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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS INGS R318A CAST IN PLACE CONCRETE CODE CRITERIA 'SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS 0 ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. W WF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 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 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL FLORIDAFLOR DA BUILDING NFPANATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.- (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 7" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. ALUMINUM DESIGN .MANUAL - AAF-20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R7037 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGH , GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI ( f'm - 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 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 DEFLECTION CRITERIA REQUIRED DURING CONSTRUCTION. OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE RE Q ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR ]-JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: R703.7A LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16 HEAD, OR 14/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF PLASTERING WITH VED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLER702A(1). 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR SOFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN. THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9• TYPICAL FILLED CELL REINLOADS TO SIZE AND SPACINGS ALL A YS ABOVE AND BELOW ALL WALL OPENINGS. 11. CONSOLIIDATE ANDFRECONSOLIDATE GROUT RPOURS PER CODE. GROUT SHALL BE FLU HAND NOTWITH TOP OF LOADS FORED WALL YS, PER CODE ACI 318-14. 10. O NOT APPFACING *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING 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 - R7 ER-R WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER- RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. 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 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 OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LIN�S, 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHE, VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS.' S. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24,). WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL FRAMING MEMBERS SHALL BE S.P.F. #2. DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND ONTRACTOR AND ARE T0. BE DESIGNED AND DETAILED BY OTHERS AVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. ICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. OR CONCRETE TO BE PRESSURE TREATED. CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS VALUES U.N.O. (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON-CONCURRENT)INCHES. 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED " STRUCTURAL I OSB EXPOSURE 10R WALL SHEATHING:? 16 S UCTU / A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS 15 32 " RATED OSB EXPOSURE 1 / AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE VALUE DENOTES SUCTION DIAGRAM ,AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 W 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 50 (+) $4.8 �7.1 (+) 24.8 O 0 (•) 31.1 0 (+) 23.4. (+) 23.4 100 (-) 25.7 (-) 28.8 `Y DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-O" xi, 7'-0" 1-) 51.3 (+) 24.3'. (+) 23.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND0.BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 = aaJ COVERSHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVA'l'IONS 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 %'% b e E a \\QP •.NSE• ••*s a�06 4�: N° s OF ei F L O , •ty:La;fe�c j d m a d c y to ao cv coo an a W ro w c`io n A d m F ,n ao r g a * * gE Q u 119 ,e,= pg - y c oEZ ¢ 0 hS FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIE TOP CHORD DL 10 (PSF) f?,. BOTTOM CHORD LL 0(PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES �� '''^`. a a INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING �•wy� SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BorroM CHORD DL 5 (PS �LLw a o a a W N IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE ©� •� L f _ _ ® p _ c a ¢ o 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 7 RED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN v� 1 m 9 O ¢ 9.V 0 o SELF -ADHERED SPECIAL FLOOR LOADING _ PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS15 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. ° '� ",;f `„ FOR w «§ W N g %V 00 m 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: COMPLIANCE -e' Z =� a Q 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) : y i 5 � >I � c G j V _ 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) , ,,�, P'� v . V r 5. TRUSS ELEVATIONS.AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY Ys I E COUNTY NT i'g� ayw,�,;ENe,cgM, ❑ ❑ ❑ APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. LIGHT STORAGE 125 (PSF) S ®"" " c • EXTERIOR WINDOW/DOOR OPENINGS.. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS LIBRARIES EOvC Cs+ .n • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. ,a DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) O _ • 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) z • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, • 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 @ HAND RAILS (d) 200 (PSF) Z CM 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) Z CM CONSTRUCTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS - ROOMS OTHER THAN SLEEPING 40 (PSF) `Q �' v� a"" I M. • AT WALL AND ROOF INTERSECTION. wr N (D • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSSHANGERS. SLEEPING ROOM 30 (PSF) a STAIRS 40 (PSO - n UPLIFT CONNECTORS FOOT NOTES N 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 N TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE OF THESE WALLS WOULD THE TOP. Te w c W f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A � p 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 SO. FT. •.%luO w g ; MORE INFO. FILE COPY FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: am 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed In the titleblock of these w t ° 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 all- $ ' 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 ® U `� o 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 c v 1 Cn Q 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 ¢ `Naa d nom INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL the commencement of any work. The Designer/Engineer are not . PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY 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 A DAM HOME 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KAI AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2W' TITERS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. 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 AND ACTT d NAILS TO TRUSS FOR UPLIFTS LESS THAN /4" LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN TENS O. IF CORNER STRAP IS Assurance Manager immediately. r/ backch with ut dv considered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITERS ONE EACH SIDE OF TRUSS. for reimbursement r the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 CONSTRUCTION AND KA AND FOR HAS NO DUTY TO ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR, iF GIRDER TRUSS CONNECTIONS ARE - 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. V I Job Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH. EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION 0 L MS OES ° G w° Of Northwest Florida®I > N M m ®JWZD m o -1 m I) w LO r,_ Model Name / Number: 000 GULFBREEZE PARKWAY GULFBREEZE, ROMA 32561333 1820 Plan Issue Date: Wednesday, February 10, 2021 VI KA PROJECT NUMBER: M01DEL 1820 21-13,�"a2 Sheet: w Of: COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. HAut SEE PLAN y 00 y . N ) 16" (2) #5 REBAR FM01 I SINGLE STORY FfG REINF. SEE PLAN _F f 00 ' 8" (1) #5 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. OPTIONAL CURB FOR F F VARIES MASONRY @ ELEV. 0'-0- W/ (1) - #5 BAR CONT. ". ••. • , r , el,..• ,••; 2 STORY: 20" X 20" REINF. W/ (3) - #5 CONT. SEE PLAN ;► 1/2"=1'-0" ( FM02 I SECTION @'GARAGE FM03 ITHICKENED EDGE 1 1/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYR. I - GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF �� RECESS & PITCH DRIVE cO2 STORY: 20" X 20"v 4" CONC. DRIVE W/ 1/2' EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 SECTION @ GAR. DOOR =l/ 2x BRG. WALL 2 STORY' 20" X 20 (SEE. FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) w _ IM STEP DOWN BRG. SE GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 USE OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO. BEq' W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FT( DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. # 5 REBAR 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12' PER FOOT AWAY FROM HOUSE 1/2" = 1'-O" U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. PENDING SITE CONDITIONS,. FOUNDATION MAY HAVE TO BE STEPPED 7 DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SEdTIONS R403.1.4.1 THROUGH R403.1.4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4"STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2090 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DR11{ DENSITY AS DETERMINED BY ASTM-1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. 1/2"=1'-0"1 FM12 1 STEP DOWN NON BRIG. 1 1/2-=1'-0' SEE PLAN OPTIONALCURB SLOPED GROUT PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o SEE SEETYPSEC. ELEV. 0'-0" WITH 'CURB (1) #5 BAR CONT.� " (G.C. VERIFY) z _II1'M1. II' F.F. REINF. *-',. - _ _ _ _ _ , • . (SEE PLAN) 2 #5 CONT. INSTALL LINING ` 2 #5 BENT BARS W/ MATERIALS PER• *" w"U °" MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDED FLR. Li 16" SLOPED TO DRAIN MIN. 2 #5 CONT. FM14 SECTION @RECESS SHOWER 1/2„=r-o" FM18 TYP. STEP FfG. DETAIL 1/2"=1'-0" ALTERNATE: THE REINF. BARS SHALL BE #5 CONT REINF. REINF. i GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" #5 X 25" X 25" o CORNER BAR ONE N FOR EA. HORIZ. iv REBAR, TYP. U.N.O. - (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10^ THRU FOOTING W/(3) - #5 CONT. CM�A TYP (;ORNFR RAP nFTAI1 ,-gin"=1'-0^ FM23 TYP_ FNI) PFNFTRATION 1/2"=r-0 STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION FOOTING OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL O'-0"-7-O" 8" 1 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"3'.4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'A" >4'-0" - 5'-4" 16" 16" 48" 48" Wc/ (5) #5 BARS CONT. 1162# 2'-8" & #5 @ 18" O.C.TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED' EA. VERTICAL REINF. BAR- #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0 (1) #5 HORIZ. CONT. TIED' EA. VERTICAL REINF. ElAW- FIN GRADE - TO TOP OF STRIP FTG. COMPACTED CLEAN FILL.; IN MAX 12" LIFTS - STRIP FIG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) s COVER dI FMASW i STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS', JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND 'VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION, EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM r-SEE NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #y CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE „18 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h TALL (TYPICAL ALL CORNERS) , is^ C. 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER. THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEENOTE5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. �. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs F1.0 V-0" X DONT. 1'-W 2 #5 E.W. Bar. 2000 F2.0 2'-O" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'8" X 2'-6" 11-W 3 #5 EW. BOT. 11000 F3.0 3-0" X 3'-0" 1'-0" 4 #5 E.W. SOT. 15600 F3 5. 3'8" X 3'8" V-0" 4 b5 E.W. BOT. 2150D F4.0 4'-0" X 4'-0^ 1'0" 5 #5 E.W. SOT. 28000 F4.5 4'-6" X 4'8" 1'4' 5 #5 E.W. BOT. 34500 F5 0 5'-0• X 8'-0" 1'-0" 6 #5 E.W. SOT. 42500 F6.0 6'-0" X 6'-0^ 1'-4" 7 #5 E.W. BOT. - 61500 LEGEND (� - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWOSTORY FOOTING - INDICATES PAD FOOTING oc l 9@ CORNERS ■ ■ ■ ■ ■_____________________________ ___ ____ ■ ■ ■ HOSE ---------------- BIBS FM01 FM03 o 3 3 I o ' i FM11 i� i FM11 , 3 3 z F2.3 y I F2.5 , x0 , aO I ' ' � O , 0 Bo bo , ;o 60 i STEP DN. 4" i zo C4 FM11 ' ' 1 3 , , ;TUB i e UNIT , W.C. , i- IAV. , zo -- + ° I r LJ I bl f -_ a ______ 1' 11" 3' 1" 2' 8„. iv LAVrr -1 III IL �. ZD JPI � 11' 8" N :,. �. �', W.C. IT ■ ``-r, �� I %7U6 STYLES MARIES PT 1 o I : .VERIFY DRAIN I a 1',''POCATION :11 3X4; I ; I '' I F.G. , SHW_R I I'°n _ , 24'8" % "-----, 12' 10' 212' - Y r -----. ..' D W • / , .:'SINK 12' 11" ' PROVIDE CHASE c ; FOR HVAC UNIT bo VERIFY LOCATION ; o , , I FM01 ' I r -� 4 11 t 3 , WASH I I ` �J hJ:It ' FM01 \� r---ia I I;�; 3 a0 'a 1 ii , \ STEP.. ON. 4" O�Q' FM11 FM12 11 W.H.l.'l ---------------------- _ FMO2 STEP ON. 5;6" ; o I , 6, 4„ 20, 0„ 00 a C.J. "_ ----------------'---'-------'-' z ;---- � _ - - - — - ----' , rn a xo o 0 04 2' 8„ 7' 0„ 3' 8„ a 0 m F2,5 a ■ iL 2 m FM03 ' 0 N I FM09 0 3 ' ■ ■ ■ ■ ■ 4" -(2) #5 BARS W/IN Fy EACH F.C. TYP. @ EA. u SIDE OF OPENING 16, 0" 0 ;o -C7 COMP. UNIT 0 'v N ;o ;t W i< a `,i#ED F MPLI L �*.q I 0 °^^� '�^^occ 'o a F� CU'p"6 p HOSE BIBB FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS 2 2 f� co v 0 w � Itl ,-I M atd W 00 ac 00 W. # a ffip D'OM2 W 3g��� mNM$s Q �'O wa V) a. N 6uPi S z8 ZWaw� a Z � 2.b ay8 3 M 0 W D ag Z .off 5' N 00 A `MWV.FDSMG.COM ❑ ❑ ❑ U Z Z Z Q J o- 04 Z cn uds w c vI =am f6 E w INS 2 U °r , 00 a QM Q In O Oq W FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: LL O z N r ° � W n c M � a m m vii LID M N i M v d Q J/•,/'� W Z) M o W .J 0 0 In LL VI Model Name / Number: 1820 Plan Issue Date: Wednesday, February 10, 2021 VI KA PROJECT NUMBER: 214352 Sheet: 3 Of: FOUNDATION PLAN Mj 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 = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. - 34,010 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,010 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" = 00 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL mm 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL IFM24.11ALTERNATIVE PROTECTION BARRIERI N.T.S.I PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 1 1/2- VTR INSTALL FAN BOX PREWIRk X\ dt I, INSTALL FAN BOX PREWIRE I I I I I I , , I I ----- -- ---- n, `FF ' , I I I o CEN.IOF WALL 3 I 3 I U ' I I I , I I � I 'FY ' I I I I I I I , , , I INSTALL FAN �^ BOX PREWIRE , I I I I I I , I I , I , A NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. INSTALL FAN f(^- L� WE BOX PREWIRE L J- \ GFl \ ------ ---------- — — ----- ---- --__ io ,I CM DOOR \ `\ BELL WP I GFI '(l YYY COACH \ LIGHT GFIW IGFIIGi G GFJi- r --�-- i -- ---------- - - ISP 0 FOR D/W I; MICRO/ `HOOD -� GFl I I I I if 1 GFI ' II _ J GFI 1 220 I ELECTRICAL rT GFI 42" AFF PANEL A "' W.H. 220 '\ "\ ATTIC ELECTRIC IF REQ'O BY CODE w xyy mwl- \\ J V W zCDo �\ z l\ acry Ou FQ ootnL) ¢ LL O O ¢ \y W �O� w 0 GFI @ {, �Y GFI LL p Q 42" AFF zmao FOR GARAGE O m to W DOOR OPENER w < w xo m ¢ ----------------------------------------------- z O om O I - — - — - — - - — - — - — - — - - — - — COACH COACH TO SANITARY LIGHT LIGHT SEWER VERIFY LOCATION IN FIELD BIBB DISCONNET WE GFI ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICALNOTES. 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 DEFECTORS 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). 8. 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. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A 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 SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING �} CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT co ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT L) 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL N❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING (� BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ami GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 410 ALUMN. IN 2" CONDUIT " METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. •m ID v o -i-L ro rn 3s$. W to r ro M m Ir �$wmc DO �ZT ng OLL LL LL N ti W _ N,N c B g C 'n - � W 3 Is" Z13 tg$a z o s s88 1113.g m o a trIL y ¢ a '6g1 D o x LO 0 WIMSDSENG.COM ❑ ❑ ❑ W z o z N Z Q '9 J Con a ri - to ^ z � — J W y LL M w v l) w pom Oc V c m M r 3 w 0 ar C) woo Q N O b0 Q'I W z DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: z N c N Lv N .a C N N N m li LO • I - Um (6 W � 2 0) a _ Lu _3mcn07 ZD ' LO LL -1 VI Model Name / Number: 1820 vF Plan Issue Date: Wednesday, February 10, 2021 VI KA PROJECT NUMBER: 21-1352 Sheet: w Of: ELECTRICAL PLAN OF BLOCK S LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR_ 48" OFF RIDGE VENT W' OW HEAD HG cD io 25 SH TOP OF DEL 25 SH 1 6 SMOOTH DECORATIVE — BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 12 48" OFF RIDGE VENT 6 BEARING @ ENTRY TOP OF BLOCK LEFT ELEVATION "B SCALE: 1/4" =1'-0" 48' OFF RIDGE VENT 0 BO LFLR. �_- 48. OFF RIDGE VENT Soffit productprovides 4.12 net s in Ride vent provides 18.00 net sq in / If _ Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of. Area to be vented (SF) 2409 s.f. Total needed for exhaustforupper 1/3 578nets inches Total needed for intake (soffit area, lower) 578 nets inches NumberofOff Ridge Vents for upper 1/3needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Uneal S.F. provided by plan "^• ' `" TOP OF W'DOW HEAD HGT LITE TEXTURED DECORATIVE Ij SMOOTH DECORATIVE CEMENTITIOUS COATING ❑ ❑ ■ RAISED BANDS RETURNS 0 SEE FRONT °D BO ELEV. FOR SIZE & STYLE - °O 33/2 SH FIN. FLR. - DBL 25 SH 25 SH FIN. FLR. RIGHT ELEVATION "B" SCALE: 1/4" _1,_O" TOP OF ■ LITE TEXTURED DECORATIVE CEMENTITIDUS COATING 25 SH W'DOW HEAD HGT c0 25 SH _ _ FIN. F (2) 3050 SH 2868 FRENCH DOOR 19 REAR ELEVATION SCALE: 1/4" =1'-O" BRG. @ ENTRY FLR. I a®1tAptTOP, rt °'..1 oww P,.•�'NSE pF o,FS,lO a� °j1,r;! rufal�� "5- to o g a m too00 a sg 6 H rn 00 r � � � Q O g m YJJk iJJk ak D� DO �qC LL LL LL 09 d££9 OWN T'gmP mi'N�Z W a 8�_ may W$ryC{ W a ° 3 13 0WOW C Q Z C 'aW� uI�R.Wm_� e� 2� a a. 38F � 0 c H 0 u a'Zg25 �. U J N VM'W.FOSENG.COM ❑ ❑ ❑ '' z z g Z N •O z J N a in Lf) C M vw , U — a o w � ' Nc cim �C MU o� V 015 In pp q Q N 0op �W REVIEWED FL,1 DAMS I HO CODE COMPMES T. LUCIE CO( FLORIDA CONTRACTORS LICENSE NO. CRC1330146 BOCC 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LiUCIE `Job Information: FILE COPY Cr. C 6" RAISED --a• - 7 0 TRIM — -_ — __ — __ _ TOP OF BLOCK W p -0 FITy )W iEAD HGT 07 ® I $ o Q J Lu m C vo0 �� 0000a000 �m�� El El a 0 El 717nN 0 Model Name /Number: 1820 DEL 25SH iluirElEl�ElE�El� .FLR. Plan Issue Date: Wednesday, February 10, 2021 LITE TEXTURED DECORATIVE 3068 DOOR W/ (2)1068" 16' X 7' 32 PANEL RAISED BANDS ®EMENTITIOUS COATING S.L. AND 16" H tRAN. ABV. OVERHEAD DOOR VI KA PROJECT NUMBER: DOOR STYLE Y VARY REFER TO SPECIFICATIIONS 21-1352 FRONT ELEVATION ►f BF, Sheet: SCALE: 1/4" =1'-0" ELEVATIONS 12 �6 SEE DE G.C. TO PR BLOCKING' W/ APA RO FOR SPAN 1 7/16"OSB SEE"HIP/R BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS r. T803 20'-0" MAX 20'-0" MAX W - - - _ EQ. Q `r 4 v O 'v R Z CD CD V 4 Q 4 - - °X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING o 0 2 X M BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - - )VIDE 0 COMPLY :OMENDATIONS (ATING OF IDGE DETAIL - - - - - - - - - _ - - Q O BOTTOM CHORD GABLE END BRACING @-/ LOP CHORD 2X4 #2 SYP ` 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft .WIND SPEED (ULTIMATE) 160.0 MPH (WIND SPEED (ALLOWABLE) 123.9 MPH (:EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG a=4ft (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 37.02 -51.06 51.06 -51.06 10 GABLE -37.00 -37 00 -58.99 -58.99 -58.99 -76,03 0 NAILING ROOF SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 29, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3B, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING:. Q iH[NSaLE:183z" EXP. 1 (220) IILE: '32' EXP.1 (�20 r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3a" x 0.113') NAILS 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN -U32", SHEATHING SHALL BE FASTENED a a #4 WITH ASTM F1667 RSRS-031 Od (2Y" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 92 SYP OUTLOOKER GABLE a=oft ROOF > 0 TO 4 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SVP BLOCKING [4.12]-[12.12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 23" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN IN'. O NAIL AT BASE 2 ROWS 04"O.C. w/Sd COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS 04'O.C. w/ 8d COMMON NAIL. © NAIL OPENING PERIMETER w/(2)ROWS @4"O.C. w/ad COMMON NAIL. OD NAIL INTERIOR AT 8" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL 0 a- O.C. w/ ad COMMON NAIL O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ ad COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2) ad NAILS da 3" O.C. TO EACH TRUSS END OR O VERTICAL MEMBER IF GABLE END. 1 / Jam* OSS _ EXPOSURE( SHEATHING PROVIDE BLOCKING I II 11 AS REQUIRED PER SECTON X-X IFNOTFULL HEIGHT SHEET.SYSTEM �BTFLOOR NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131' X 2117. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1M" (2H 2x TOP PLATE BEYOND 1513Z'OSB EXPOSURE( /_SHEATHING __________ _______ II ______ II II I III ILL II II II I 11 III II ill II II II_== II jj II 11 II II II 11 I 1 SOLID Zx BLOCKING I OALLSHEATHING wO I uyN I EDGES m F NI III If I II ) (SEE SECTION X-X) H III 111 C Ili 11 III 11 II II 11 I M0 I 0 m I O � III 111 II D II I m- III III OPENING 41 II IilI 11 II 1L_ I III ,I L__ X 11 II II G o II u 0 NI ill C m III I I I .III__ %-II---II---I III I I E III III IIII INI IIII III II II III II II II III 11 II 11 II I II 11 II I II. II I I 1 2x STUDS BEYOND. ram 1 W SEE PLAN O� _Tr____ _ 11 II 1III I 1 II 1 II fl IIII I i 11 1111 IIII IIII IIII IJ 11 I I I II I I I II 1 Ill �11 II II 11 I It II II I IIII I I II II 11 II II II I ALL SHEATHING 1 I A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM log cNLLw 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2X4 E2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d 3/8" "S"=NAIL m&" TOENAILS F . END. NAIL FLITCH SPACING PLATE TO VERTICAL W/ (4) Sd. NAILS 3'4" 112" g 1/2" S (2) ad NAILS @ 3- O.C. STAGGERED $ n" VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. C TR SCALE CONNECTOR A J EDULE FOR: ADAMS HOMES -1820 ELEV B TRUSS ID" ' �$P.ARING TRUSSACTUAL LIFT '^' CONNECTOR to CONNECTOR IPLIFT DE ION RATING FASTENERS NOTES :.. CT aC3.1V CSY,E7xE?V, -; lesa' , ' HETA75, J41i T1iUSS ME R , /i, 1 10ft 8 19110dx1-1/2, (18) 10d x 1-1/2" ^ -. D +i0$A3,0/b(JZ LIR lCCf ', 181CiMf (9) lOd x 1 1/2 ,, " ,HE'tjAY87}{ETA1b (9) 10dx11/2 }-E�f)hkor 4T 1BB3' `HEt`A1.b JHID A )f,'),OAt)Ib (91:10d x 1 1/2, .. .181i1p 10dz11/218j HETAW Rj,4A/HE)`J ]$ , `181Y,1#/;it)40#/ ,. (S) 10d x.11/2 (18)10dx11/2 (9) 30d x 1 1/2 71 :"i73 HDS , , °_J.✓M/A ilk55x. ,.HEf"(�IGI HkTJ136itbA$0104 (9)10d x11/2' q0#/ (1.8)10d x 1 1/2 .,(9)10dx 1-12 a: AD C#M/M/R" 71.Sdwrdes5, HETAIFIOMTS')2 /'iri%1'f1'2J YBA64y Y9A0& ., '(28),10d x11/2" fJd..�..r(28) 2Dd x11/2" '( S) 10d x 1 1/2' .. x..., ...�_.... _ „ " R = RIGHT & M = MI DDLE BEAR( NGS. LOCATIONS ARE: REFERENCED TO TRU; NECTORSARESIMPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 m F RAKE FRAME BRG WALLS TO 10' 0" F m T, 3/12 VIT 10'-0" CLG 3/� 12 VLT i 2 D TB15 D (2) 10'-0" CLG 3/12 VLT 3/12 VLT 10'-0" CLG ODD SPACE 10'-0" CLG 3/4 12 VLT 3/12 VLT .- 8'-0" CLG 1 1 11 CLG!2 > N M 10' CLG 7- 0 BRIG. 8'-0" AFF kKNEEWALL TO 10'-0" A g 8-4-0 TYP 0 FRAMED HIP CORNER USS LAYOUT "Bill 1/4" =1'-O" ODD SPACE 8'-011 CLG �0. SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MPRI( TYPE CONNECTOR &FASTENERS SPF SYp CONNECTORd FASTENERS SPF SYP OFRAME TO HETAI6W(9)10tl x 112.OR +91® "TMI8W(10)1DJ O MASONRY HETA20W(9)1Gdx 114r d� 1Z 1686 1870 OFRAME TO FRAME H2,5A W (I0)BC NAILS 533 508 RTTA W (10)8tl NABS 515 E65 ©FRAME TO H10Aw/(18)lWxl 17 1015 10A8 RTWAW(M10dx110 895 1020 FRAME H1 4*08hNicl VY'AT 2 PLY TRUSSES NO 1 RT14-2vA1BhWx111T'AT2PLYTRUBSE3 an 1060 OFRAME TO MT812vA14)1Wx112(ATE%TERIOR - 91M MTW12 W(M)tOdzt tYr (AT EXTERIOR WI14CWDE(3)1A FRAME LOCATION INCLUDE (3) 120 TOENAILS) LOCATION TOENAILS) LOOS 1185 E O NOT WR2)1NNNLSAND RIB'AT.R.W 1T' 3330 3B1& MUDT/5 vd(nh0d!MILS AND W AT.R.W MASON MASONRY EMBEOMEMwl9MP80N "SET"EPDXY 1r EMBEDMEMW91MP80N'SET OFR NT EXTERIOR Hr820wONIKLU 1126 13/0 HNlATIONI RAhIE FRMIE E(l LOCATM111NCLUDE (9)12tl TOENAILS MUDEM12d OIEMIIOR LOCATON INCLUDE (3)12tl TOENAILS 1285 1530 FRAME TO (2)HG520W(48)10dxttl2"(AT E%TFJBOR 22W 2Bi0 R) HN(MW(40)10dx1 IZ(ATf0ITEROR FWa1E LOCATC`NMlCLUDE(9)12tl TOENAILS LOCATION INCLUDE(6)12d IKnNAILS(EA) 25" am TO HWQ W I B)IOM NAILS AND (2) S8" A.T.R. HUGT2 W(1 Sh N NAILS AND R) W- AT.R. ©FRAME MASONRY MIYEMBEDMEWWSIMPSON'SEr 1UBa0 Wir EMBEDMENTw/SIMPSON'SET' TWO 9790 EPDXY(HOTIFORSF Y) EPDXY (IUGT3 FOR SPLY) OFRAMETO H FGTRWOS)1/d"x3'SD9 WOOp SCREWS 340) 47M RFUS W(12)WSS WOOD SCREWS ANO MASONRY AND (2) 1Z xTTITEN HD ANCHOR BOLTS (4)S4'x6'WEDGI&SOLT 00 J1 fMME TO (1)LGT2W(t6)IWSINKERS &R, 1/4'x2-114'TITEN2 1750 2W0 MASONRY E NOTE&O BFL J2 FUME TO MASONRYI (2) LGT2 W (32)18tl SINf0:g8 & ltb) 114'x21/d"TTEN PLVTRU39) 3500M 4080M RJ tUGT2 W (32) tBtl SINKER88 f10) 3100.M 31mdA (2 324&'F 37AF 1N"xS WEDG&00LT 12 PLY TRV88) �m'F FRAME OR (28)16tl SINKEfl$FOR FRAME (EA) OR (YQ iBtl 91NKER$FOR FRAME (EA) 452PF ®FRAMETO MASONRY/ (2)I.GT3W(N)1WxWSDSSCREM 473DM &(8)ww.w TITEN(2PLYTMSS) 47W41 85]OM (2)UJW3W(24)1Kx21/2"W826 SCRE'A'38(4)318'xTM(2PLYTRU65) & FRAME OR (52)16d81NKER8 FOR FRAME IEN US60F CR(M)lGINNl(SRSFORFRMIE(EA) 6480'f TT10i O BEAM TO HU410 OPT HUC410 W(18) IN 8(10) 1W G828b0 HD410 On HD410W W(20) IN&(10) IN G83080 BEAM NAILS UM18% NAILS W1950 ©BEAMTO HW100PTHU(N1OW(IS)TREN G"M HM10 On HNIMF W(20) 1W x F Bann MASONRY 11 4W'&(10)10tl NAILS U81aw WEDGGBOLT&(10)IGd NAILS UNS0 ©SEAMTO MASONRY/ HU46OPTHUC46.W(6)IW"LS& WT540 02)IWx23N"TITEN(rOMAS.) GAMOO HD460PTHWBW(8)100 NNL9 a W1625 GM2015 FRAME UM960 OR(42)IN&(6) JW(FOR FRAME) SYP.F UM1186 BYP.M (12)1/4"x23N"TAPCONS(TOMAS) OR 112) INS(0) IN WOR FRAME) UM1030 8Y UM850 SYP-M FRAME TO (2)HUAI60PT(2)HE V0 100 1920 (2)HTAISOKG)RTAaO 0 M MASONRY iFLYW 10 IN x 11M OR 238a 23% W'LYwL10)1w x I1)IW O" 1870 2-PLYW(12)IM 2430 HT9M18W(8)10d HAILS AND (4)1N°#1l4" 955 1110 HTWMi6WR11Ntl Nq&.9 AND (4)i/d'x1 Sd' 1145 1225 TAPCONS WEDGE -BOLT OFRAMETO H MASONRY OR HTSM20 OR HTWMn w/(10)IN NALS AND (4)t/4'Y21M' an 1110 w/ F DIM MILS AND (4) iN'k19N' TAPCONS WEDGE -BOLT 1145 1225 TO KIM W(8) Btlxt IM NAILS AND R) SB'xb' ©FRAME MASONRY MAN HD ]80 910 TO pTT22 W(8)1a'x112's09 wo00 DT&TZw/(8)1Wx11R'W816WOOD OFRAME MASONRY SCREWSAN01)112'SA.T.q.EPDXIEDW Jan 2145 STREWSMM(i)112"BAT.R.EMXEDW 1510 18M SIMPSON TEP SEE NOTE M) SNPSON°BETSEENOTEW) ERAMETO HITS W In) 1 N 41W NAILS AM (1) M. 8 HTP15 w/ in) 185 x212'NAILS AND (1) O M AT.REPDXIEDw/SIMPSON'SET' 075 am 616'8 A.T.R. ammo wI SIMPSON°SET' 5005 (SEE NCTEM4 BELOW) (BEE NOTE Md SELOM TO HTT4 W(18) INN W NAILS AND (1) a%-0 HTT45 W(19)10tl#VC NAILS AND (1) ©FUME MASONRY AT.R EPDXIED wl81MP80N "SEP 9M0 4233 S8"BAT.R. EPDXIED wI SIMPSON"SET -. gi6p (BEE NOTE M4 BELOW) (SEE NOTE M4 BELOW) O FRAME TO FRAME HnS W R4) IN A 1ZM1LS In 910 LUGTI W RS)&tl xil?NAILS 875 1085 OFPAMETO HM91(T W(4) 1N°x1 I 'S08 WOOD 760 7W RT16MW(9)l0dx11/2'NN1,R& MA90NRY BCREW58(5)114X1114'TAPCONS (d)1l4'x1 S4"TAPCONB INS law FRAMETO VGTW(16)IMN3'SDSWOODSCREWS& �=( MASONRY (1)SB'9A.T.R.EPDXIEDWSIMPSON"WIi 35M 4WD W lr MIR EMBEDMENT FRAME TO (2) VOT W R2f INW' BOB WOOD SCREWS 0 MASONRY &(2) 5l8"BAT.R. EPDXIED W SIMPSON 5170 7185 °SEP W Ir MIN. EMBEDMENT PRAMETO VGTW(18)1/4'"'FaC."'CODSOREINS& HDU4.80S2.5W(i%1/4W N2'9D9 WOOD 3285 468b MVGTTSW(22110tl NNL9a HTT45W(18) FRAME SCREWS&(1)S2"00.T.R. 10tl NAILSdit)SR'0AT.0. 4180 OFRAME TO R) HR9 W (62)16Cx21(l Hate & 4375 50a0 (2)i4TT45 W (52)16dTQ iR" NAILS FRAME (1)50'O A.T.R. (SEE NOTE MO &(1)WfiXTA.(SEENOTEk4) - m08 cuCON 1 STNSMEORBEIDMWOOOWALL3FME Rw/(2)KOTOENAILS. USSTOF USSCR NE TRUSS Dm BY TRU SS MANUFACTURER, PLAN 2. ALC.C.MAYU ONOON MAY E HER SIMPSO OR LISP CONNECTIONS. CALL OUT. NNECTONB,SEEFRAMINGSS TRUSIMPSON OON 4. FOR PLY VeRTICONNECTOR 4. FORSINGLEP EMBEMEN SCABONND FULL M12tM1'TO TRUSS VERTICAL WEBW(2)gOW30F 100 NAILS 403'O.C. STAGGERED. S CMU WIND U.N.O. EANU..O. S JiFUSSCHORDWWT® (MATCH CHORD LUMBER SIZE)wl (2) ROWS Mtl4D 4'FROM END &4'O.C. & STAGGERED CHNTERAT STAGGERED, CENTER AT CONNECTOR LOCATON AS ON ECTO MUCH AS POSSIBLE. OA MINIWLCONNECTORUNOONFRAMINGPLAN I. CONNECTIONFORALLROOF/FWMMUSSEBTOMA90NWWALLWLIWM&ICFWALLBUNOONPLW Z CONNECTION AT2FOR 3r O.C. PENDING VERTICPI3 FORALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F0121S3.1 FOR MORE INFORMATION D CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRY WALLSJCF WAUULINTEW 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3r O.0 MAX W AT EACH f2) CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFUCT w A(IF APPLICABLE) LAYOUT 6. CONNECT ALL FLOOR TRUSSES TO INTERIOR BENBNG WOOD WAL48EAMS w/(2)12d TONNLS © MIMMALCONNECTOi UNOONFRAMINGPLAN i. CONNECTONFORJACKMU88TOWOODWALLORSEAM © MINIMALCONNECTORUNOONPRAMINOPIAN 1. CONNECTION FORALLIRUSSE3 TO INTERIORADOERIOR BEPRING WOOD WALIANDIRSFAMS 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 2'4" 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 R905.11 - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED,. AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OFTHE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN. APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2- LONG T-NAILS @ 2'-0" Q.C. SECURE! -CHANNEL @ 12" D.C. ETAL DRIP EDGE x SUB -FASCIA -UM FASCIA CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WiND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL %,% TTOR3E°V�sA��lo ISE S EN Lill J . iC Ui O "= �FLO O{d poi0l� 0wa sb' °m$ N (�O t00 Ise_C13 tm0 W 00 °# 4P Rk p8 mIidIi mzn�z' a "E$$m�DFT'g€ a N r 8' 5Zsv°' Z m Yz 11611 15 21 a G 'S U J N 9'9� WWW.FDSENG.COM ❑ ❑ ❑ z Z Z8 ZM Q J� O- - Tin z '^ lam# 11 L/) m h A�,1��98 W 9 2 N u 1JU O =3 5 p N ? d to � "�i F- J U - C4 E m o " � ,LSF Lf -tg ma N Q N d nD Ia m DAMS HOMES � FLORIDA CONTRACTORS LICENSE NO. ORC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Ivi Job Information: cr. O Z o W 0 n c �" N 6 m z_ N O _j W M O J m 07 v) Ln LL Model Name / Number: 1820 Plan Issue Date: Wednesday, February 10, 2021 KA PROJECT NUMBER: 214352 Sheet: /� Of: ROOF PLAN B I LINTEL BEAM: - 1 COURSE LINTEL BLOCK W/ 1 # 5 ON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) 11111111111111. TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. rTOPN 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 OF SLAB 177) I MS021 TYPICAL SHEAR WALL SECTION I N-T.S. I TYP. TIE BEAM WJ3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/S)- 10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS �-DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO ,..�.wi- , '-, N.T.S. MS03 I eaaOnNlOv nAA1AIC TI xNl TICTAII #5 REINF. 20" MIN. LAP BAR #30R #4 REINFORCING AR F, #3 & #4"APSPIICE 1a" I 25" MIN. LAP #5 STD. 90 HOOK #5 REINFORCING BAR D #5 I AP SP I . SCALE:1"=1'-0" P Bal #8 REINFORCING BAR * GRAD #8 1AP _SPLICE MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 23/a" 12" O.C. 1 2 x 6 1/4" X Zak" 12" O.C. 2 2x6 1/4"X214" 12"O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. :PRECAS - -- UNTEL (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN �--FASTEN PT 2 NAILER TO O LINTEL SCHEDULE LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD(PLF) APPLIED GRAVITY LOAD (PLF1 SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM 0 17'-4" 950 PLF 198 PLF 404 PLF 104 PLF 161n MINIMUM 0 7'-6" 2661 PLF 131 PLF 1634 PLF 80 PLF 8F16 -113/1T 3Q 4'-6" 6113 PLF 131 PLF 2724 PLF 80 PLF 8F16 -113/1T 14'-0" 1002 PLF 167 PLF 559 PLF 152 PLF 8F16 -1B/1T 2'-10" 6113 PLF 769 PLF 4460 PLF 398 PLF 8F16 -OB/1T © 71 2661 PLF 769 PLF 1634 PLF 398 PLF 8F16 -16/1T 4'-6" 6113 PLF 769 PLF 2724 PLF 398 PLF 8F16 -16/1T O ® O O 9 R®4R ai LOP MIN. (V R[ab 4Vi' U E4R g P0.T OF RaTul NTa cav11lTr O ,dvo Li. Te/6'gCNpL PROVIp(a MLINiB. ®^ NDnmaL umTN TYPE DESIGNATION r r*1L WITW Rdq ,a.JNFl,.PD J OW M1as" - 4T ppROM W LINTEL CAM' SFI611'-lE3/IT NOMINAL WIDTH J q{pNi?T CF b NOMINAL laagl R2gaR AT TW MATERIALS 1. fP precast Ilntels = 35M PSI. 2. f'c Prestressed Ilntels = 6000 psi. 3. f'c grout =3000 PI W/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 PSI. 5, Reber provided In precast lintel per ASTM A615 GR60. 6. Fleltl labor per ASTM M15 GR4(I Or GR60. Prestressing strand per ASTM U16 grade 2701am relaxation. 7. 7/32 wire par ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar (read and bed )olds. 2. Shore filled lintels as required. 3. Inslallallon of lintel must comply with the architectural and/or structural drswings. 4. Lintels are manufactured with 61/2" long notches at the ends to accommodate vertical Pelt reinforcing and grouting. 5. Ail lintels meet or exceed L/360 yartical derided., except Ilntels 17'4" and longer with a nominal height of W meet or exceed L/180. 6. Bottom Fleltl added repair to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stimps ere wended N the bottom steel for mechanical anchorage. 8. Cast in- place concrete may be Preened! In composite lintel In lieu of concrete masonry units, 9. Safe load ratings based on rationed design analysis par ACI 318 end ACI 530 101intel min, depths are called out on lintel Wan. If contractor installs a deeper lintel than indicated on the plan, doing Nis Increases the strength Of the lintel and Is approved without engineering letter. If a smeller lintel Is Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. Ail values based on minimum 4" bearing. Exception: Safe loads for unfilled! lintels must be reduced by 20% If bearing length Is less than 61/2". Safe leads for all recessed Ilntels based on W nominal bearing. 2. N.R. = Not Rated. S. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based On grade 40 or grace 60 field repair. 5. Addinonal lateral load capacity can be Obtained by the designer by providing addlonal reinforced masonry above the precast lintel. 6. One #7 ruder may be substituted for two #5 rebars In 8" linters Only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum reslstln moment and shear at daway from the face of Support. 8. For con poSlle lintel heights not shown, use are load from next lower height. 9. All safe leads In units Of Pounds per linear fad, REVIEWED F01 CODE COMPLIAK ST. LUCIE COUN"` BOCC -PRECAST M" LINTEL W/ I �LII.SH AT OPENINGS SEE GENE AL CONCRETE LINTEL SCHEDULE FOR REQUIRED i 'ell REINFORCEMENT HURRICANE R I? 10" SM 90 HOOK ANCHORS ii IJ I� HOOK (iYP.) _ -r*- - res ad o. w , W C P` REAR ON BOTH SIDES STD. 90 DEGREE ANGLE 3000 P.S.I m OF OPENING U.N.O. CONC. W/1 #5 CIA. TYP. BOND BEAM REBAR 8" x W x 16" K.O. PROVIDE KNOCK -OUT LINTEL BLOCK BLOCK FOR FIRST FILL W/3000 P.S.I. ' COMPLETE CMU COURSE CONO. W/1 #5 DIA. BELOW SILL IS FILL SOLID REBAR -. W/(1)#S BAR FOR ALL '. WINDOW OPENINGS 6'4T' AND LARGE JE INDICATES FILLED S" x 8' It 16" CELL FROM FTG. TO CMU U.N.O. BEAM WITH 1 #5 BAR MIN. II IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING Oj REQUIRED 1 R I I'll I 2x BUCK DETAIL I N.T.S. I SEE FOUNDATION PLAN DOWEL 25' LAP (ACI 530) IIE g°w W y (0 1- OD g�E oc # Ok �D 08 dm 02 02 G' } p,o10. m6& -NN m,z w a $�3 nuj 0. Q�$\ 11 W N �@m ZrMrna ZLL O YodaB 5�$0 3 � 3 §x� WNWGri� fY O J uPt= �wg INaq P, CO m a IL o� ¢ N O 3E 2 v on £� I W ❑ El ❑ 1°- � WW1/N.FDBENG.COM W z Z o Z ry C�ZnOO a Y J � a N ti O t0 Z � V) L_7 m A�r� N LL I ,V w G �lli 0 tp �O w CM I C Ln = M r- f6 U N E t ��; Q04om a,m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: /fir/ Ii O z0) C � .O W N N m Z e4 LO J w m rn N a O M o J M U) U) to LL ♦ Model Name / Number: 1820 jI Plan Issue Date: Wednesday, February 10, 2021 ♦ KA PROJECT NUMBER: 21-1352 Sheet: Of: ALL ELEVATIONS I MSO1I BLOCK WALL REINFORCEMENT I N.T.S. I LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2)'/2'x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. r, �r (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o , "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL n n MIN. 5 PER JAMB. VERTICAL o SECTIONAL n @ OVERHEAD DOOR CONT. P.T. #2 e`yeulec°°°° WOOD SYP 2" X 6" : o •'rir: ,t``d d v TRIM y�, CN 2"x6" P.T. WOOD JAMB ? u'. y• p10 UJ = Lu O�- DOOR AND CONNECTION PER ® 'I '• CPiL z GARAGE SLAB GARAGE DOOR MANUFACTURER c d '•., F OF\° ��s` TYP. GARAGE DOOR �de°i� LL S O �� TRACK MOUNTING DETAIL @ I�e °°°z11111°, O o NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE d MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. m g :. a m to o W ti ro 0 00 m - v . 1- 8 E �c$fim 68 dm LL l�'L IJL �3vF D`°'.i�o a y �o a m BLOWN -IN R-30 INSULATION PER FBC 6. yNj N .� d g_ D 2 c'' S 3 r AND ENERGY FORM SUBMITTED WITH OF 3 G $Ma PERMIT APPLICATION PROVIDE BAFFLES _ —BLOWN-IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) 12 = . g - Z IL - FBC AND ENERGY FORM SUBMITTED ' 12 WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) m m a a e a S .1 Z ° U 0 PROVIDE BAFFLES AT EAVES SEE PLAN OVER APPROVED UNDERLAYMENT ¢ W $ m $ SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA NhYW.FOSENG.COM 0 El El PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- /^, ` t') !2 FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) UNDERLAYMENT TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT, FOR ; SHTG & FASTENERS. OVER APPOVED r M I O o W o PER FBCR 905.1.1 OVER APA PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- FRAMING SHT. FOR %' i` —TRUSS ANCHOR (SEE PLAN) SEE PLAN FOF Z 10 ^ - z N Q .� 07 [RSH] ON TRUSSES @ Z4" O.C. _ _ — _ BRG. HT. W\ J w SHT'G & FASTENERS. i TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL FELT PAPER OR • ° METAL DRIP EDGE _ m z O r ' TO BE INSTALLED ON OUTSIDE TRUSS PLATE •q 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP cw M FACE . i 3/4" P.T. NAILER ' r •� SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR �� Q., PLANS 4x4 w/ 2x4 POST UNDER EA t METAL DRIP EDGE 1/2" DRYWALL AINwALL 6' CURTAIN CURTAIN NAILER f 8 x 8 x 16 K.O. 1 x 4 P.T. @ WINDOWS n LINTEL BLOCK 2 X 4 P.T. PLATE " KEEP IN 3/4" FOR SHEATHING NAILED D w/ 8d NAILS 6 M w �� c uua CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. N O,H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH � '6 to c m �� TO TOP PLATE WITH (4) SEE ARCH. H 3000 PSI CONCRETE SEE ELEV, (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- U = °v E 16d TOENAILS PLANS PRECAST "U" LINTEL u O vo \O NERS FOR NON LOAD F � o S ' i J_.. 1/z" DRYWALL SEE SCHEDULE u a a a o ti BEARING SIDES NAILED °' SEE PLAN FOR HEADER SIZE d w/ 16d NAILS @ 8" O.C. y o f \ \ \ a\v V v ., .� _., �;��qp� pp�� f.I EWED FOk 4 co � 4 u°o m.. I a p'" Q O� 15/32" OSB EXPOSURE 1 ON 1/2" X 8" J BOLTS � ` � (TYP.)4 COURSE HIGH A.F.F. r- °'"` MPLIAW '® �AMs,. HOMES.. MAXIMOPTIOO.H. MAXIMUM OF (3) - 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE T613 FOR NAIL ATTACHMENT. � (1) CENTERED EA. � SIDE w/2" WASHERS i CMU BASE FILLED w/ CONC • '` U I COUNT ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" (TYP.) w/ (4) VERTICAL RENF w/ PLY ATTACHED W/ (2) ROWS OF 16d STAPLE) 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP - OCC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS, „ REBAR W/ 3000 PSI PLAN Al -Al OF COLUMN 3000 GULFBREEZE PARKWAY u CONC. ALL LOCATIONS H SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W1 SCREEN " & FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN " " PORT ST. LUCIE LOCATION OF OPENINGS IN " SIMPSON LSTA30 SEE FLOOR PLAN DWALINDICS. I EXTERIOR WOOD WALLS. IF No w w/11-10d TO BEAM FOR BEAM SPEC. ♦ 10b InfOYmatiOn: OPENINGS ARE FULL y & TO FRAME BELOW STUDS ARE REQUIRED). r NOTE: 44" MAX. SILL HGT. ON - ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW ell A W/ SCREEN WINDOW STOOL r - CEMENTITIOUS DECORATIVE PER SPECS N PRECAST CONC SILL - {l FINISH 7/8" THICK PER ASTM N C-926-98A " PAPER BACKED FOIL R-4.1 u " FILES Y COPY O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL I VO` MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM EXTERIOR FINISH - SUBMITTED WITH PERMIT o 1/2" DRYWALL ON SHEET (SEE ELEVATIONS) APPLICATION z W FOR NAILING INFORMATION FOR WALL SHEATHING. 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR" uj R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 17" IN CONCRETE - 25 1 x 4 P.T. EXTEND (ACI 530) ABOVE ' G� c•) " m AND ENERGY FORM SUBMITTED w 1/2 x 8 A.B. (OR 1/2" x 8" TITEN / BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al BUILT-UP CORNER MIN (3) 2x4 Al (N 2 WITH PERMIT APPLICATION HD) W/2" WASHER AT 32" O.C. MIN. 6" FROM END -SEE W507 WOOD BASE ON FOUNDATION PLAN , W/10-10d TO COLUMN OR 4x4 POST w/ 2X4 UNDER POST to co U) w � U co d' WOOD BASE EACH END OF BEAM i Lo SEE FOUNDATION PLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR ' tL O J LLI m o FOR SLAB INFORMATION TOP OF SLAB _ _ SLAB INFORMATION TOP OF SLAB :. — - � NOTE: ' ' 2 X 4 P.T. PLATE ' ^ � L� J V) y _ —� BOTTOM STRAPS MUST BE s INSTALLED ON INSIDE OF ♦ Model Name/ Number; :. 00 _ GRADE COLUMN. DO NOT BENDT� ,• GRADE LL c STRAPS UNDER PLATE. 1S2O N I PLACE STRAPS IN FILL v \" ♦ Plan Issue Date: CLEAN - 3 SEE PLAN FOR N - CELLS w/#5 REBAR a °; (TYP.)4 COURSE HIGH CMU BASE COMPACTED w ,°�.� ._ RE -BAR QUANTITIES - a FILLED w/ CONC - SEE PLAN FOR FILL ., .: m ,; r';, SIZE. TOP OF COLUMN BASE - Wednesday, February 10, 2021 2'-0" AFF ♦ KA PROJECT NUMBER: _ SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 16" FOR FIG REQUIREMENTS PLAN 21-1352 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'-O" DETAIL - UNLESS NOTED OTHERWISE -2 WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/a"=1•-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE NJ.& TYPICAL FRAMING DETAILS m iv, lh 1" 1ih" 1Vi (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED led COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148', L- 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D = 0.162', L= 31/2") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L= 31/2') OR EQUAL 1)) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4-DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2' CONTACT FOR FOR I I SOLID W/ GROUT. (NO FURTHERINSTRUCI)NS REINFORCEMENT REQUIRED) F. F. VERHANG �Y• �Y �r. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING ><7/16" O.S.B. (1) JACK USED AT EA. SIDE 2X BLK'G. EACH SIDE OF O.S.B. OPENING G.C. TO W W/ 2 8d INSTALL (3) TITEN HD. EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT EDGE VIEW JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU, SP4 AT (3) 16d SEE PLAN COMMON FOR WLL �24" O.C. NAILS(TYP) T HGT. '*�HEADER PER LOCATION —,.a, 11;1310 ��.. ri j`1ryr j /I%% / • • . 6d NAILS @lIr .•TOENAILS d CH EN• �� ��� • • BOX HEADER EACH END B 11 i . WINDOW OR DOOR OPN'G CMU WF39 I TRANSOM DETAIL AT ENTRY 1/2" PROVIDE 20 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) A8'4f, 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT W/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OF SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD NF17 I TOP PLATE SPLICE DETAIL 3/4"=1' * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) 1 (3) (2) (2) 10'-O" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ — 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - is * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 3EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 WALL HEADER DETAIL N.T.S. STRUCTURAL SHEATHING EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULETB13 ON SHEET 6 R-19 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC— AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. LINTEL NOTE: HOLD FRAMING 1'2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE i STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 I �2X4SPF AT 16" O.C. STUD TO BOT PLATE: SIMPSON SP4 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL NF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=1' WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED w/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL N•T.S. REVIEWED FOR _.BODE CO MIPLIANr' T". LUCIE COUNT OCC 111NBt89f P//p R i�.S 4F ol9F 1110bbb d 5 m 3 g D U0 'r O � 00 1- 'E co r 00 Ur) 00 Ir 412 gw -8 m1�12EL O�Nz 68m'e a r Ul-NPc w w a �hM$2 o a uJ Y � 3 K v'R I Zrcaa Z Y o wP.S- ( WNW^ ti m °y22En� 2- ¢ p li o� (n U Is ❑ ❑ ❑ H WWW.FDSENG.COM U z_ Z o 0 z N OQ y zn c ry O Ln UI m 4� N O �V) C � �m � m f6 U 04 E - 500� U N0 Q N O FLORIDA CONTRACTORS LICENSE NO. CRC1330145 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: FILE COPY 0 zN C N WO � N N Ncc �C � �: c4 Lo M i to a) F-�Um o J W Z) M o VI Model Name / Number: 1820 VT Plan Issue Date: Wednesday, February 10, 2021 VI KA PROJECT NUMBER: 21-1352 Sheet: 3 Of: TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL T045° (II MINIMUM 2"x4" ' CROSS BRACING , (SEE PLAN FOR �,+'��• - I ' LOCATION) BLOCKING 10 , ' (3) 12d PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS ' CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL N.r.s. T11302 TYPICAL CROSS BRACING DETAIL N.T.s. l nrro� R+`Tu `•, PROVITE DE 2X4 MIN. BLOCKING ATCENTER 4e ; \G r OF HIP/RIDGE, P ITRUSSES $�� ''4.... BETWEEN W/ (2) 12DNE NAILS EACH END TO TRUSS TOP a !; CHORD - TYP. sr •''pLOF':^' • N ,',���s A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED OVERLAP TRUSS BRACING 4V S I ®fir 1 WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP IB I11188 LN A ______ TRUCTURAL PACE G.T. SHEATHING m ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 a rn m TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - .... --- OF HIPPED TRUSS W/ dai SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. 'S MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR m z 8 tl! N 00 SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING PLAN s �gH 00 `w s .. '. W ro Ir 00 f R\ E2 h w 00 r Q b u �'79 �2 rJi 8 '1 @C13 2X4 BLOCKING J m�0 N d �z w 8cgy'"q o. BETWEEN TRUSSES HIP TRUSS —`.H W SECT. AA °obi gg Q �a° wyy a 0 _'d- zt`>< z K W o TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S.gvla wqyn5 B� C?� 0 en p W U -3 N r (D Z TRUSS NOTES: W n 1 a g 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPi-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT cn Z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED IN TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT N co \ v -12 Ali CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. W� a--1 w v 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL (� LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3�12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT U — 'i'p O w ': Loom ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. N C Qj S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. N M ', I SEE TYP. TRUSS BLOCKING DETAILS (� U .� tmn SHEATHING - U�� 3T04TRUSS x4 AS SHOWN TRUSS SPACES ALTERNATE DIRECTION C C400 O Q N O N Q lli RUS DAMS MES VERTICAL SCAB 2X6#2 SPF 48"O.C. SEE (2)-1 NAILS VIEWED � �' - - ---- FLORIDA CONTRACTORS LICENSE NO. CRC1330146 W/ (4) 12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4) 10D SECPON TRUSS TO TRUSS B-BaOy���Oppq-gLlp� � REQUIRED® RAFTERS GREATER THAN 8'-0" D C ri ..•• 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING cMP^ I ST. LUCIE COUIP' GULFBREEZE, FLORIDA 32563 PRE{NG. TRUSS 7PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS ��� 2z STUD WALL VARIES W/ ROOF DIVISION LOCATION: SLOPE \ PORT ST. LUCIE SEE PLAN CONY. FRAMED RIDGE \ / \ \ / Job Information: MAY BE NAILED W/ MIN. VERTICAL SCAB 2X6 #2 2X4 SPF BLOCKING / \ (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ / / B REQUIRED w/ (2) MT512'S REQUIRED @RAFTERS GREATER \ / \ THAN 8'-0" \ 2X4 SPF BRACE / '°)(° \ @ 48" O.C. - NAIL w/(4) COLLAR TIE EVERY 3rd \ \ 12d AT EACH END & \ \ $HEATHIN R ALTERNATE DIRECTION \ O \ CB \ 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) � @ EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X31/2° ALTERNATING DB WOOD SCREW EACH. TRUSS TRUSSES / / SEE PLAN Y �'�� CAP ■ Lu i BLOCKING OR H5 @ 48" O.C. / / m PRE-ENG. TRUSS > CV CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING ' CHORD AT ALL HAND FRAMED AREAS TYP. \ / / \ \ / / c-I LA d5 i TJ) d) m SEE PLAN FOR CONNECTION B SIMPSON A34 OR \ \ / / O• ~ J w M 2X4 P.T. BLOCKING BETWEEN WOOD .�. 2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2}12d NAILS @ DIAGVkTST (USE MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / /� � W y ) y / ATs EACH END TRUSS MAX2x6 RAFTERS 02'-WO.C. \ /\ / 2X4 SPF BLOCKING BETWEEN TRUSSES -. � Model Name Number: / MAX. w/ (3) 12d COMMON \� @ 24" O.C. MAX.W/ - 1820 WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN / • ,\ (3)12d EA. END (TYP.) NC. MASONRY 4 FT @ 2'-0" O.C. MAX W / (3) lOD SEE PLAN COMMON TOE NAILS TO RIDGE BEAM 2XEL OR WOOD T&RING SUPPORT Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z^ SPACE Wednesday, February 10, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 21-1352 2x4 S.Y.P. Sheet: S— w Of: @ 16" O.C. T11306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.. TB15 EXTERIOR NON -BEARING WALL DETAIL N.r.s. ROOF FRAMING AND BRACING DETAILS E 5 E THERMA-TRU INSTALLATION \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. a SPA EVE 6" 6" SINGLE DOOR ;h, SPA EVE a SINGLE DOOR W SIDELITE �„ 6" 3 0 0 3" 3 3„ 3hh III III E i" r i i 3nILL 13" 3" 3' 3,h DOUBLE DOOR W/ SIDELITES 1" 6„ )PACE :VENLY 31, 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 19-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O M TOP OF SLAB 00 — Z ILI Ill, 111 ° 1 a o or of 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. n" ji SPACE EVENLY I �0100 T• e to use In • 8" a" W a" 8• SEA AN NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Pnd O¢cv- O A a¢� 5\ Cna¢a� valley mi ntedine n SHINGLE INSTALLATION GUIDE 14T ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING E)lTER. WALL FINISH ANDMINEXTENDING LOCATIONS) OF eG ABOVE 6" x 6" H GI VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONI AT KNEEWALL T ENTRY PLASTER sro sEAUNr ROOF LES SHING i 6" %8" H GALV. FLASHING COW FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED II FLASHING AT ALL VERTICAL WALL INTERSECTIONS \ WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW 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 •e• \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2" MIN. EWDMEiSIT ZX WOOD FRAME�' WG3f�f� IiCREW. BY OTHERS 514EATHTNG BY OTHERS CAULK BETWEEN FIN ASHEATHrN& EXTERIOR 3/4" N FINISH DIS BY OTHERS PERIMETER 1/4" M0 CAULK SHIM SP BY OTHERS O.A. WINDOW HEIGHT EXTERIOR INTERIOR - A _.. TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S EDGE, GE AT OVERe VF no '}'P Installation Instructions For I Fhted windovis with MountingFin H`7 Y Ae Indudes all of the following serles: J 625 1825 / AZ15 / FLSS / AZ30 / FI30 / V1300 / V1580 / V300 / V390 ".."..'' .,' .' ,',.. `:""�•' W200 I VTZW0 1682000 / GB2080 I Prestige 662 Presti 882 / 1H10 Matlmum Fastener5padig (jambe, He" mi Sall) Wall Framingt 12 Spruce/PhWFir asemer /sixpme M10x14p' — 5oew x10r 4dmum GlaaM easedI-ye"cross _._--- ----- -.Moog Section Vlew Bdwior Fixed VWN V&Kkw Minimum Simone , Exterior stieemna Note: We strong �et M&ldt/m bse VfffMhV Ifidl 9911610fir boas en;MP m as matMln ASM 71112.01. He Waver, east to var/a Non /a wahesand bu//dit rypey It &left up to the and+uxto o'etarmbre Ma prowIssifelNtbn o/these ttams. Tt T =—= . R r C- N enfo ¢ la .,l your rd h the bubble ¢rap ne, tic pealetl b <' I,, Inspeui, but Please re-vn k the sump ro pr<slx tYe blo ks (rvm sc a Cr , and e darn gas i n I cwz,,w, a r=Pp ,¢ Step I Measure to be sure the opening is 31 to I/P lergerhan the vandow sloe bdh veiticaM aim horimmalN. ' You may wish t pre-,Wl the irwelgWEon holes In the fin at this time. ploward me Asks An Nye 0a as aw mint Step 2 Apply a generous trod of agleam to the backsale of the mounting fin. Use enough Grams to sunkknty fill all wltls bs{wben the In all the wall sheathing. Rep 3 TnsNthe window qao heaenirg Gam the outside. Tire window is labeled ^inside" all "wtlM", but t these labels Cleve been removed, the 9146M bead should ativays be t Me made of the 1,04 . Step 4. install shims under the all, adWsBrg them Until the awt a plumb In the openno Shuns should he Installed usher the all every 2 feet. The window shosld be bastalty centered m the ap wmh no mere than 1/4" lisp between the willow and wall finunlyly. Step 5 Instal 410x1-12"saew 4• ham the carper of h4 fin at each and tithe head sill and ball jambs, Rep 6 Instal tee remahing Newness In8" increments from the comer screws to he center d e9dh fine a member. use rarenot teowa- tJOWthesaevsandpullthem amoughtdie fin. AISD,"kewmtesaewsppins ttandtlamt®usathefemetbow. Wag ha hog shadd be a memmum of #2 SMUCaTi efir. Fastemrs should be #10 screws of sidfide t le M to adhieve 1-3/8" pensamdol me the wall and no less than ur from edge of ftenning. Fastener quardbes nailedheathaide ofhome Machasm of Frame Member LO". 1Y 26" 14' 42" 50" 50" 66' 74' Or W 98" Numberd Feataeers 21 3 1 4 1 s 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 i3 7 Remove excess shkarre' aiC hom around the fin and Impact for holes or weds. Use ailimne m fig an odds. Rep 8 if desired, a fmm ilsu%t ran be applied W tte inWHa gap between the window all wall framing. if Wiled, mxmmaag me MON£XFANDtNG 2Yp£FOAN, Step 9 $ame ttcere windows are typically used In rooms With high moisWm, is; betGmms, it Is recommended that he interior gap between the window and wall framing also W se led with s leom and tooled so as not to Intefere with the Installation d waahoam, We or trim. Step 10 Once ail mnstructan Is complete, remove the bubble wrap fan the Inside Pad Goon epf the window. IFneoessary, deen the bland with a mfitl detagem and warn water using a soh ciah. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: DADE 1st Choicel COUNTY APP. I IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: e�`QP, �p1S E . •. o A•'. Sid r, 5o Q®. O P "•"1 -' , fIf 1lllgt.41 t° T N N N C N to ul G§cK ` S .. W } v m to in Ro W 00 Rk W r 3b �S. YU�w p (tl v1 0 6 Dry rn J LL J w J w -sin �- 0 6) "h=c r'b ra., o 0 Wce� w a D. n� Q w N Y rA 5 ELF J?ii' Ui=mo a MW o o @2$IP W10rn5 O J W,82 m m �srlrn Zak < a k 'aye 0 00 N o NApproval # ' j- W tun�e1so n= @" �zWWWW.FDSENG.COM 11 El❑ W FL7006.1 R-10 Florida Metal Products Inc. FLAMCO "Off -rid a vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, " FROM EDGEAND 4" D.C. TYPICAL FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAM KO BUILDING PRODUCTS LLC TAMKO No. 30 #30 ASPHALT -SATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND gTTACHED IN ACCORDANCE WITH R905.1.1 FL12328 R8 2nd Choice I I I Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.36 Swing Doors: THERMA TRU CORP I GLAZED 1st Choice 1 +67.0/-67.0 FIBERGLASS DOOR I INSWING 2xBUCKATTACHMENTTOBEATTACHED WITH 3/16"X3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 THERMA TRU-CORP. FLUSH FL20461.19 2nd Choice +67.0/-67.0 FIBERGLASS DOOR OUTSWING IBE AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM F 0461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Sidin • Choice +0/ -146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N A COIC SHALLBE BEYOND WALL DRESSINGdows:+40 Entd Choice /' 50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCONFL 17676.1 R9 Single Hung (fin) ANCHOR WITH MIN. 1 A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3540 SERIES +40/-50 MI WINDOWS Single Hung (flange) �OR NSTAiLLATION THROUGVIDDE 5/8" MIN. EMBED, INTO WOOD H 2x BUCK USE #8 WOOD SCREW OFBUCK. FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 11h" INCH MINIMUM EM T ";8644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/a Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM ul Ion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED SOLID SOFFIT VINYL 11/2" NAILS 10" O.C. IN DIRECTION OF SOFFIT LENGTH FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM Galva24"n zed DIRECT MOUNT. TOP u/a"-20 MALE PANELMATE W/ WINGNUTS AT 121k" O.C. BOTTOM 1/4"-20 FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 0 z N d in OJ S a in .-i _ to z U1 N rJl m LU w a � tj Ow � d i V) f3 ro �t W = o 00 a U o GO d I�i C. s o Q ro o w Qm ® DAMS HOMEE5 FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O z a� 0 W O y N N 0 DO N 1-i to to o F-�Um a 0 J W Z) (P o to LL J m U) U) Model Name / Number: 1820 Plan Issue Date: Wednesday, February 10, 2021 VF KA PROJECT NUMBER: 21-1L352 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING WEATHER f RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive harder 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER R EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING lr� DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT- FINISH WINDOW HEAD _ FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6IN. Q WEATHER RESISTIVE \�11 BARRIER SEAL TOPS OF JOISTS --� UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) 2 Scale: NTS w ESISTIVE BARRIER • • P01 SELF -ADHERED FLASHING NAILING FLANGE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING r 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMS 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO F APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A -� (SEE DETAIL WP02) SELF -ADHERED FLASHING - 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 'ERI OR AT. FIN. LDING PAPER )PE n : 12.0 in cm : 30.5 cm) IE LATH LDING PAPER .F-ADHERED FLASHING JDOW UNIT $ WP10 SELF-ADHER, SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT- FINISH WINDOW SILL RIM JOIST 2 WP02 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WPOI) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -A....-,._.. FLASHING PATCH )HERED FLASHING 2 WP05 WINDOW UNIT FLASHING REQUIREMENTS R703.1 General. Exterior wafts shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. SLOPE R703.1.1. Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the 0.3 in : 12.0 in SELF -ADHERED FLASHING aceumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING ZZ PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type i felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where EXTERIOR joints occur, fait shall be lapped not less than 8 Inches. Other approved materials shall be Installed in accordance with the CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of wafts and terminated at penetrations and building appendages In a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH Detail Instructions equivalent to two layers of Grade D paper. The Individual layers shall be Installed independently such that each layer a separate continuous flashing provides plane and any (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier Is directed between the layers. BUILDING numbered items in the list of instructions below: Exception: Where the water -resistive baffler that is applied over wood -based sheathing has a water resistance equal to or PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater O2 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible SELF -ADHERED FLASHING embedded in the adhesive layer) -for ease of installation and to minimize Y ) 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 CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER �/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 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Sel&adhered membranes used as flashing shall comply with adhere to substrate using a square piece of flashing material (6" x 6" AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in ASPHALT ADHESIVE 6. Fold as shown by arrows walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit flashings flashings shall be Installed at the following locations: tight to corner l r 8. Mechanically fasten as necessary I -Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the SCORED exterior wail finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at extedor window and door openings shall be Installed In accordance with one or more of the following: ro (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVEASSHowN) IA The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed In the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. A,.._ 1.3 In accordance with other approved methods. \v 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 230, FMA/AAMA/ 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 7 4. Continuously above all projecting wood trim. 5. Where exterior porches, docks or stairs attach to a wall or floor assembly of woodlfame construction. SELF -ADHERED FLASHING G. At wall and roof Intersections. INSIDE CORNER W P06 7. At built -In gutters. 2 5 W p 08 AACCORDANCE WPPLYA LIQUID NG TO THE MASONRYOPENING (HEAD, JAMB, SILL) IN ITH TIHE MANUFACTURER'S RECOMMENDATIONS, BEFORE W p O g INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1st floor Note: The building paper and metal lath must be installed over the top of the weep screed. - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 112" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Slab OPTIONAL DETAIL LL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Keep top edge of weep screed 2" below top of block Vulcum cauk bottom joint only Metal Flashing 3-1/2" Unperforated nge 7/8" Weep Screed 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor onto w A F anti DO 8'a Q g. NH J J J lu��w Dg, d� LL LL LL m �Bg2z a pqy= WNNOO W _ � Qova� 11: 2 Y N S `ono 0: 3 ;= Zccaa Z p Y 3 `mtnw W�gin� 0 O � m nd� LL ZN NY ¢ a K a5-o 0 6�' kp O e s- ms - N�W.FDSENG.COM ❑ ❑ ❑ WZ o Z S o W Z N aN � a ID r - kG n, Z r W ^ U ro W N LL M 0ILL! N II W O w d c ®, \, V) U -N E L 0\ U o °N o in i c 00 ay Nom am ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32663 DIVISION LOCATION: PORT ST. LUCIE f Job Information: > O Za: y 0 o W m m m � N o W z u) () a) kn m I- -�<Um a Q J ED:D m o J030U) r Model Name/ Number: 1820 'I Plan Issue Date: Wednesday, February 10, 2021 KA PROJECT NUMBER: 21-1352 Sheet: W P Of: WATER PROOF DETAILS -- — - --- - - - ---- - I i I 25 SH 25 SH PRECAC'T BOTTOM ® 6' S" EGRESS EGRESS BEDROOM 2 LANAI OWNER'S BEDR M V ULFEC CEILING VAULI CEILING vAULTED CE-IN-- - Z 135 \ a� 14x8 w 2x1 0 5 bath duct 1• DB, to roof cap 8 � I L25 SH �� . '7 2668 - 2868 -. 14x8 1 wcd W / Standard /��. O 8' CLG. = x * CHANGE TO 25 SIT �, 2 -0'A, 200 m A/ F/P OPTION 011 �- N cC cfm bath fan 1R,,1/ SH 1bx16 rag T 16x16 rag �,/ BATH 1 N DETAIL _ _ - x4 1w d 14 14 rag 8 5>> bath duct f FAMILY ROOM zos 8„ a 10 CEILING 4 , to roof cap 2x6 WALL 14x8 1wcd W..I.C. W standard '70 VTR. / 1so x41wcd cfm bath fan' - 10x1O rag , � N BEDROOM 810x6 1wcd 50 10x6 lwcd 0 8Q „ z 6 14" 0 0WNER_I w BATH At VAULTED CLG. O 506E_ F 8' CLG I I �0 A C 1R/1SH 24x 8 fb 9 8" DINING ROOM ITCHEN j VAULTED CEILING u JI TLD CLG 14x8 1 wcd 4" dryer duct 12x61 wcd 170 to roof cap 750 x „ w/dryer vent box m ,.4 REFRIG. o. VERIFY LOCATION a W BUILDER III VAULTED CLG:. — A N } 9 12x12 rdg 0' LG. s $ 4 jw6d, N r(7'° 4 FOYER 2868 12x12 Ira ° STEP N. 0.... 10' CEILING j PULL DN. STAIRS 22 1/2" x 54" BEDROOM -4 42X42 A C SLAB N / 12x6 1wcd w/(2)12" S.L z CAR GARAGE BY BLDR MIN 135 8' CEILING 2' FROM WALL 20,_0" EGRESS ENTRY CEILING - _- BM LINE OF GARAGE DOOR. , ELEV. it 3.0 TON W/ KW @240V 1 PH 18x13 Alen scale :1/8„ 1,0„ platform by G.T. AREA CALCULATIONS bldr Z-1 \ 16 x 7 OVERHEAD DOOR \ 1st FLOOR. \ 182DS. F. NOTE' TO BUILDER: MUS� PROVIDE UNRESTRICTED TOTAL LIVING W) 1820 S.F. 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance GARAGE 396 S.F. with Florida Residential E30ding Code—M1602.4 COVERED ENTRY (BASE) 56 S.F. balanced return alf. - COVERED PATID/LANAI'- '137 S.F. EXCEPTIONS 1-3 FLOOR P AN TOTAL AREA UNDER ROOF 2409 S.F. SCALE: 1/4=1--.0" ALL ELEVATIONS 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. 0 O s S W _O (A LU mo�w// LL a PLIW LU LCIA�' O ® VI1/J II ` ' II_ LJ �J 0 3 > 0 Q m CV FILE COIN' Q cv rn z In •0 CV CO I — CV m LLJ • • >_ 0 Z p Z LLJ 'S J Q1 m 1--Q J 0 Q �ryy�-� Cn� /D W L JII l / Ill 0 Rating