 1m0A.rA EPDXIEDW/ 1510 Ins MASONRY SMPBON"SET' SEENOTEIM dWPSON"8FT' SEENOTEN HT76W(20) led 1Q'NNILE AND II) we, B MT48 V Ode) l6d X21/2-NAILSNJD(1) ® FRAME TO ATAEP0XIEDwI61MP30N'SEP' 4375 SEE, W-11 AT.R. EPDXIED W SIMPSO!'6ET' - SODS MASONRY SEE NOTEN BELOW) GE ME NOTE N LD HT74 M(18)led , la- NAILS AND (1) 5G" 9 HTT46 W 0 B) led r2'.G" NALS AN It) OMASONRY FRAME TO ATA,EPONED wi 61MPSON'SET 36 40 4235 � SI8'O A.T.0. OXIEDw/SI&P60N "BET 4180 (BEE MriEN BELOW) IEEE NOTE N BELOVII O FF�EO 1110SWObNlOdx11m NAILS THE, 910 LUOTI W(23)8Ex11m NAILS 876 104E MMEM FN9KTW(4) 1N'N 112'SDSVO)OD ]� ]60 RTIANV(9)1WxtlmNNL88 13% 1395 NIA90NRY BCREWB&(5)1N'k2114'TAPWNB (4) 1N" x 1314• TAPOONS FRAME TO W'T' W I1 B) 1N'x3° SIDE MOD SCREWS 6 O MASONRY WE A.T.R. EPDXIED W SIMPSON"SET' (1) WE 880 49d W 12-MIN EMBEDMENT (2) VGT V(32)tN'N3"503 WOOD SCREWS OFRAMETO MASONRY 8R)eB'H AT.R EPD%IEDWEMPSOW sin 71M 'SET'.112"MIN EMBEDMENT FRAME TO WTVIIB)lWWSOSWOODSCREWSB MUGT15 W/ (I led NNLS B HI745 el(18) O FRAME HDIJ4-SDS25 W(10) 19'x21m' SDS WOOD 32&S 4565 10d NMU3&T)MS'BAT.R - 4160 SCREW3&(I)5A'BA.T.R f4HTT6w/(82)18d'x21m NA1L98 SON (2)HTT45ee(S2)i8d*2l1VML3 - 5E05 OFRAMFro Y FPA2ME (1) 5/8'.B AT.R(SEE N=-X, 8(11 M8'BA.TR(EEENOTEW). (N,NNemno unTG¢. 1. WNNECTALLFLOORTRD56E6roIHrEMOR BEARING WOW WALLS) 6EAMSwI(412d TOENAILS. 1. CORN 2. ALL Teuss TO TRUSS CONNEDTKIN6 ARE PROVIDED BY TRUSS MANUFACTURE), U.N.O ON PLAN. 3. O.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES. SCAB ON FULL HEIGHT SYP N 2'k"TO TRUSS VERTICAL WEB W(2) ROWS OF led NAILS a 7 O.C. STAGGERED. 6. 12" MIN. A.T.R. EMBEDMENT IA CMU aOND BEAM U.N.O. B. SCAB TRUSS CHORD W4'4F2. SYP 42(WTCH CHORD LUMBER SRE) w1(21 ROWS led 4A 4' FROM END 4-D.C. STAGGERED; CENTER AT ONNECTOR LOCATION AS MIICHASP039MLE O MINMACONNECTORUNOONFRAMINGPLAN 1. WNNECRONFORALLROOF/FLOORTRUBSESTOMAS WWALLWUMEVCFWN-LOUN M0 N 2. WNNEMIONAT 24"ORV-O.C. PENDING VERTICNS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB,2,S3.1 FOR MORE INFORMATION 6 9. CONNECTION FOR ALL HIP JACK tDORHERIJACIQ TO MASTOP OF Y WALLWOFMASONRYAT 4. CONNECTION FOR ALL NRNUOtN TO 37 O.0 MAX, )AT EACH ESNOT CONFUPOFMAOF AFFUC3FO.0 LAYOUT CORNER. OC. VERIFY iIO DOES S. CONNECTALL FLOORT3USSESro1NTEEOR BEARING WOOD WNLBEAM6wl (2112E TONALS FLOOR TRUSSES I TERIOR SEMI G WOODJWALU EMAS .1 (2) O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1, COMNEMIONFORJACKTRUSSTOWOOOWAULORBEAM © MIMMALOONNECTORUNOONFTIAMINGPLAN t. CONMCTIDN FOR ALLTRL SMTO IMEROMEXTEMOR BEARING WOOD WALLSANONR BEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-Oe O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION.. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8' ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - NOTE TO FRAMER --- IF ROOFTRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O-R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS:l `rr 5/ J LUCIIEC^OUN'- OJ ,^S ,. REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST C.M.U. OR ICF WALL q 2 x SUB -FASCIA SEE TYP. WALL SECTION ALUM FASCIA 2x2 42 P•T. MIN. FASTENED 2x BLOCKING NAILED TO TOP CHORD OF EVERY PER NOTE 2 BELOW- _ OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO _ 12d NAILS, TYP. (**) (***) BLOCKING W/(2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2X2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24. O.C. FASTEN TO CMU W/ 3/16"x3" TREN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.14WX3EA" AT 16-O.C.) 3- (F) CHANNEL APPLICATION: 2x2 NOT REQUIR9D SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAION DETAILS (**) ALUMINUM SOFFITS> VA' BLOCKING REQUIRED. (***) VINYL.SOFFITS> 1'A" SHALL HAVE FOR SOFFITS < 1'-4" MID BLOCKING NOT fj UIRED MID BLOCKING PER' R704.2.1. TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" I OIWN r1S E r Ul 'O cv 51 ROFESSIO )ttI1H111t �' I � 7 I ~ EE Ifl tll SDO € 0 W UJ 0 W g2 4k Rk 4k 8�0 tly�o8 a a gg M� r°€ter i °° m d YF` Z� a g89 0 o MJ p $=s 2 a G g, YWAti FDSENG.COM UI Z Z N wZY�� r - ID Z N Vt C9 ro 6 t w c [ cM �m .-.ITS U C - KC4mv E r....-....._..._ U w D i a aim a cm 0 14dM D S HAM 8 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE III Job Information: O to �_ i CD D) ro , In V m a I-L) EL M r ^ r V^ GO LL. ♦ Model Name / Number: 3000 ♦ Plan Issue Date: Tuesday, June 29, 2021 ♦ KA PROJECT NUMBER: 21-4889 Sheet: 6 Of: ■•! w 11'1 FT11 I COURSE LINTEL BLOCK W/ 14 5 NON-SHEARWALL SEGMENT BAR & 3OOG PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK, 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 BLAB MS02 TYPICAL SHEAR WALL SECTION N.Ts. -TYP. TIE BEAM W/30DO P.S.I. CONC- W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) -10d X 11/2 US SPB OR SPS FOR 2X6 AND 2x8 WALLS W/ - � 4 DOUBLE 2x TOP PLATE STANRD H OOKS SEE SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL- SEE LINTEL SHEET FOR SIZE OF LINTEL) PPFQAqTllNTF • AS NEEDED FOR TRANSOM HEIGHT ' •R\ - TRANSOM OPENING ' tom -•FRAME INFILL • AROUND WINDOW '*`• ' BY BUILDER SEE WFOI FOR MORE INFO •* • i ` (2) 2X8 WOOD HEADER •. " TURNED SIDE WAY ' ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER @ EA. END. USING IS) 3/16' DIA. X 13/4" TAPCONS INTO MASONRY & (4) lout X 1 1/2" NAILS IN TO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/30tl STAGGERED 0 6" O.C. - F.C. EACH SIDE SEE PLAN - OPENING MS07 LINTELS AT ENTRY DOOR w/ TRANSOM N.T.S. SIMPSON SP2S TOP AND BOT. W/ 12 30d NAILS 2-2x4 SPF O EACH STUD TOP PLATE SIMPSON LSTA3D i w/11-10d TO PLATE Ix x45Pf AT 611-1Od TO COLUMN O.C. O SfA30 IL I SIMPSON A34 W/ (8)-Bd X IL 1/2 2/10d NAILS NAILS @ TOP a BOTTOM OF HEADER SEE PLAN FOR HEADER 4x4 MIN, OR BUILT-UP ICI COLUMN EA. 2X4 NAILED 'RANSOM REFERENCE DETAIL �` \ III w/IOd @ e' D.C. DA MS05 FOR MORE INFO WFG2 IF RADIUS I I I / OPENING REQUIRED T it SIMPSON MSTAM36 r TYP. FILLEDCELL W/3000 I. I II MAY BE USED W/' (8)1/4'X21/4' TOO ENS P.S.I. CONIC. W/1 #5 REBAR VER7. RING WALL ARWALL WALL Z(3)i/2'X6" TRANSOM OPENING III ARCHED OR FLAT I I I 2 x 4 SPF AT I 2-2x1 SPF I I 1 I6" O.G SILL PLATE I I I _ & 10-I0d NAILS. P.T. SILL PLATE W/ 11, A" ANCHOR SOLT 032" O.C. 0 BASE PLATE DOUBLE2X4 W/ USP MP34@TOP ®BOTTOM iME TAPCONS @ 6' D U. INS P.T. W/ Ye 0(JIN {��I I I I " I I 1 t I I III SIMPSON A34 W/ (8) Sd X 1 1/2 NAILS $YP/SPFP.T. W/ IN MASONRY OR X S" "J" BOLTS OR NAILS @ G' D.C. " X 6" EXPANSION WOOD. PREfART RECESS ANCHORS OR (6) 3" X 1/4" TAPCONS OR 1' (8) 2 7/8" HILTI TTXDNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO FRAME (E BRG/SHEAR) WALL TO NITS MS03 nnnc nIDV nnnlnl�nTlnnl nCTAII 20" MIN, LAP #5 REI NF. BAR' #3 0R #4 REINFORCMG 7) BAR #4 S #4 1 AP SPLI(Y „ 25" MIN.LAP #5REINFORCINGBAR 5 STD. 90° HOOK k5 1 AP SPLICE SCALES"-Vo" " MIN. #6 REINFORCING BAR * GRADE 40 U.N.O. Off] I AP SPLICE MSO5 REBAR SPLICE DETAIL - GRADE 40 N.T.S, ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 2%" 12" O.C. J. 2 x 6 1/4" X 2sA" 12' O.C. 2 2 x 8 1/4" X 2n4" 1.2. O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, ;PRECAST_ ,LINTEL I , 12)2X P.T. i a BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT NAILER TO MASONRY i IF DOUBLE 2X NAILER IS USm, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T.S. L OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISEFLI . SIMPSON SPI W/._ NOTED. S)-10d NAILS @ BDT� AND USP SPT24 W/ 12-10d NAILS 0 SILL , I DOOR OPENING WF08 LINTELS AT ENTRY DOOR w/TRANSOM N.T.S. O O O N E6 O -e RWa AT TOP rlN nl Renb 1 t CLEAR 'r. t; QY.II. Y `r O GROUT z 9 REBAR AT SOTTM O a '° or uNrcAvrrf rrc pOrT RIYVgccNo lb/a•ACNAL Pscv,Ol , w LINTtL V RIESI a' NCnNµ urpTN TYPE MaIGNATION Ir F • FILLED WTH GROUT I a _ UWHAFP I �. Tcrf OF or l iCAR At II 90 11 LIMFL tt SI=16-IH/IT NOMIN4 IHAL 7 GI- AKi' S NOMINAL ,EIGHT �43 4' •o= MATERIALS I. TO precast lintels a 3500 psi. 2. To prestressed lintels.- BODO psi. 3, fc grout= 3D00 psi w/ rnadmum 3/8" aggregate. 4. Concrete mescal units (CMU) par ASTM C90 w/ minimum net area compressive strength = IWO Pat. 5. Rebar provided In precast Ilntel per ASTM A615 GR60. 6. Field rebar per ASTM A616 GR40 a GR60: Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/92 Wire par ASTM A510, 8. Mortar per ABTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bad joints. `\e\e��tt�uusaaaffae 0R0 WN y� �P. f NSE UI �0. O z N H 2; Shona filled lintels a9 required. a t0 3. Installation of lintel Mat Comply with the architectural s �"+� p � r- and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the 2 F 0 `l _ (' DO C0 ends to sOcommvertical cell reinforcing and grouting. aodate a .�e�ry1 5. All lintels most or exceed 360vertical defection, except lintels 17'-4" and {L g b) CJi Ti [JJ longer with a nominal height of 8' meet or exceed L/180. S. Bottom field added Taber to be located at the bottom of the lintel coNRY. 7. 7/32" diameter Wire stlrups are welded to the bottom steel far ` 3 m B J° 'i m y r W 0- D- - mechanical anchorage. P a G = LL. uj rn 8. Cast4n-place concrete may be provi In composite lime) in lieuof concrete masonry units.,g ;¢ 3 Z O 9. Safe load ratings based on rational design analysis per ACI 318 F ¢° F and ACI 530 on flnitel lan. If a intel 10. ntteB1then are called an rength R Is W A -a O a "' G m of the lnstalls indicated on the pls doing thisincreaes the stntractor and Is approved Without engineering letter. if a Smaller [Intel Is Installed contact N ¢ 4 P -g Z d LL FOR for approval. `o J k I R 0111113 SAFE LOAD TABLE NOTES ? N g 'G. �� WWW.WSENGO ❑ ❑ ❑ 1. All values based on minimum 4" bearing. Exception: Sara loads for unfilled lintels must be reduced by 20%R beating length IS less than 6-1/2". Safe loads for all recessed lintels based on 8". nominal hearing. Z M 2. N.R. = Not Rated 3. Safe bads are total superimposed allowable load on the section specified. W Z ty 4. Safe loads based on grade 40 or grade 180 field debar. S. Additional lateral load capacity can be obtained by the designer by Z Y Q .� providing addional reinforced masonry above the precast Ilntel. J 6. One #7 rebar may be substituted for two #5 rebane In S" Miss only. D. N 7. The designer may evaluate concentrated roads from the safe load tables by calculating the maximum resisting moment and Shear at 6swsy from Z n iI��F Jil the face of support. CNI 8. For composts lintel heights not shown, use safe Iced from next lower neigh. y lJi LIu 9. All safe loads in units of pounce per linear foot. {(3 C _ -. el (Y 0 w M tJa 6 n ix a- ' ~ (� J U..-c4 E FW-IitO U (-,...... �... �.I f/�Q�IL V.IiNopO illj , 1es1 8a1 N ' Q Ii, N o tw REVIEVI/ED FOR CODE COMPLIANCE ® DAM HOMES I� ST. LUCIE N�� COUNTY FLORIDA CONTRACTORS LICENSE N0. CRC1330146 BOCC 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE -PRECAST "U" LINTEL W/ 3000PS1 CONICGROUT SHALL BE FLUSH ® Job Information: AT OPENINGS SEE GENERAL CONCRETE[WITH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R 11 R ANCHORS STD. 90 HOOK ` 17 ', •' �. �.....�... O ,. �v�•L•a �.. N c REBAR ON BOTH SIDES ANGLE 3000 P,$.I laa- OF OPENING U.N.O. I CONIC. W/1 #5 CIA,TYP. BOND BEAM 0) REBAR 8" x S" x 16" K.O. C LT) PROVIDE KNOCK -OUT 7LINTEL BLOCK BLOCK FOR FIRST Flu- W/mclo P.8.1. YO ?: [t COMPLETE CMU COURSE CONC. W/1 #5 CIA. REBAR `/ M BELOW SILL & FILL SOUD W/ (1) #B BAR FOR ALL " WINDOW OPENINGS 8'-8" / (•7 0. 3 U . • . Q) AND LARD INDICATES FILLED CELL FROM Fire. TO 7 ` �y� d Y U W W x S" x 16" Cl U.N.O. BEAMIWRH 1 #5 N. aaaaaa� m O LIJ Z) ". ,J JmCn(!) ® Model Name / Number: 3000 TYP. DOWEL25' ® Plan Issue Date: MIN. LAP (ACI 530) Tuesday, June 29, 2021 ® KA PROJECT NUMBER; L1-4889 :..•'SEE DATION PLAN : SEE FOUNDATION FOR L�ATIONS Sheet: INN Of; PLAN MS01 I BLOCK WALL REINFORCEMENT N.rs. LINTEL PLAN 0 SIMPSON HE[A16 THE HEIGHT OF THE CHIMNEY SHOULD EXTEND 2' ABOVE THE 2x6#2SYPP.T. EACH END W/ (2)'W'XS' SEE FLOOR PLAN POINT WHERE THE CHIMNEY IS 10' FROM THE NEAREST WEDGEANCHOR FOR BEAM SPEC. SEE PLAN FOR BEAM SURFACE. CUSTOM GALV CAP 0 12) IO I NAILSLSTA4 W/ SIMBUILDING (121 10d NAILS WITH SPARK ARRESTOR VERIFY STYLE OVERHEAD SECTIONAL W/ BUILDER DOOR TRACK W/ 3/8" X `r'°' 1 1/2" STEEL LAG BOLT METAL FIRE STOP W/ WASHER. MIN. 6 PER .: '•� �'• ., T' TRACK TO JAMB. �, ,'I-. •.•.•. SEE DETAIL WF02 ��• „•r". ON SHEET S-3 r=T FOR ARCH FRAMING DOUBLE 2x — PIPE STABILIZER TOP PLATE WHEN REQUITED 5 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" a O "J" BOLTS WASHERS SET IN " ° SIMPSON A34 W/ FILLED CELL W/ #5 TYP. FILLED CELL n " ° (8) 8d NAILS MIN. 5 PER JAMB. VERTICAL o a , 2X4 #2 SPF STUDS 0 16" O.C.. W/ SIMPSON ~ SP10 TOP A. D SIMPSON SP2 0 BOTTOM SECTIONAL " '� '' SEE PLAN 2 X 6 CRICKET W/ EXTERIOR SHEATHING ATTACHED ® OVERHEAD " (3) SPF #2 FOR INFO. PER NAILING SCHEDULE SEE ELEVATION R FINISH DOOR STUDS W/ 16d NAILS \\\\S,IIIII lfl/rf I b T. P.T. #2 a a 8" O.C. \ O N N WOOD SIMPSON LSTA24•- \``XX\\�� •"• .. , SYP 2" X 6" ` a TRIM o .i,• r r" :� W/(18)10dNAILS �P..'` �1 • �•• ~ \ PROVIDE. 2x BLOCKING . j� •ii�: .•:�� F <j O @ PERP WA IF NOT ALIGNED w/'{RUSSES 2"x6" P.T. WOOD JAMB — � q :-a •' ,i•. n, «,• . n •P• NAILS--► a (`'3.>>'I <<G 1 P W/ (2) 12d TOENAILS ° i� 8" O.C. a STAGGERED ° SIMPSON LTT20B e p s g lR ' DOOR AND CONNECTION PE ;; W/ 10-16d NAILS i F... ' LA NAIILLS TO TRUSS SE PLATE BELOW d GARAGE DOOR MANUFACTU ER q GARAGE SLAB A A WEIDGE ANC OR `'s/X/// QROFE $S 0 8" O.C. TYP. GARAGE DOOR ////. \ '/ruunll�\ TRACK MOUNTING DETAIL SIMPSON MTS12 ° v W/ 14.10d ® EA 001°p00 TRUSS NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS li F CHIMNEY PIPE MIN. DETAIL- UNLESS NOTED OTHERWISE 2" TO TRUSSES _____ CH01 TYPICAL CHIMNEY FRAME DETAIL 3/a"=r-o" MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.rs. 16 ENTRY HEADER DETAIL N•T's. r $e- lid��o m r Np J J J ETi �p R0 LL LL LL OS � W u, a a fn .. INSULATION PER FBC AND ENERGY&� ; FORM SUBMITTED WITH PERMIT Z=v owz.O - APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) 11110.W$r M o MM =" 04 in 12 q P IL 12 SEE ENERGY FORM SEE PLAN THE ROOF PERERGLASS T ELEVATNGLES OION 6,0 ®N ° z ti o 8 S ow i FOR INSULATION REQUIREMENTS OVER APPROVED UNDERLAYMENT S.C.a 5 Y SEE PLAN PER FSCR OVER APA ,s p e � A ❑ ❑ ❑ PROVIDE BAFFLES AT EAVE PRE ENGINEERED WOOD ROOF SHEATHING -SEE SCHEDULE- SHEATHING ,- www.Foswa.com VI ' Z --�-� .. FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES 24" O.C. [RSH] - ON FRAMING SHT. FOR SHTG.&FASTENERS. �ff _ ;; ; ' PER FBCR 905.1.1.1 OVER APA y^ �. '1�\ (�l ' ' I - " - —SEE ROOF PLAN FOR &� o -... ROOF SHEATHING -SEE SCHEDULE- PRE-ENG. WOOD. ,' -' ' TRUSS ANCHOR (SEE PLAN) V�J`.P.J�.Jt�\.�``.i�J�.-n_ +.J - TRUSS TION a-: INFO S& LAYOUTDESIGNa Z MH] - ON FRAMING SHT. FOR TRUSSES@24":D.0 SHT'G & FASTENERS. SEE PLAN FOR -- '-------- • - BRG. HT. - iF , - - - - - --�-- u.n. --_' --- —.- _d"a`i.. Q 5 IV a y L_.... .. , �J(�'' 5/8" OR 1/2" DRYWALL ' •' • SEE PLAN FOR " "'• — - - _ TRUSS ANCFIOR (SEE PLAN) " G . • ETAL DRIP EDGE BOARD - . -'' '---.,,.. ? -- 0 �l 1-�, 1 I" 1 I 1 TO BE INSTALLED ON OUTSIDE FACE FELT PAPER OR - ; .'! 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR ' ' ' SEE ROOF.PLAN II - FOR BEAMSIZE CONNECTION <`'I — - - — — - — TRUSS PLATEr .SOFFIT. SEE ARCH. 4x4 W/ 2x4 POST UNDER EA INFO ' =� '"'- w � � , 5/8 OR 1/2 DRYWALL .. METAL oRtP EDGE 3/a' P.T. NAILER PLANS 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. . _'�`_.,_ � s U - --- HIGH STRENGTH CLG 1/2" DRYWALL �' 8 x 8 x 16 K.O. ri „ KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS 6 w O c BOARD 2X SUBFASCIA LINTEL BLOCK CURTAIN NAILER " O H• W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH D.C. tJa M CONNECT ALL 2x STUD TO TOP PLATE WITH (4) FFIT. SEE ARCH. 1 x 4 P:T. WINDOWS " SEE ELEV. 3000 PSI CONCRETE 1 x 8 P.T. 0 S.G.D. " (TYP.) ALL SIDES /O .(TYP.) FRAME FOR COR- � O // � QO � NERS FOR NON LOAD U. N E 16d TOENAILS P S " °° BEARING SIDES NAILED HB&G COLUMN WRAP OR E PLAN FOR HEADER SIZE PRECAST "U" LINTEL i", (/o. ° 0. °off: \ < �' w/ 16d NAILS ® 8" O.C. 2X4 #2 SYP P.T. FRAMING = 0 " U en o -�--� ° 1/2" DRYWALL SEE SCHEDULE \\p°° a°°/ W/ MIN 7/16" O.S.B. P o v. SHEATHING ATTACHED PER Q ry 7 O O° NAILING SCHEDULE OPTION'1 /32" OSB EXPOSURE 1 ON D-H' EKT, WALL W/ ALL EDGES BLOCKED. 1/2" x 8" J-BOLTS \ TYP 4 COURSE HIGH A.F.F.u?� (1) CENTERED EA. ( ) , SEE FLOOR PLAN FOR ; ; w DAM HOMES MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SPE T613 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS i CMU BASE FILLED w/ COLUMN SIZE &BASE N (OPTION) STAPLE: 16 GA. 1 3/4" N W/ (4) VERTICAL RENF W/ (TYP-) CONNECTION INFO. REVIEWED. PLY SAT 8n D W{ (2) ROWS OF 16d STAPLE (� 2" O.0 EDGES AND FIELD. AT 8" D.C. I� NOTE: 44" MAX. SILL HGT. ON H FILL CELL {!) #5 D[A. HOOKS INTO FTG & AT TOP ; ; w FOR ', FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AL BEDROOM wlNoows. „ REBAIL w/ 3000 P51 OF COLUMNOp PLAN Al -Al e R 11��[ Troll 3000 GULFBREEZE PARKWAY " CONC. ALL LOCATIONS N FOUNDATION UCIE ^ MUMS I GULFBREEZE' FLORIDA 32563 ALUM FRAMED WINDOW w/ SCREEN ALUM TO VERIFY W/ FLOOR PLAN a & FLOOR N ; ; NGTH BOA 6" MIN. EMBED. DIVISION LOCATION: LOCATION OF OPENINGS IN v SIMPSON LSTA30 SEE FLOOR PLAN ; PORT ST. LUCI E EXTERIOR WOOD WALLS. IF No w/11-10d TO BEAM FOR BEAM SPEC. ® ob I formation: OPENINGS ARE INDICATED, FULLY STUDS ARE REQUIRED). & TO FRAME BELOW i • u• „ . ". NOTE: 44" MAX. SILL HGT, ON r ALL BEDROOM WINDOWS. ALUM FRAMED WINDOW W/ SCREEN CEMENTITIOUS DECORATIVE d PRECAST CONIC SILL SQUARE CMU BLOCK BASE W/ 1x4 P.T. WRAP or FINISH 7/8" THICK PER ASTM WINDOW STOOL (4) #5 VERTICALS FILLED SOLID STUCCO BAND C-926-98A H PER SPECS ; i SEE ELEVATION FOR MORE INFO 2X STUDS (SEE FLOOR PLAN FOR N INSULATION PER FBC AND ENERGY v FORM SUBMITTED WITH PERMIT V MORE INFORMATION). SEE TB13 Y/2" DRYWALL ON SHEET 6 , EXTERIOR FINISH - APPLICATION (SEE ELEVATIONS) a FOR NAILING INFORMATION FOR WALL SHEATHING. FTC. DOWEL #5 DIA. REB4R FILE COPY _ O �. M SEE ENERGY FORM FOR WALL INSULATION P.T. 2X #2 SYP. BASE PLATE P.T I X 2 FURRING 1 x 4 P.T. 17' IN CONCRETE - 25" EXTEND (ACI 530) ABOVE M a`I c�� m a: REQUIREMENTS w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 - Al Al /—BUILT-UP CORNER MIN (3) 2X4 TO COLUMN SEE FOUNDATION tN EL 3 E HD) w/2" WASHER AT 32" D.C. MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN W/10-10d POST ,. OR 4X4 POST w/ 2X4 UNDER PLAN FOR FTG .. • � i U m a WOOD BASE • EACH END OF BEAM .SIZES AND FOR TERMITE SHIELD SEE FOUNDATION PLAN ' ION PLAN FOR •, ^; SEE FOUNDATION ' _ - LOCATION M o 0 O J W �00 FOR SLAB INFORMATION TOP OF SLAB - — - - — - - — � ' SLAB INFORMATIONIll _ _ TOP OF SLAB - •,*: NOTE: ,, 2 X 4 P-T. PLATE BOTTOM STRAPS MUST BE— �- J i� i - . .•'=-r � ---,'• »,;_ . � � %=. � :,� " . * �T » INSTALLED ON INSIDE OF ♦ Model Name/ Number: 0° •; to GRADE COLUMN. DO NOT*>;, , - - GRADE i STRAPS UNDER PLATE, a°r�Q°j:°°° 3000 _ ( b PLACE STRAPS IN FILL ♦ Date:`•a CLEAN - o SEE PLAN FOR iv CELLS w/#5 BA r ". • ;r° u, (TYP.►4 COURSE HIGH CMU BASE - - • _ •• _ COMPACTED "-i ' ,RE -BAR QUA IES -" a:. FILLED w/ CONC -SEE PLAN FOR FILL , �• , . • '•' :• •r,l • •: SIZE, TOP OF COLUMN BASE- Tuesday, 29, 2021 - :;.: 'r�' .•, "\ ' 2'-0" AFF ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN FOR FTG REQUIREMENTS SEE PLAN SEE FOUNDATION PLAN • • . '21-4889 _ - - _ Sheet: Of: NOTE: DETAIL CD21 % S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLF 4S NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=r-o° WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'0° CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.Ts. CD23 COLUMN @ ENTRY CRAFTSMAN STYLE N.T.S. TYPICAL FRAMING DETAILS INSULATION AT EXTERIOR INSULATION AT EXTERIOR WHEN REQ'D RECESSED WOOD FRAME WALL PER FBC WOOD FRAME WALL PER FBC PRE -CAST UNITEL AND ENERGY FO(iM SUBMITTED SIMPSON SP2 TOP WITH PERMfi AP LIGATION AND ENERGY FORM SUBMITTED AND BOTTOM. TYP. "STHEUATHUING L WITH PERMIT APPLICATION NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d C MMON 8" D BLOCK TIEBEAM TOP TO ALLOW CONT. 2x4 BL G @ 16". O.C. NAILS(TyPCLIP EACH TRUSSCLIP EACH TRUSS AROUND CURVE. MIN. 2 TITE - (SEE ROOF PLAN (SEE ROOF PLAN FOR TYPE)W/(1) #5 REBAR U.N.O. ANCHORS TO 2X8 FOR TYPE) FOR CONNECTION ❑ FRAME OUT TOBLOCK EDGE FRAME OUT TO FRAME OUT TO LINTEL ° BLOCK EDGE ONLY (SEE PLAN) ® HEADER PERR� IF NEEDED. SEE PLAN BLOCK EDGE LOCATION I EXTERIOR SHEATHING 5T7/ S HEDULE B13 ON ATTACHED PER NGEA. SI O.S.B.088TOE AI S EACH -�� , SHEET 6 STUD ANCHORING: , EA. SIDE TOENAILS EACH END ��' , ' SEE PLAN FOR , 7/16" OSB W/ 6d � 1) , I STUDIO TOP PLATE: , f// NAILS @ 16" O.C. , BEAM SIZE INSULATION AT EXTERIOR SIMPSON SP4 2 X 4 #2 SPF KNEEWALL WITH ' /16" OSB W/ 6d. INSULATION AT EXTERIOR 2X BLK'G. HEADER WOOD FRAME WALL PER FBC NAILS @ 16" O.C. TO SIDE &TOP NAILER INSULATION AT EXTERIOR , , STUDS @ 16" O.C.WV � WOOD FRAME WALL PER FBC W O.S.B. , AND ENERGY FORM SUBMITTED W/ 2 - 8d TO SIDE &TOP NAILER (SEE PLAN) 2x W/ (3) 12d WOOD FRAME WALL PER FBC WITH PERMIT APPLICATION i 2 X 4 SPF STRUCTURAL SHEATHING ON AND ENERGY FORM SUBMITTED EA. END TOENAILS EACH AND ENERGY FORM SUBMITTED BOTH SIDE FROM TOP OF WALL (WHEN EXTERIOR WALL IS WITH N EXTERIOR ALL I 7 16" O.S.B. END TYP. WITH PERMIT APPLICATION AT 18" O.C. TO BOTTOM OF BEAM, ATTACHED (WHEN EXTERIOR WALL IS EDGE VIEW 2x4 SPF CONTINUOUS / (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) PER NAILING SCHEDULE. ' EXPOSED TO INTERIOR SPACE) BLOCKING ATTACHED EA. SIDE EXPOSED TO INTERIOR SPACE) 2 X 4 SPF 2 X 4 P.T. ; TO 7/16" OSB W/ (2) 8d 2x4 SPF CONTINUOUS AT 16" O.C. i STUD TO BOT PLATE: SIMPSON SP4 SEE PLAN FOR NAILS. SEE DETAIL ABOVE 2X BLK'G. TO O.S.B. BLOCKING ATTACHED EXTERIOR SHEATHING ; BEAM SIZE W/ 2 - Sd EA. END TO 7/16" OSB W/I (2). 8d ATTACHED PER NAILING NAILS. SEE DETAI AB O E SCHEDULE TB13 ON LINTEL '� • "• 2x BUCKS SEE MS11 SHEET 7 AND 7.1 �' " " " RADIUS AS REQUIRED +;.#. 1/2"X8" i BUILDER. FRAME FOR MORE INFO EDGE VIEW 7'-0' MAX ;;_ _ �: , NOTE: HOLD FRAMING 7,/2" @ 32" O.C. ANCHOR BOLT „ „ WINDOW OR DOOR OPN'G BACK FROM FACE OF BLOCK BUILDER FRAME AS RIEQUIRED US WITH BLOCK FACE FOR SHEATING TO BE FLUSH 2x BUILD•OUT BEYOND \\\\\\�taR •• N WINDOW OR DOOR OPN'G 8" CMU WALL - ! \ 1/2"=r-o" WF21 KNEEWALL @ENTRY FRONT WALL 3/4"=ro" WF38 KNEEWALL @ENTRY FRONT WALL J lb WF01 DETAIL @ARCH WINDOW FRAMING N.T.S. WF14 KNEEWALL C ENTRY FRONT WALL N.T.S. . N.r.s. WF02 DETAIL @ARCH WINDOW FRAMING 5 v Ire PROVIDE 2x4 ON TO y \�a� -0F 2x8 TO BLOCK OUT 2 ROWS 12d @ 1%/� ROF E SSI \O`\ TOP PLATE ATTACH w/ 3" O.C. UBLE 2x4 '/j7"4l+IIIIIHI6 L - (2) 12d NAILS O.C. TOP PLATE m STRUCTURAL SHEATHING (SOLID BLOCK w/2x6) 4Bx 7 7/16 MIN NAILED W/ Ed 2x4 STUD COMMONS @ " PER PLAN - �\ \ EDGE & 6 O.C. FIELD RUN 2x4 BEYOND AGAINST.2x8 STUDS P SPLICE � FULL SHEET FROM BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 \`� TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SEE GE05 FOR 2 STANDARD \�� 1 ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END `�.I \l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING T� ` TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SUM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF $ 8 m ti OD r WOOD BEAM SEE g" F' ti 00 r- STRUCTURAL SHEATHING I N \ 12d NAILS @ 3" O.C. PLAN FOR SIZE E =-'6'g D r W I ' �, `• 'TOP PLATE TRANSITION SIMPSON HUC410 0R (2) .g U $ PIPE OR DUCT w/ OUBLE;12d i " ' TO BUILT-UP COLUMN. DO �+., r— PENETRATION THRU ."� SUPPORT COLUMN BUILT-UP MIN. _ R m `~eWWW.FDWSENQ fA m h m LL' °- i+ +I = TOP SPLICE •' . (3) 2x4's OR 4x4 W/ (2)-10d 5 gQ." ui ui ,. VARIES W + +I In TOP PLATE w/. MORE _ ROOF SLOPE I o THAN 50% OF TOP (SHOWN A5O4 x 4J�H �Y Y.I .�`R g'Z t a o_ 3 ROWS 12d r �, „a may 0 2X TOP PLATE TO l 002 PLATE WIDTH INSTALL @ 3" 0:0. ; ; �' , 9 B s n0'Q z n `o GABLE END W/ 16d S SIMPSON PSPN516Z (2) SIMPSON HETA20s �"s �,■ �, a w 16 x o I > p w s-=m�-- m -+ a � , w/(12}36d FA, TO COL o WOOD WALL OR NAILS @ 6" O.C. I w/ (12) 16d. NAILS TYP. ,111 �, �. N a d TRUSS. SEE PLAN 2X4 CONT. w/ (3) 12d 'L O P $ COMMON NAILS EACH -; _ _ _ + _+ TOP & BOTT. , �° 8Z = v [�i OTTOM SPLICE x'i a, CENTERED 2 MSTAM36 STRAPS I'Z d a k STUD TYP. T&B + +I + NOTE: @ ALL EXT, CONDITIONS ATTACH 2x STUDS TYPICAL BLOCK CENTERED w/ (13)-10d NAILS s0 o rn o TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL �• ', Ea TO COL., z■ N SIDE TYP. TOE NAILS MAYBE SUBSTITUTED W/ TIE BEAM o Y , '; 11 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W/ 8d 2 1/2" x 0.131. NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED " Z i o SHEATHING z o TRUSS OR ROOF SYSTEM COVERING NOTE:. - -^ PLATE LENGTHS MUST BE AT Z LEAST 8'-0" LONG. TYPICAL .);.a ;,a" a 'in `- LD02 SHEAR TRANSFER EXTERIOR WALL N-Ts. 3/4"=1'-0" CD04 BEAM @RAISED ENTRY MASONRY WALL N.T.s. GE15 FALSE BEAM AT GABLE END WF17 TOP PLATE SPLICE DETAIL N.T.S. Z'N m �I 11�I1 4-J 2x8 SYP #2 TOP &BOTTOM 0 W W IM to h ATTACHED W/ Ln (1) ROW 16d 2x6 SYP. #2 m m m RIPPED _ _ _ SIMPSON HUC410 M. OUT BEAM CI SUPPORT REVIEWEII.i h t , . X m N E NAILS @ 16 O.C. TRUSSES IF SPECIFIED ON PLAN *�" _ cps ro - U m - - -- _ CODE COMPLIAI ,•. la_ BOX HEADER DETAIL - •-- 1 1x„ Its � ; BUCKET SEE ROOF c � w * CRIPPLES MAY/MAY NOT BE PRESENT. ; PLAN FOR MORE INFO ; <, o mm 7/VERIFY HEADER ELEVATION ; ; SEE ROOF PLAN ST. LUCIE COUNTY 16° O.S.B. IF ONLY (1) KING FOR BEAM slzE I =�� HQM�ir�": I�� C (1) JACK USED AT EA. SIDE Q EACH SIDE OF OPENING G.C. TO 2X BLK'G. TO O.S.B. W8d W/ 2 INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d 13) 2 x 6 LAMINATIONS W/ (2) Rows OF STAGGERED led 5/8" x 8" EQUALY SPACED COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) PER SIDE INTO CMU AT NO BASE EDGE VIEW (D-0102" Lr3-1/2")OR EQUAL (D=0.162".L=31/2")OR EQUAL JACK TO. HEADER, HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL KINGS JACKS KINGS SIZEJACKS EA END EA END EA END EA END LESS THAN 4' 1 (2) (1 (2 >4' BUT <9' (2) (3) (2) (2) 3 4 3 4 HEADER ANCHOR , , , 12 �^ , &CONNECTION INFO '. , NAILED TO TOP PLATES, , , HEADER&JACK I (TYP) SEE ELEV. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ' PRE-ENGINEERED WOOD TRUSSES 024" O/C �17 N0EADER SIZ. &SIZE OF 3000 GULFBREEZE PARKWAY H&GRADEE R PLAN RAFTER TIES FOR CSEE OLUMN SIZE ; UPLIFT CONNECTOR (SEE SCHEDULE) GULFBREEZE,FLORIDA 32563 EACH END •------ -- --.- -- ME CONNECTION INFO OPTION A OPTION B SEE PLAN FOR (Z) ISTA 30 DOUBLE 2"x4" TOP PLATE BEAM SIZE 1/2" OSB FLITCH PLATE DIVISION LOCATION: NOTES: 1) ADJACENT NAILS ARE DRIVENMOM 3) FOR 4-PLY, PROVIDE 1/4'DM. x51/2"L40 OPPOSITE SIDES OFTHE COLUMN.. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) CONNECTOR REQUIRED / INSULATION AT EXTERIOR (3) 16d SEE PLAN SEE SCHEDULE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN. BASE. CONNECTI N "x4" STUDS 016" O/C / PORT ST. LUCI E ® Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4"OF 4) REFER TO NOS SECTION 15.3 FOR ADDDIONAL INFO. SP4 AT COMMON WOOD FRAME WALL PER FBC FOR WLL 2X CRIPPLES "� IN CONNECTION JNFO ��.�• THE THICKNESS OFTHE IAST LAMINATION. WF37 TYPICAL COLUMNS DETAILS N.T.S. AND ENERGY FORM SUBMITTED 24" O.C. NAILS TYP ( ) HGT. WITH PERMIT APPLICATION SP2 TYP. W/ AND BOTTOM TOP AND BOTTOM 2-ROWS 12d NAILS STAGGERED@ SECTION A -A SCALE1 1 2" - 1' 0" - C(06 I ED `` � {,I V FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR - SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) J" F.F. OVERHANG -474 CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2- mr�r•.��7� eaa 1IJ I� ,r I• Y • • • LOCATION---,.a, fir..// �i10 •,III +V; r F(2) 16d TOENAILS :��:ACH END TYP. r • :• :• • EACH END WA LS 12" O/C EACH / - - * WHEN STUD LENGTH FACE OR 3-ROWS 15 LESS THAN 12" USE 12d NAILS STAGGERED STRAPS AT EACH @ 12" O/C FOR 2 x 10 SIMPSON SP2 @ EA STUD STUD WRAPPED OVER STUD PLATE & NAILED OR GREATER HEADER A A RATED STRUCTURAL SHEATHING' APATOP MIN FASTENED TO TRUSSES W/ MIN TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 #2 SEE PLAN FOR -'° -- TOP OF BEAM COMMON Ed COMMON WIRE NAILS @ 4" O.C. a x �. BOUNDARIES 6" O/C EDGES & 8" STRAP S.Y.P. HEADER W/ ..� EE ROOF PLAN .____...- o O.C. FIELD o >_, LO 1/2" FLITCH PLATE OR BEAM SIZE & INSULATION AT EXTERIOR 10d NAILS @ HEADER. (U.N.O.) - INNECTIONINFO. - WOOD FRAME WALL PER FBC ` 8" O/C TYP. — _ AND ENERGY FORM SUBMITTED ? / m a ? P FINING AND BLOCKING AS WITH PERMIT APPLICATION OU 2 X 4 DOUBLE UIRED FASTENED TO REQUIRED (WHEN EXTERIOR WALL IS _- CRIPPLE STUD HEADER W/(2) ROWS SEE FLOOR PLAN FOR EXPOSED TO INTERIOR SPACE) M � LJJ M TYPICAL N.N.O.) OF 12d @ 16" 0/C UNLESS COLUMN SIZE & BASE SIMPSON SP1 @ EA. STUD - ® 0 m U) � LL NOTED OTHERWISE - CONNECTION INFO -j 2"x P.T. PLATE MAIN SPAN ROOF TRUSS ® Model Name / Number: 2 x 4 STUDS TYP. 1/2" X 8" "1" BOLT @ 24" O/C MAX 'c 300® SIMPSON HTT4 W/ (18) UPLIFT CONNECTOR CMU 16d NAILS & A 5/8" 8" x 8" x 16" K.O. " (SEE SCHEDULE) —VT—Plan Issue Date: EXPANSION ANCHOR •o, • BLOCK W/ 1 #5 CONT. W/ 6" EMBEDMENT U.N.O. o .n Tuesday, June 29, 2021 OOFy 7: OR 81/2" AT GARAGE ® KA PROJECT NUMBER: c STEP DOWN CIVIL WALL a * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE "' • "• " • " : �•�r •• v WITHOUT UPLIFT PLAN FOR MOREINFO21-4889 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. , L ,�5 i� Sheet: ) Of WINDOW OR DOOR OPN G if7( MS18 RETROFIT WALL OVERHANG DETAIL N.T.. WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WFO9 WALL HEADER DETAIL T N.T.S. �CD11 COMMON BEAM ATTACHMENT N.Ts. WF42 KNEEWALL ABOVE MASONRY WALL s/4"=1'-0" TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT20'-0" O.C. MAX (2)160 NAILS EA. END. SEE [RSH] _ SAME SPACINGAS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP ' TO BE LESS THAN , (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C, OR EQUAL TO 45° ,, MAX 9" UNSUPPORTED SEE STRUCTURAL NOTES MINIMUM 2"x4" - - 8d NAILS @ 4" O.C. IF 9" CONT, 2X4 #2 SYP VJ/ (2) IF> 9" 2X4 #2 SYP AND NAILING SCHEDULE BLK'G @ 16" O.C. FOR SHEATHING DETAILS CROSS BRACING 10D X 0.131 @ $" O.C. EA. SIDE (SEE PLAN FOR - + " '' `. WALL AND ROOF SHEATHING SEE TB13 LOCATION) ` �•''/���—BLOCKING + �y� IN FOR SPECIFICATIONS 2x4 SYP L BRACE FOR ' 2X4 #2 SYP BLK'G @ 16" . W/ �'.'� 1• IF> 9" CONT. 2X4 #2 SIP W/ (2) ' •. '�'' 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. (2) 16D NAILS EA. END. SEE [RSH] 10D X 0.131 @ 8" O.C. EA. SIDE ' , ,. _ APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR THEN 48' O.C. AFTER. NAIL w/ GABLES 6'-0" AND TALLER. SCHEDULE FOR SHEATHING �\ 2X8 BRACE NAILED, SIMPSON MT512 @ ATTACHMENTS ( MIN. FIRST 4 BAYS) r� �\ I 3-12d @ EACH END & @ CROSSING AT 45 ANGLE. ATTACH L BRACE w / OF LOOKOUT FTERS ' \ TS ;, ,, .- - (NOT RE 4'- WHEN GABLE IS 12d NAILS @ 4" O.C. 4'-1 OR SHORTER) FASTEN (1) SIM ON HGA10 TRUSTO , WEBSDE IF IF APPLICABLE ; �` w/ 12d NAILS CONT 2x4 SYP OR SPF SPANNING BRACE CONNECTOR FROM GABLE TRUSS A @ 4" O.C.WHEN ; �--STRUCT. SHEATHING ' TRUSS BAYS (8'-0") NAILEEDD DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. �° 2x4 SPF CROSS -BRACE � GREATER T AN 3'-0" 7/16" MIN. THK. - (3) 12d ° w/ 3.12d TO CHORD MIN BLO K/PLATE NAIL GABLE TRUSS @ 48" O.C. - NAIL W/ \� '� �• NAIL w/Sd COM. @ ' PER JOINT _ 1ST 4 BAYS) TO TOP PLATE W/ (3) 12d AT EACH END & AT , ,'; 5� ;, 3" O.C. EDGES & 6" � :, ," 16d NAILS @ 4" O.C. T. PLATE ANCHOR BOLT 0 T 5°x AN � a. CROSSING A 4 ANGLE O.C. FIELD CONTINUOUS LATERAL BRACING. 2x4 SYP OR SPF BLOCKING _ _ 4 BAYS - : Al 48" O.C. I. , BETWEEN TRUSSES @ 48" + " KNOCK OUT COURSE TRUSSES ' • `. 30d 0 4" O.C. NSITALLEBLKGRATTRUSS WEBS X-BRACING - 2x4 SPF OR O.C. MAX; FASTEN TO EA. CONTINUOUS 2X4 SPF CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP W/ (3)12d @ EACH TRUSS w/ 3-12d NAILS EA. MASONRY WALL END SPANNING 4 TRUSS GABLE TRUSS O 'TRUSS WEB BAYS (8 FT) NAILED TO 2x4 BLOCKING @ 4" O.C. )' ' NAIL TOP OF "T" w/12d & (3) 12d TO CHORD ',° TO GABLE TRUSS ROOF SHEATHING, SEE FOR ATTACHMENT NAIL TOP OF "T" TO GABLE4OF� } W/2.12d & (1)' TRUSS w/ 2.12d AND 1TB13 OVER JACK TRUSSES, SEE `. `. SIMPSON H8 W/ �`.� `. 1O-iOdx11/2"NAILSPLAN. SIMPSON MT512 w/ 2X4 SPF BLOCKING 14-10dx 11/2" BETWEEN TRUSSES `e\��qu►°I]It TB01 TYPICAL CROSS BRACING DETAIL N.T.S. T602 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 81/4"x11/2" BLOCKING 2-12d TOENAILS @ 48" O.C. MAX W / NAIL DEADWOOD TO 312D NAILS EA. END TOP PLATE W/16d @ CHORD TO 2X4 DEAD- O W ` �� r �•' Q•�N$ ,�6° •, 2X4 MIN. BLOCKING AT SIDS WOOD SCREWS GABLE w/ NAIL 4" O.C. WOOD W/16d @ 4-O.C. PROVIDE END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d - CENTER LINE OFHIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ "'BAYS SIMPSON LSTA30 w/ G: ; . i lec Q - BETWEEN TRUSSES W/ (2).12D NAILS EACH END TO TRUSS TOP BELOW, SEE PLAN. SOd x 11/2" NAILS - _ _ 14-10d 048" O.C. is 0, (0 e� CHORD Ca) WOOD FRAMED WALL @ DUTCH GABLE °. P.(�'i —9 6 ••'�• FRAME WALL OR BEAM 4� O �'.. BELOW SEE PLAN 4j * .. AROFESSX ? A .TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GEO1 GABLE END BRACING N.T.S. GE05 GABLE END BRACING - FRAME WALL N.T.S. �l���rl/(I)IIIIgiI�,w WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A TRUCTURAL ----- PACE G.T. SHEATHING N ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD ~ TO PREVENT SHEATHING ACK - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSES HIP 12d NAILS @ 6" D.C. MAX 24" SPAN (EITHER G.T 2x8 SYP BRACE NAILED SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE AX9" UNSUPPORTED SIDE OR BOTH IF REQ'D) TRUSS CHORDS 3'-4" IN AND SHEATHNG ING DETAILS FOR SHEATHING DETAILS USING 1Od NAILS @ 4" O.0 IF> 9" 2X4 #2 SYP'. i BLK'G @ 16" O.C. (2) 12D NAILS MINIMUM (3) 12d 2X4 42 SYP BLK'G @ 16" O.C. ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR W/ (2)16D NAILS EA. END. SEE 't [RSH].SCHEDULE FOR SHEATHING y" SHEATHING SEE * SPACED AT 10'-0' MAX SYP TRUSS BRACING ATTACHMENTS. (MIN. FIRST 4 BAYS) IF> 9" CONT. 2X4 #2 SYP W/ (2) g 'gg m m PLAN (— ' 10D X 0.131 @ 8" O.C. EA. SIDE 00 � ° g • F 0m 1`, 2x4 SPF CROSS -BRACE @ 48" O.C.- NAIL w/3 ' STRUCT. SHEATHING TRUSS CHORD ° 0 a .2X4 BLOCKING BETWEEN TRUSSES HIP TRUSS GABLE END ( ) 12d AT EACH END & AT ; , i' CROSSING AT 45 0 x ANGLE TRUSSES.. 7/16" MIN. THK. - NAIL NAIL w 8d COM. @ w & v d o wa�S - ,. > CONTINUOUS 2X4 SPF `� D.C. O.C. FIELD s�- aLL. IJ w O�Ia `° k 2.= w K 0 ;'g. o Q � � � -5 TB03 HIP / RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T,S. SPANNING (4) TRUSS `� i• A 5 YI $ m ° 0 SIMPSON H8 W/ 2x6 SYP 10-10d x 1 1/2" BAYS (8 FD NAILED TO I " ~ Y' 2x4 BLKING @ 4 D.C. . ` & TO CHORD GABLE TRUSS `, u� m ; " r+ 2 g i m % aNg P�� j a k 8 e w/12d 2-12d ;' a 2x8 SYP D ❑ ❑ CHORD BRACE - 2x4 SPF BLOCKING GE04 Www.TOBENG.cO W/ 12d NAILS. BETWEEN. TRUSSES : i @ aa" D.C. MAX W/ I S4 1 @ B^ D.C. z (2) LSTA18 312D NAILS EA. END I b Z 0 TRUSS NOTES: CONTINUOUS w/5-10d x 1 1/2" TO SEE DETAIL v . Z cry 2x6/2X4 SYP STRONGBACK & 810d NAIL GABLE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 STRONG -BACK X 1 1/2" TO "T" BRACE ,. TO PLATE W/16d @ a " "� (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING 13 APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT W/ 12d NAILS EACH TOENAIL EA. 2X$ i • 4" O.C. Z N i SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMBED @ 8" O,C. IN WOOD TRUSS CONSTRUCTION. FULLBUNDLES OFSHEATHING TO THE SUPPORTS, NO EXCESS CONCENTRATION OFANY LEG TO PLATE w/ % 8" A.B. e"� V) (D M J' TOR SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES 8, SHALL BE LOCATED ADJACENT OUT1/2" & ' la 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. i. ,', HGAI l(S)1/SIMPSON W/($) 1/4" a @ 4$" D.C. MIN. y {--' w - CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL ' +``� (� � OR D.C.MAXIMUM-HGA10 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO ':1• x11/2"SDS L LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENMN LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. ' EQUAL a"° —COOCK OUT ' Q w g 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT CHORDINSHE TALLED 2X6 PT COURSE L!) ATTACHED DIRECTLY BOTTOM CHORD OF 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH E%CEEDS STANDARD HEEL HEIGHT. 2x4 "T" BRACE SPF] PLATE 4 BAYSh--�- , Ln SEE TYP. TRUSS BLOCKING DETAILS SHEATHING SEE GABLE BRACING DETAIL w - cq c ` " 11 3T04TRUSS X4 AS SHOWN ALTERNATE �! CO d c 2a o GE04 "T" BRACE CONNECTION @GABLE END W/ VOLUME CEILING 3/4"=1'-0" GE03 GABLE END BRACING w/ VOLUME CEILING IN T.s. i_ rM1 TRUSS SPACES DIRECTION Q N O '°p W ® DAM HOM �B RUS VERTICAL SCAB 2X6 #2 SPF 48" D.C. W/ (4)12d TOP & BOTTOM OR HS SEE TRUSS 2} NAILS SECTION 70 TRUSS REVIE WED FOR FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Oft HCLR/LL IN PLACE OF (4) lOD B-B REQUIRED 0 RAFTERS GREATER THAN 81-0 "ODE COMPLIANCE 3000 GULFBREEZE PARKWAY SEE PLAN OUBLETOP 4 DOUBLE SEE STRUCTURAL NOTES AND NAILING , LUCIE GULFBREEZE, FLORIDA 32563 TOP PLATE PRE -ENO. TRUSS SECTION B-B SCHEDULE FOR SHEATHING DETAILS —� -"T" COUNTY DIVISION LOCATION: 2xASTUD WALL VARIES w ROOF ROCC V4e g�pLp,N SLOPE .\ / SEE STRUCTURAL NOTES AND ,.. PORT S-P. LUCIE \ / NAILING SCHEDULE FOR (4)12d NAILS G FRAMED RIDGE \ \ / / SHEATHING DETAILS EA. END ♦ Job Information: MAYBE NAILED w/MIN. MAYBEVERTICAL SCAB 2X6 42 2X4 SPF BLOCKING \ / (4) 12d WHEN IT LANDS SPF 4W O.C. W/ (4)12d \ BETWEEN TRUSSES / \ / NEXT TO PRE-ENG. TRUSS NG. NAMED ®. EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. / " BIDgW E w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER B THAN 8'-O" \ 2x4 SPF BRACE / ' @ 48" O.C. - NAIL w/(4) 2X4 SPF. BLOCKING ' COUAR TIE \ \ 12d AT EACH END & \ @ 48" O.C. MAX.w/ ,' 2X4 BRACE@ 4 '-0" EVERY 3rd SHEATHIN RAFTER \ ALTERNATE DIRECTION \ \ (3)12d END NAILS EACH END ON CENTER-�•,' , O CB \ 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) ' ' 7 C � 0 EACH END, GONT. EACH BAY B TB 2X4 SPF W/ (2) #7X31/2' TRUSS / / TRUSSES / / SEE PLAN ,' COP` Ln 0) ALTERNATING DR WOOD SCREW EACH OR H5 0 48" O.C. / / G7 M BLOCKING > M PRE-ENG.. TRUSS \ / / / / N '_ L01" M (1 CONT. ROOF SHEATHING AT TRUSS TOP \ d STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMm AREAS TYP. \ \ / / Z a SEE PLAN FOR CONNECTION e SIMPSON A34 OR \ \ / / / / TRUSSES , , ' M J Ld M 0 KING BLOCKING 2X4 P.T. BLOCKING BETWEEN I,, DIAGONAL DI GON WOOD - 2X8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ 2' 0" ON CENTER \ \ / / / ® CO "�) `� � 00 LL (�f� TRUSSES tl NAILS N' TRuss. \ n / 2X4 SPF BLOCKING EACH END MAX , 2x6 RAFTERS &2'-D"o.0_ y . BETWEE.C. ' ♦ Model Name/ Number. MAX. W/(3)12d COMMON TO FUDGE BEAM 240 MA .W/ / \ ®)12d0EA. WALL BELOW TOENAILS 2X4 RAFTERS FOR SPANS LESS THAN / \ END (TYP.) \ 3000 (SEE PLANS FOR TYPE) 4 Fr W 2'-0' O.C. MAX W / (3)1OD CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM SEE PLAN SIMPSON HGMAID ♦ Plan Issue Date: 2X4 CONT. AT STEEL OR WOOD BEARING SUPPORT 1/2" GAP @ 4'-0" O.C. MAX. T & B CHORD TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z" SPACE Tuesday; June 29, 2021 ♦ KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING EXTERIOR INTERIOR '� SEE PLAN FOR MORE SHEATHING INFORMATION 21-4889 2x4 S.Y.P. @ 16" O.C. 8"C.M.U. SEE PLAN FOR REINF, Sheet: S A Of: TB06 BLOCKING AND CONVENTIONAL FRAME DE AILS N.T.S. TB15 EXTERIOR NON BEARING WALL DETAIL N.T.S. I TB14 NON -BEARING EXTERIOR CMU WALL N.T.S. ROOF FRAMING AND BRACING DETAILS w 4r I 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 ar d #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" CIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE 6a 6„ 6" 6" DOUBLE DOOR W/ SIDELITES 7A /E 7 E Y SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR AP?. WHEN REQUIRED _ 4" DIA. CONCRETE FILLED PVC. PIPE. C? TOP OF SLAB Z I 'll op °I ILIIll",r° i- Ir- Ir i ° I 16" MIN. DIAMETER ° a ° I CONCRETE FOOTING (-1-�PROTECTION BARRIER DETAIL PACE VENLY e" e• B IANT U e g' 3EA NAIL SHINGLES W/ 110R 12 GAUGE ROOFING NAN.G. 378" MIN HEADS. 8 PER SHINGLE. soaa"" i� Woof 00 �ranr _Line veitet oemedng 'tin"to 36' wide - &aa +rye�QiD°s�+ "Toed WIn brad brrqw��e alerproafing 5 Inge oaa�,�r fey qA ndaleymenlor 17.iY ulvalent dr to o�P 6w'C j ln Rake not nnllt o wlthE"Ded Amin sh"Ie AAulgg Y` DYIp 8' of u a 2" Edger valley centerline wIri fasp(Alt ragr4 c�mern. , Cut 2" IIVV oorNb " did onaloll uplyr Save 7" e pieces to user In 6Mlowce (^ Cut shOgle9 bade from Valle/ wntarline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANTIMPUED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING AND EXTENDING A TER. WALL FINISHMINIMUM OF 6- ABOVE "%6"HGALV. VERICAL RISEOF FLASHING ASHING CONT. AT KNEEWALL PLASTERSTO rF. GEALAMROOF #7L SHINGLES X 6"H GALV. (-LASHING CONT. m FLASHING DETAILS NOTE! THIS DETAIL IS REQUIRED HIRI FusnING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION My'... A�"aP e e6Vas t drip INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW W/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS ..' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU ; THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH � DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 1/20 IIa 41 EMBEDM09T 2X WOOQ FRAME B® 110017 SCREW BY OTHERS SHEAT'i CN& BY OTHERS CAULK BETWEEN FIN &SHEATH IV6 3/4" MM EN E7CTERIOR .� OTp�q�STANf E ,y IL�/� 4 PE009TER 1/44111 CAULK 5HTA11 SPACE BY OTHERS WINDOW HET6HT INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R905.28.5 DRIP EWE. PlawmE IXaP EWE AT SHAGIE More. OVERI brain (76"). FAVE OF Wo SELOW SHEATHING iROOFA MNM1M OF 21 Meappumfastmer Spacing (Mtdba, Head and Silly #10: Sue" Nou)iong rib` '6derkr Fixed View Wi day AT R namllg; sprtse/9Yro/ft BaW' jStuart, #10XI412" Screw HNmnn PenetraNn sibling Dead / we". Cro$SecBtin V dew Male: We5th9ng/yrecommen3 the use offlashing and/orNashing tapes andsN "s asataledMASTM F2112-DJ. However, due to Abortion In modes and bul/ding types, It fete@ UP to the end user to determine &eproper Installation oflhow1hems. tIAVEIM BUBBLE WRAP ban Before instaXing your window, Me bubble wrap maybe peeled back for inspection, but Please m Sft the wrap to protect the Mod¢from SGatkeS aridoMa damage und] curaWchon wcomplete. Shar1 Mebare to be sure the opening is 3/8•MI/2" larger than the window due both veretaN and hurfzontaM. • You mar wish M predrill the usrallatgn holes in the 8n at Us Il Dariaged Me predowfoedIda I? memmh as OW amn,t neeawfil Step 2 Apply a generous bead of zillion to the badslde of the amuitlng an. Ike enough same to sufficiently III all voids betwree" the On and the wall sheathio . Shop 3 irsed the wbdm M pre opening from the omside, Thewndow is labeled'made• ant "aedde", but d t ew labels have been removed, the gaping bead siwud alwaysbe to the Inside of the thilikkig. Shop 4 fiscal shire under don sill, ad)cseng them until the tart Is plumb in the opening. Slams shattl be installed under the all away 2 W. The window 9wuld be bibloatty centered 0 the opening with our more than 1/4" gap betwlen the window and wall fnmIn . Step 5 Install a#10 x 1- 'screwWfmm the inner of the fin at each end of the head, by and both jambs, Step 6. Imtal the remaining fnumers in 8°Increments from Me caner screws to the evils branch frame member. Usecarenatlover- tghten the screws and pull them through the fun. Also, mNce we the screws go in smaght and do not am the frame to bow: Wall trod shwhi be a IGamum of #2 Spri ce/PlneJnr. Fasteners 9tould be #10 scrmva of sul8tlent length Ib adlfeve i-3/8" peneirabon into the we# and no less than 112" from edge of framing. Fas&ma needed Tread, side of framema[taese 8" lR oFFtarlle Member f0" d8' 28" 89" :@" SO" I ter I "" 1 74" 82" g0" 98" Numpar of Fastners 1 2 1 3 1 4 1 5 1 $ 7 ^ :1 B 1 9 1 10 11 12 13 7 Remove elce s d iwne our Icon Award the fin And Inspect for tales a YoWs. Use dici to Me any voids. Sfep.8 If desired, a loam Insulation an be applied to the Interior gap between the wIntlaw and wolf framing. If apMied, Mkrmistbe A� NON EXPANDING TYPE FOAM. Step 9 Smm Mere window are typically used In rooms with high moetu 1, le; b ahmorm, it B rawnmalded tat the Interior gap between the windarard wall framing also be seated With sNwne and tooled so as not to YBapere with Me Installation, of wallboard, rile or Mm.. Step 10 Once all construction A complete, remove the bubble wrap from the inside and ouklde of the Wrwow. If necessary, cleanMe blocks with a mild detacentand warm water usim a soft loth. Failure to follow these procedures will void any and all warranties. Mid r rn a i° �.ro .41� Z W u 4 Product Approval Submittal Affidavit � N $�� E Act � ° � z ue a1M1o Building Address: Contractor:ga Z� ` a Building Permit: n o� Product Design Manufacture Model # Attachment Approval # tip J Pressures Method �sr° wNw.Fo6ENG.DDM ❑ C1 ❑ Roofing: - - 0 1st ChO1Ce AOUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 g o NAILS. 3/80 MIN HEADS. 6 PER SHINGLE. Of W/3/8" MIN PENETRATION THRU SHEATHING � IL ` ROOFING VENTS: a n r DADE Florida Medal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, COUNTY APP. ducts c. "Off- - event" 1" FROM D TYPICAL FL21580.1 R-2 to � M ROOFING UNDERLAYMENT: v w TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND m 1St Choice PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL12328 R9 U _15 I,__-_ R905.1.1 0 w Overhead Garage Doors: `^ Ln � m 53W5 - _--' `"� � 1st Choice 1 +30.0/-30.0 CLOPAY 6 x 7 2"x6" P.T. WOOD JAMB WITH FL16546.8 t c CLOPAY +30.0 -32.0 53W5 (5)1/2" DIA. x 8" "1" BOLTS ono 2nd Choice / g x 7 FL15279.84 s O �- - Swing Doors: 4m 1st Choice +67.0/-67.0 THERMA TRUCORP. ALL ONE 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/1.6" X 3" FL20461.11 FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL 0461.12 +67.0/.67.0 THERMA TRUCORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL2046g.1 A. DAMS HOME$ FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FI.15215.2 LITE SERIES THEREAFTER. (TYPICAL. ALL 4 SIDES) ,r.� FLORIDA CONTRACTORS UCENSENO.CRC1330146 Sidelights PLATPRo'�N REVIEWED, F Ri523.5.2 3000 GULFBREEZE PARKWAY Sliding Doors: CODE COMPLIANCE GULFBREEZE, FLORIDA 32563 MI WINDOWS &DOORS SERIES 420 S(gD U'C�E ''� - '1332.4 DIVISION LOCATION: 1st Choice AI Urn I Inn MI WINDOWS &. DOORS SERIES 440 Sr3D BO CSC.. FL15332.12 PORT ST. LUCI E n Alum. reinforced ® Job Information: Windows: +40/-50 MI WINDOWS $W SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice single Hun (fin) ANCHOR WITH MIN. 14A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +-00/-50 MI WINDOWS Single Hung (flange) OOR WSTAIEN INSTALLATION THROUGH TO PROVIDDE 58" MIN. EMBED. BUCK USE M WOOD SO WOODEW BUCK. FL 17894.2 +50.0/-50.0 MI WINDOWS 3640 SERIES SUFFIENT LENGTH TO ACHIEVE 1%' INCH MINIMUM EMBEDMENTFL17676.2 Single Hung (fun) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame I� Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 18504.1 c 1st Cholc MI WINDOWS Mu Ilion 3 16' TAPCON ANCHOR WITH SU CIENT LENGTH TO AC IEVE A 1'A p to M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 U 01 Mullion EDGE DISTANCE M .fir w M Fixed Glass: > M a 3 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18544 R-6 ¢ a WITH ALL HOLES NOEDESI DESIGNATED TEDCFOR TAPCONORY NSHOU D ATIONS M M C p _j Ld :D W i BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE sy� ' ^ , ^ 5/8" MIN. EMBED. INTO WOOD BUCK. J W V / ( J Soffit: ® Model Name / Number: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R5 1st Choice of length 3000 Plygem / Vantorm I Plygern Double 5 1 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard I standard vin staples solid 144 wen d -145 FL12194.2 r Plan Issue Date: Hurricane Panels: Tuesday, June 29, 2021 Dade County App. ALL M RI A 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS sto m Panels FL16293 R3 KA PROJECT NUMBER: I have reviewed the above components of cladding and have approV#d their 21-4889 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 sheet: Of: Name: Luis Pablo Torres Certification Number: FI. # 87804 SAS MATERIAL Name: Certification Number: REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS /'FOLD UPWEATHER WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH �� / RESISTIVE SARAIFR& BARRIER GENERAL FLASHING AND WATERPROOFING METHODS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall - SELF -ADHERED FLASHING TEMPORARILY SECURE DOOR ROUGIi OPEf ING TO �E UJo'ED. envelope shall include flashing as described in SeMion R703.4. _ WINDOW UNIT frWEATHER RESISITN/E R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE s EXTERIOR SHEATHING SELF -ADHERED FLASHING DOWN 3/4'•1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER '� 0.3 in : 12.0 In _ SELF ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. ' BY LAPPING OVER RIM JOISTAND UP WALL BY6IN. THRESHOLD OF DOOR AND RETURN UPJAM86".USEILIQUIDNAIL CRAND BRANDCAULK (0.6 cm: 30.5 Cm) SELF -ADHERED FLASHING /�� C Pf DETAILS 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 No. 15 y x"pnwiumw; OR EQUAL WEATHER PRooL NQ 1VDUCTS \WEATHER asphalt felt Shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the SELF -ADHERED FLASHING EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive RESISITIVE CEMT. FIN. PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R703.1, UNDER DECKING (SEE DETAIL WP07) SUBFLOOR R703.7.3 Water resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied ever woodbased sheathing, shall include awater-resistive vapor -permeable barter with al performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather RIM JOIS Refer to the number marked as in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above header tO allow for flashing installation BUILDING numbered IternS In the list Of IrIStrUCUOnS below: Exception: Where the water-resistivebarrier that is applied over has a water resistance equal to or 2. Self -adhered Cashing plus head flashing underweather resistive barrier PAPER 1. Install Self -adhered flashing In order as shown by numbers from the stucco o by an greater than that of e0-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater Grade absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and t t 87t 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 8 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashin self -adhered membranes and mechanical) attached flexible g pp ng, y � y paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING Scale: NTS W P 01 SELF -ADHERED FLASHING W P 02 SELF -ADHERED FLASHING CEMT, FINISH SILL./ POTSHELF/ CHIMNEY SHOULDER W P03 Scoring Cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Seifadhered membranes used as flashing shall comply with FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6"x 6" with AAMA 900 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING RUBBERIZED ADHESIVE 6. Fold as Shown by BfrOwS exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING -� _3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT ADHESIVE folding the flashing to fit flashings shall be installed at the following locations: SELF FLASHING 7. Angle Of Comer may vary, adjust of accordingly g y y 1 g g g y THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLANGED WINDOW -ADHERED tight to comer REFER TO TECHNICAL UP JAMS6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) Ill 8. Mechanically fasten as necessary Flashing exterior window and door openings s all extend to the surface of the 1.exterior window and door ng at d2h LETTER ON CHEMICAL SCORED aopenings. ist exterior wall finish or to the water -resistive battler complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY RELEASE PAPER attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed , in accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" (BEFORE FOLDING, SCORE �'0 r RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1.1 The fenestration manufacturer's installation and flashinginstructions or fora (nation not addressed in the ' PP FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. + THRESHOLD MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct wator to the surface of the exterior wall finish or to s a the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides. SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 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/ FLASHING 2 WDMA 300 or FMA/AAMA/WDMA 400. z 5FLASHING P. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED projecting lips on both sides under stucco copings. NAILING FLANGE 1 - 4 2 Q t 6 3. Under and at the ends of masonry, wood or metal copings and sills. IE DEAL TOPS OF JOISTS ���J 4. Continuously above all projecting wood trim. DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 7 5. Where exterior porches, decks or stairs attach to a wan or floor assembly of wood -frame construction. At wall and roof intersections. SELF -ADHERED FLASHING A W PO4 SELF -ADHERED FLASHING p P05 SELF -ADHERED FLASHING W P V 7. At built -In gutters. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK V V INSIDE CORNER SELF -ADHERED FLASHING DECK PROTECTOR - �• '�+ . �`- - __ SHEATHING ?, �, 7/8" Cement Plaster 718" Cement Plaster in accordance with in accordance with -- ASTMC926 ASTMC926 SELF -ADHERED FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance lathe in accordance with ASTMC1063 With ASTMC1063 SELF -ADHERED FLASHING rr DECK PROTECTOR I - I Building Paper Building Paper 7/16"O.S.B. O.S.B. i, sheathingDOUBLE in shea sheath g ' SINGLE JOIST ' ' ' / Metal Kee top edge JOIST SELF -ADHERED FLASHING h ,,, �� Flashing '�•... ... 0f weep screed SELF -ADHERED FLASHING t 2„ below top of 3 1/2" block 2 Unperforated 3"MIN 4 ' Flange 7/8" Vulcum ' ; Weep Screed cauk bottom O joint oint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF-ADHERED2x;DEC LASHING 7 SELF -ADHERED FLASHING W P ®� APPLY A LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ( 1 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed H0.8362X;DECK JOIST OUTSIDE CORNER INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" CementltIoUS Sheathing Decorative Finish ° • o, All inside and a,o outside corner will EXTERIOR WINDOW UNIT 0• ,�-��IIgge,d to be miter �"U11"and caulked all CEMT. FIN, Cement Plaster A otnts need to BUILDING PAPER SLOPE SLOPE in accordance with ASTMC926 ° o, caulked using iuclfm 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 r', 7 (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 ILE COPY Block WIRE LATH ated o Flange 1/2" Weep BUILDING PAPER Cement Screed BUILDING PAPER Plaster over block istfloor ' EXTERIOR WINDOW UNIT CEMT. FIN. install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DEi AIL 3 Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING 10: SELF -ADHERED FLASHING WP "� FLASHING n 2 the SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEADEWF CEMT. FINISH WINDOW SILL CEMTSEL�FSHRED ARAPET WALL tl Weep Screed. Q O'Q, O<G i F 1.0 '''/'��4tr1, OFESSt h OD to to m ao yb&E I g Rt g2� �$w 0-� 3 >,' 0 5 3 O �00 m of far € LL - 2 ¢ 0 °"2.14 2 O M o m�� gas WWM,FDSING.COM ❑ ❑ ❑ 0 L0 a: ' Z M Z 8 a a. Z y 1 1 le 0CIL Z �� - N fi7f Z -J - rD W � O � ChW rL L) _N.E U N of I oa ' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32SE II PORT ST. LUCIE IVI Job Information: LL O 7� L o ,-I CLO 0 6 m m a 3 E qi ® 0 _l LU LL J m u) (1) Model Name / Number: 3000 Plan Issue Date: Tuesday, June 29,2021 KA PROJECT NUMBER: 21-4889 Sheet Of'. WATER PROOF DETAILS d• W W Z n batn cluct to roof or wall cap ---- a 8x41wcd 5" bath duct 50 to roof or wall cap w/ standard 70 s CONCRETE PATIO ; W/ Standard 70 s 21'-0"x10'-0• cfm bath fan W.I.C. OWN x4-1-wc � I $'CEILING-- -_ _20 cfm,. bath fan —light.. 150 — r 1Ox6 1 cd W.I.C. O ' CLG �J 55 4" 5 -; -- N� Oil 64 111 [oil CZ —\ Y 1 Ox6 1 wcd j 01 1L �1 110 ------------------ - -- ----- --- O ov N RY NOOK U _ dryer wall cap' = S'CEILING FAMILY ROOM OWN Lrl I I 10x6 1 wcd 205 I t� - I 60 CATHEDRAL CEILING 1 AY C NG 14x8 1 j cd � 6„ 8„ P RY w 20 61, 12,, S ti 8x4 1w -- 12x6 lwcd 12x6 1wcd __ _____ 105 105 18x18 rag -�- 7 IN 16" m 3 ILING12x6 1 wcd Z I � 215 812" i 10x6 1 wcd Q � r _11 95 BEDROOM #4 — LI ! v 8' CEILING 5" bath duct 6 -`I to roof or wall ccp w w DINING ROOM CATHEDRAL CEILING 1OX645Cd 2418 rag w/ standard 70 1-,------ ,------- 6„ „ cfm bath. fan 30x18 fbrag 1 10x1 0 roo 16" 7 8' LG 2 25 A/C --- 4 B' cPAD - 8x4 w d $ FOYER - 10' CEILING f 14x8 lwcd_ 165 10 w.l 20 42X42 A/C SLAB 2 CAR GARAGE LIMN M - By Y BpL(�Dn AR `/M, MIN ' n W 8' CEILING 10' CEILING 2' 1- R Q M WA L L v , —�--- U) O LLJ REVIEWED FOR I - ENTRY " CODE COMPLIANCE (D NO Q! 10' cLG. ST. LUCIE COUNT LLB L U 4.0 TON W/5KW ®240V 1PH �-- 14x8 lwcd 18x16 plen -- 12x6 1 wcd h 2x12 ag� 115 BOCC platform by 100 blur scale :1/8"=1'0" z-� Q FLOOR PLAN NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 BEDROOM #3 BEDROOM #2 0 CL _ N S' CEILING S' CEILING Q p CV Z `o r� o m FILE COPY w > z ® Z 0 W -d Q m om< ( 0 M [L J V/ Rating Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. AREA CALCULATIONS 1st FLOOR 3000 S.F. TOTAL LIVING (AC) 3000 S,F. GARAGE COVERED ENTRY 44S S.F. 30 S.F. TOTAL AREA UNDER ROOF 3478 S.F. 1st FLOOR GARAGE COVERED ENTRY PATIO 3000 S.F. 448S.F. 30 S.F. 210S.F. TOTAL SLAB AREA 3688 S.F.