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HomeMy WebLinkAboutBuilding Plansr TERMITE SPECIFICATIONS: STRUCTURAL NOTES: R318.1 CAST IN PLACE CONCRETE 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 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" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 611, 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( NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY 1. METHOD OF TREATMENT SHALL BE. APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IFCONTRACTORS WISH TO USE A DIFFERENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.F. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. EXTERIOR COVERING MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT,GRADE N, TYPE 2, CONFORMING TO ASTM C94014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. STRENGTH OF 2000 PSI ( Pm= 2000 PSI) INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH A87FM C925 AND ASTM C1063, OR ASTM C1787 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM 0270-14A. AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF $000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2". CLEARANCE TO INSIDE FACE. STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 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 R703.7.2 PLASTER. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED. LATH AND SHALL BE NOT LESS. THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER TWO COATS, PROVIDED 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION R703.7.3 WATER -RESISTIVE BARRIERS. L ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703:2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS, IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA, FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O... 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. T RESIST CORROSION. FOR EXAMPLE AC C AC D SELECT APPROPRIATE CONNECTORS THAT , VERIFY THE TYPE OF WOOD TREATMENT AND TO ELE 4 Q- ONE LAYER OF N0, 15 ASPHALT FELT, FREE ROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS DOT SODIUM BORATE (SBX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS THE LOWER LAYER NOT LESS THAN 2 INCHES, WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES, INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8. ALL ENGINEERING. LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. BARRIER MATERIAL SHALL BE CONRNUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI. MIN. BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1 ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH. FLUSH TO EXTERIOR WALL FACE. R703.4 FLASHING. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN - PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA EDITIONTIO AL DESIGN SPECIFICATION FOR STRESS 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST OF THE "NATIONAL 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. 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 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. 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, 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS.. MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. S. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. • 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. � 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 CONSTRUCTION. - AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. • AT WALL AND ROOF INTERSECTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS • AT BUILT-IN GUTTERS, , SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS ` 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES, THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOF MORE INFO. - FIELD REPAIR NOTES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 2'A" TITENS TO F 0# . IF CORNER STRAP IS 55 THAN 860 LBS USE 2 MTSM36 OR UPLIFTS LESS THAN 172 RY AND 7 Od NAILS TO TRUSS FOR UPLIFTS LE ) MASON 1 ( ( ) (D A 1 _MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2"_ SOS SCREWS AND (5)1/4" x 2 /4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR. MAY INSTALL SIMPSON H7T5 w/ (26) 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 STRUCTURAL DESIGN CRITERIA CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL 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 WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMME14TS: ROOF RAFTERS LL/180 TL/12O ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOORI-J01ST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 112" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* - 0 0 0 0 BOTTOM CHORD DL 10 SO 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) MI STORAGE ATTICS W/ LIMITED S 0 AGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN .APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING G TOP CHORD LL 40 (PSF) COMMMENITS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TIDE 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 :9 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+> 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s '. 0 50 (+) 24.8 (+) 24.8 O (.) 27.1 (-) 31.1 (+} 23.4 (+) 23.4 100 (1 25.7 O 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 1.6-0" x 7'-O" O 51.3 (+) 24.3 (+) 23.3 27.5 (-1 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. - 2. "a" _ END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. INDEX 014 DRAWINGS SHT NO: TITLE: 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATE-RPROOFING DETAILS TOP CHORD DL BOTTOM CHORD LL 10 (PSF) O (PSF) SEE FLOOR PLAN FOP ;ACTUAL PPI'RsS .117ES BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT. 100 (PSF) LIGHT STORAGE 125 (PSF).- LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 PSF GUARD RAIL® HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOTNOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. GENERAL NOTES: BUILDER NOTICE: 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 tlileblock of these 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 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error, The Builder and all subcontractors are required to 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 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE to construction. All construction MUST be in accordance re the information found in these documents. Any questions regarding the CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE - S NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE INDOOR AIR F FOR Y REASON WHATSOEVER. KA AND FOR HAS 0. N 0 THEEFFECTS.THERE RESPONSIBLE FOR THE R informationto our alit found in these laps should directed u u P Quality 'I QUALITY, Q SITE, MATERIALS ORE EQUIPMENT, FROM MOISTURE,.MOLD FUNGUS FIRE THEFT VANDALISM TRESPASS, OR ANY OTHER CONSTRUCTION SI Q TO PROTECT WITHOUT LIMITATION THERESIDENCE, n kc considers Assurance Manager r' immediately. . r/ nglnee a th will dv n side e a a e Imm at g Y � for relation a the De signersEngineerwlthout advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER d a r er. notification and approval by the Designerthe CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON, ter Payments will be made In accordance to the terms of the agreemen CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. h Aj H "' ME Si- 3000 G LFREEZE PARKMAY GULFBERREEZE,FLORIDA"'?5 •." _ - TORr'� > ll eel PL04+F' I t I� 0 � CID dm li e Fi og �m� - V 0 a83 A : w a. 11 flIli q�in�E Q TALL a a a w 2W 5 g€tl Q ZW { Q'S O 0 o H Q�1a� IL ,me tlBI�W 0 m m 3 5 @• 0 as 2 Q a � y p a 5 cx gA� �� .. aR U J N 9 ,a vavm rr;ene cool ❑ ❑ ❑ i } UI Z o g- Z N o Z a c� Q '9 a a H N z N o to / ' W ro - fi 0 N w V � m � w N c_ =� O ENE w 0 ®. _ 09 N91 c . o © MM aft Q N Ob9 W PfAMC Uf%MIWC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFS REEZE PARKWAY GULFBRFLORIDA 3, EEZE 0 FL I I I PORT ST. LUCIE T I v I Job Information: REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY UDCC Uj > z_ M F- 0 ®_l(�1�.y1� o m 0LO 2 0 E cc m ;; cc ° o V1 Model Name / Number: 2265 Plan Issue Date: Monday, May 17, 2021 VF KA PROJECT NUMBER: FILE COPY 21-4886 Sheet: 1 Of: I COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP Bottom SPECIES CAP.(Pifl LMARKSPACING 18" (2)Jed TOENAILS (2)Jed TOENAILS SPF NO UPUFr SP2 W/ (ModSP1 W/ (8}lOd SPF 402 18" STUD, (0) 10d PLATE STUD, (4)10d PLATE 1s" (2) SP2 W/ (6)10d (2) SRI W/ (6)10d SPF 803 STUD 8 1 d PLATE STUD 4 10d PLATE BW4 Is- (2) led TOENAILS 12) 16d TOENAILS SYP NO UPLIFT SP2 W/ (6}10d SRI W/ (6}1od BW5 18" STUD 8 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ 16)1Od SRI W/ (6}1od SYP 18" STUD 10d PLATE STUD 4 10d PLATE BW7 12" (2)16d TOENAILS (2)16d TOENAILS IFT $W8 SP2 W/ (6}10d SRI W/ (6}10d 12- MID,(6)10d PLATE STUD, (4) 10d PLATE(2) SP2 W/ (6)10d SPi W/ (8}1AdBW9 12" STUD, (6)10d PLATE STUD, (4) SOd PLATE0BW10 12' (2)16d TOENAILS (2)16d TOENAILS BW11 SP2 W/ (S}10d BPI W/ (6}10d 585 12" STUD, lOd PLATE STUD, (4) 10d PLATE SYP BW12 121 SP2 W/ (6) 101 SPi W/ B6 J.Cd 1170 12" STUD, (6)lOd PLATE STUD, (4) 10d PLATE SYP BW13 NOT USED UBLE 2x TOP PLATE TOP OF WALLS SEE PLA-N Q MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2X HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MSO3/Si FOR NO UPUFr CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-D" SCHEDULE ABOVE F.F. SEE FOUNDATION MORE 2X P.T. W/ 1/2' A.B 0 32" O C W/ 7- INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. > REQUIRES MIN ALT.; SIMPSON 1/2" TITEN HD Q 32- O.C. 6 AILS Y4"pc W/ SAME EMBEDMENT W/ AT #6 BRG WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTE GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 7.4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER BE SYP#1 UNOONPLAN. LL STUD AS INDICATED 3. CONNECTIONS TO BE INSTALLED TO EACH STUD IT 4. 5P4, 5P6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE S. IF "BW' IS ND FLOOR 845E CON NECTIONTO IGNORED. SEE INDICATED ON SECOND S.1INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) FIRST 6. IF •6W" IS INDICATED THE WALL IS CONSIDERED A AND REQUIRES MIN. INFIELD AND ED SIDE WALL 7/16" NAILS AT 4" O.C. IN FIELD AND EDGE EOSSXTERIOR E NLING SCHEDULE NA L-I RIOR WALLS EXTERIOR SHEATHING ATTACHED PER N 7. ALL 2X EXTERIOR WALLS 1 SEE PLAN AND WALLSBW-DSECTIONS FOR SPACING AND GRADE ACT SEE E TEARINGSHEARWALLS.L 7, B THESE WALLSAREE ONLY e. IFTHE BEARING WALL IS INDICATED WITH THE BW4. BW7, HOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE THE FLOOR LOAD AND HAVE U TUUs PLATE AND THE 2x PLATE CAN BE ATTACHME WITHHARD CASED NAILS (GUN NAILS) AND WILL PLATESUPPORTINGAND T IA NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP3/SP2-DRIVE ONE NAIL AT AN ANGLENGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" CIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x4 #2 SPF (4) - led TOENAILS 0 D172Z W/1/2"WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4- X 11/2- 2145 SDS SCREWS Eil (3) 2 x 4 SYP #1 OR- 14) - led TOENAILS 0 a (4) 2 x 4 SPF #2 Dtt2Z W/ 1/2- WEDGE ANCHOR* & (8) 1/4" X 11/2' 2145 SDS SCREWS C6 4 x 4 P.T.#2 ABU44 W/5/8"AIR** U=Ham 2200 SYR POST & (12) -15d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" AIR** G -12MO CB SYP POST &(12)-led NAILS U - 23UO 8x 8 P.T. #2 ABUSE W/(2)-5/8-AIR** 0=24335 C7 SYP POST & (18) - led NAILS U - 2320 Es 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDUSSDS2.5 W/ (14)1/4" x 21/2" SOS INS & 5JW EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** C9 3.5 x 5.25 P.L HDU53DS2.5 W/ (14)114" x 1.8E Fb=2400 PSI 21/2" SDS WS & 5/W EXOPY 5645 (WOMANIZED IF EXT3 ANCHOR. OR AIR" C10 3.5 x 7 P.L. 1.SE Fb-2400 PSI HOU&SDS2.5 W/ 120) 1/4" x 21/2" SDS INS & 7/W EPDXY 6970 (WOLMANIZED IF EXT.). ANCHOR OR AIR'** C11 5.25 x 5.25 P.L. 1.8E.Po-2400 PSI HDU ,5D52.5 W/(20)1/4' x 21/2' SDS WE & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L HDU8-SD52.5 W/ (20) 1/4" X C12 1.8E Fb=24DO PSI 21/2- SDS WS & 71W EPDXY 7870 WOLMANIZED IF TEXT.) ANCHOR OR ATR GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/SS 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' AIR 6- EMBEDMENT FOR 5/8' AIR 8" EMBEDMENT FOR 7/8" ATR S. IF CICOLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL Db4 / LENGTH PNEUMATIC GUN COMMON w. GUN APPLICATION NAIL DLk4.BYGTH NAIL SPACING 8d 0.131" X 2 IA' 0.131' X 2'A" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131, X 3' SEE PLAN BLOCKING & TOE 0-148' X 3 14° 0.131' X 3 ?4' NAILS & TOP PLATE 12d 0.148" X 3 W 0.131" X 3'A- W O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL)CORNERS 10d '. 0.148" X 3" 0.J.31' X 3' W O.C.(COMMON) STUD PACK 6' O.C. GUN NAIL COLUMNS 16d 0.162' X3I/V 0,131'.X 3 "A" (2)18D(COMMON) SEE PLAN (3)160 ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS ® 12" OR (2) SIMPSON HEMS TO CMU O.C. TYP EACH SIDE COL U.N.O- ON ROOF PLAN. (2)- 2 x 10 #2 SYR W/ 7/18" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) BM OSB HJTCH PLATE. NAIL. SIMPSON HTS20 TO WOOD. POST BEAM TOGETHER USING (2) ROWS OF 12d NAILS ®12" OR (2) SIMPSON HEMS TO CMU O.C. TYR EACH SIDE Col. U.N.D. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M 0513 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS ® 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2). 1 3/4' X 111/4" LVL CONNECTION: PROVIDE (2) 20E Fp=-2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) Mq TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' x SDS WOOD OR (2) I CMU OR (2) SIMPSON HETAPL SCREWS ®16" O.C. TYP. S 91 N. COL. U.N.O. ON ROOF PLAN. EACH SIDE. M5 (2).13/4' x 117/8' LVL 2.0E F15r2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) 1/4" x 31/2" BOB WOOD SIMPSON HTS20 TO WOOD POST SCREWS O.C. TYP. OR (2) SIMPSON HETA38 TO CMU EACH SIDEE COL U.N.O. ON ROOF PLAN. (2) - 1 3/4' x 16' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4- x 31/2- SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS & 16" O.C. TYP. OR (2) SIMPSON HETA18 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS ' H1 (2) - 2XG #2 SYP SEE GENERAL HEADER NOTE #5 WI 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 WJ 1/2" FLITCH PLATE THIS SHEET H3 WAL HEADER NOTE #5 / 12" FLITCH PLATE THIS SHEET O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE#5 W/ 1/2" FLITCH PLATE THIS SHEET (3) -1 3(4" X 11 1/4 ATTACH TOGETHER W/(2) ROWS I14-X 3 1/2 H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ Is' O.C, TYP. EACH SIDE (2)-1314-X 9114 ATTACH TOGETHER WJ(3)ROWS 1/4"X 3112' H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OFJACKS & STUDS REG. AT OPENINGS 2X4 WALL 2x6 OR 2X8 WALL OPE'VI NO JACKS KINGS JACKS KINGS SILL EA. END FA. END EA. END EA. END (1) (2) (1) (2) 4,-0- - g -O„ (2) (3) (2), (2) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE let FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" O-c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE. 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. TUB (SHOWER `Y UNIT in BEDR-� 4 0 AT C 8'-0" CLG 8'-0" CLG a a-1 X ° ' N ° 3'-7" 51-8" ° ° 2-2068 668 2868 8' CLG z ` i N _ _ R/SH � 36" FLAT BAR TOP ON 341h" N ro I WALL R/SH Oy N 23'-4" 14'-0' DBOH 16" PRECAST AB VE 16" PRECAST AB 5VE -O N BW1� /a.8. ATTACHMENT z w ' LANAI ;0 w; lis N � W iv 8'-0" CLG 3450 SH J ' t< TE P. J d1 A QA Q (V H2 H4 BRE KP FAST io 10'-0" CLG FUR LINE 2668 ___________, _ ________ 4,-10. N + ': Q O N LBEKITCHE 10 'L I J N r 3 7 G.T. ; 11 ' 2'-2" m 11 4/0 OP G 0 = ^[ V ---- w z 8'-D" CLG ' DROP OP CLG in CDC N4 (2) 3050 SH OMM FAMILY ROOM 10'-0" CLG 8'-0" CLG B � V/ A.B. v 1TTCCH ENT ' N 13' 10" - R/ SH -W I 13 R/SH -- 4'-10" -8 5.4" W. IC WI.C.IC I R m ¢I (�iffi N w� R SH � ? J R SH O LU O r S BATH 5 " 2'-3" 5.4 " $'-O A -10" , Ems ? o ornonnnn �T 2468 2868 R/A I II I I , � II I.._ III 10" COL - - I F m 3 X 5 O F.G SHWR �: - - �� 5-SH ORD BOTTO 9'-0" BATH 2 _ 6" WALL FB W 8'-0" CLG FOYER � I 5.-6" NING ROOM 10'-0" CLG 4 C2 I I C5 ---- .- 10'-0" CLG 10 ' - ` 00 i HANS 3N BOX i N i O i AT 10'-0" U r- i n TI LITY 1 36 AFF 3" X 10' i x 8'-0* CLG I I ' I CORNER PROJECTIONS i p TUB /SHOWER ° f iv 3 I 3 To DR YE VENT ®ALL LOC'S SHOWN I S39 2 ❑ O ; 0 'o' _ - - _ _ � LIVING ROOM 3 - r - �"ii , 'I� HIP 1 ' - INVERTED 0 0 2.2668' m 0 w THRU MAX L OF T 35' r , R DOOR NIT q _- q W.H. N I ¢ p , i 1 VERIFY WINDOW TYPE TEEN VIAL S I \ - - - - - 2N R/SH :u H4 <. L� ,� WITH ELEVATION 3068 - \ - --- -"-' '- 28687 iN EGRESS (2)-12"SIDELITES I \ BW3 N1 - DBL 26 SH I TRANSOM ABV. C MET. T'HLD OTRANS. \ M503 S1 I PSON HTT4 (1) SIMPSON S M 03 /O� C D04 C ; q ABV C2 REQUIRED BETWEEN S-1 S3 i M v SEE ELEV. 1 \ 14'-2" OPENINGS 5'-5" 9'-1„ 4%6" 6'-2" G... - ELEV"A" ONLY - - - - - S-3 IN o ENTRY 01 IT I 25 SH 10'0' T.O.M. io ROOF TRS ABVME CD04 DBL O �- ---------- -- S3 ATTIC ACCESS ' LOCAEINRELD ' 22'x38' MIN i 3 CAR GARAGE a 'rNV 8'-0" CLG (NN N G.T. _ G.T. G.T. ELEV "A" ONLY , ' S12 I S2 HOSE S2 1 BIBB OI; 8 X 7 OVERHEAD DOOR ' 16 X 7 OVERHEAD DOOR , -4" ❑SEE DET. M803 ON SHEET S-1. 1 ATTACHED TO CMU W/ (1) JACK ST JD W/ (2) ROWS 12d NAILS STAGGER @ 8" O.C, ALT. BASE CONNECTION TO HTT4 (1) SIMPSON DSP EA. SIDE O ENT ONLY. S-3 FLOOR PLAN SCALE: 1/4" = 1'-0" ELEVATIONS "A" & "B" S-2 O ON 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 +26.5 / -28.8 O +26.5 / -34.4 O+24.$ / -27.1 O�� +24.8 / 31.1 +24.3 / -27.5. L M ) +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS�AN"ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycomboore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shell be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (1.5.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the top of the SIR of an operable window opening Is located lass than 24 inches above the finished floor and greater e the finis ed grade or other surface than 72 Inches above h below on the exterior of the building, the operable window shall crimpy with one of the following [3 listed methods]. 5. R308.4.2 All windows within 2'-0of doors and in shower or tub areas will be safety tempered glass. 6. entries and covered porches to Calling for exterior en r have 7/16". Span rated OSS nailed per zone on roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. 7 EC. R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8, M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502.4.5.1 through M1502.4.5.3 9. Ceilings for exterior entries and covered porches to be 7/16" OSS on underside Of roof trusses shall be attached to all framing members with 2x blocking perimeter. The OSB shall be attached wBidProvided at PB / B D.C.field n 4" r 7d screw nails at 6" and O.C.O.0 a edges o shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer Specifications REVIEWED FOR COMPLIANCE CCUNI TY B LAC FILE COPY AREA CALCULATIONS 1st FLOOR 2277 S.F. TOTAL LIVING (AC) 2277 S.F. GARAGE 617 S.F. COVERED ENTRY (BASE) 57 S,F. COVERED PATIO/LANAI 186 S.F. TOTAL AREA UNDER ROOF 3137 S.F. \TTtlllll J ?"Jill It ODI, a4�ffiW O�NWg W u ,5 a'?" a. w -fig (� WgmE o I 2 L O IB Ji. WI$�� 07 m 4 w asLL g J "E Z c a E V bV ; WWW.FDSMG.COM ❑ ❑ ❑ 0 z 8 zIN g o Q � d - li1 z N tfT (9 m � a Off W c LA_ ai c l/1 ro f6 U =i3 E m W !Z c pop $ =fin Uy ixI"4N p Ir Q N OtlD �1- JA 'D S wil FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information; ry F Z W N L V O m .. �A OL E 2 Amy ®JLLJJ JmU)� 00 LLO ® Model Name / Number: 2265 VI Plan Issue Date; Monday, May 17, 2021 KA PROJECT NUMBER: 21-4886 Sheet: ^ Of, FLOOR PLAN (*) 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. REINF, GRADE SEE PLAN m !/v Y Z_ 4 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REVERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. B" OPTIONAL CURB FOR "�.- F F^ VARIES MASONRY 0 ELEV. 0'-0"— W/ (1) - #5 BAR CONT.. ..�.� e • ° , .'r _ .REINF. N I -' 2 STORY: 20" X 20" J.6" (2) #5 SEE PLAN W (3 - #5 CONT, REBAR 16"V, (2) # 5 REBAR BEARING F O1 SINGLE STORY FTG 1/2" =1'-0" FM02 I SECTION @ GARAGE 1/2" = r o' REINF. SEE PLAN — -4 HTI #5 REBAR FM03 I THICKENED EDGE 1/2"=r-o" =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL REFERENCE FMASW FOR STEM WALL OPTION . (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE .•-- FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND x x, F.O.M. EACH END, TYP. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF ' (2) 45 REBAR RECESS & PITCH DRIVE a 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CDNT. 2 STORY: 20" X 20" JOINTS SO" O.C. TYP. 16" (2) #5 REBAR W 3 - #5 CONT. FM09 I SECTION p« GAR. DOOR 1/2" =1'-0" FM10 INTERIOR BRIG WALL 2 STORY: 20" X 20" (SEE FLOORLPLAN W/ (3 - #5 CDNT. FOR MORE INFORMATION) ti 4" 16 4" 2ai5 REBAR — FM11 I STEP DOWN BRIG. 1/2"=1'-0" _ OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO IN 4"x 4"x 16" ,�, SEE PLAN ELEV. C'-O" WITH CURB O '' . TYP. SEC. (1) #5 BAR CONT. _ (G.C. VERIFY) SD l z \ F.F. REINF. - m \ i (SEE PLAN) 2: \ 2 #5 CONT. INSTALL LINING "` : •' W ci 2 #5 BENT BARS W/ MATERIALS PER y y r MIN. 25" LAP SPLICE FBGR P2709.2 , '•�' MUDDED FLR. 16" �'; SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1/2"=r-o" FM18 TYP. STEP FTG. DETAIL 1/2"=r-o" ALTERNATE: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER #5 CONT REINF, GRADE REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY OD #5 X 25" X 25" CORNER BAR ONE chi E FOR EA. HORIZ. w REBAR• TYR. U.N.O. - (2)#5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-O" FM23 TYP. FND P FOR 1/2"=1'-C STEMWALL SCHEDULE c EE MPLIA CE FOOTING DIMENSION MAXIML8T" LU I COUNTY STEMWALL HEIGHT (h) d 1 STORY NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) d 2 STORY b 1 STORY b 2 STORY IN STEM WALL BOCC 0'-0"-2'-0" 8" 10. 16" 20" W/ (2) #5 BARS <674# g•-g" >2'-W-3'.4" 10" J-0" 20" 24" All (3) #5. BARS 6744 >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4•-0" >4'-O" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# q'g" & #5 @ 18".O.C. TRANSV, SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL �+ NOTES: P", rdPIALY 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT AL J L INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM " SPACING STATED IN SCHEDULE SPACING (O.C.) SEE CHART -MAXMF.C. ...C.) ; 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND •;n P W.W.M. TO BE TIED TO #5 A � WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND A "� CONT. REBAR '�yERT. F.C. ABV. FUN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO (1) #5 HORIZ. CONT. TIED TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EA VERTICAL BAR � EE NOTE 3AF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO EM 0 STEM #4 TURN BAR ST #9 CONSTRUCTION FOR MORE INFORMATION WALLS GRFATQLTNAN 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK (1) #s HORIz, CONT. TIED TO �� FILLING IS TAKING PLACE " '` m ° , EA. VERTICAL REINF. 11 " „ as" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" FlN GRADEMIN. - f y. .0 O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TO TOP OF " . •, n s,, h " TALL (TYPICAL ALL CORNERS) STRIP FIG. _ - , •s q! ° A ,C 6.IF STEMWALL IS WITH IN 5`40" OF POOL OR WATER FEATURE FOUNDATIONS COMPACTED CLEAN FILL • . y,,Y ®� •. ".A .. 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. IN MAX 12" uFrs 8. R403.1.4 MINIMUM DEPTN, EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG. W/ QTY OF. "MIN. COVER "SEE NOTE 5 THAN 12 INCHES (305 MM BELOW THE FINISHED GRADE OF GROUND SURFACE. G REINF. PER SCHEDULE (a SHOWN) b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO WHERE R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE NITS NSF _< No Lu Oo 2 `' ununt�� i E S m N lD L0 W IRS 8 In 12 o W B�9 (SNmv'� W d a _ �9gs a W to 13 IM`C Z fag LL a Z�� c YAW.FDSENG.COM ❑ ❑ ❑ 2 Z IN a a a m Ln Z N 1 in m O — m 0 w � Lp c _ U W L � h _ <oa�o r%AlII unluaCt FLORIDA CONTRACTORS LICENSE NO. CRC133O146 3000 GULFBREEZ.E PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VT Job Information: N�N L.� O F 0 0•" i m M R G) /" c q IL 3 ;' z F- ) a. J m cl) u) GD LL Model Name / Number: 2265 Plan Issue Date: Monday, May 17, 2021 KA PROJECT NUMBER: 21-4886 Sheet: 3 � Of: �K/ e FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2.277 x 3 = 6,831 APPLIANCE CIRCUITS RANGE $500 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 1100 WATTS EACH 1 400 GEN UGHT'G & RECEIPT. + APP. CIR. = 35,381 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,381 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" = (AO x 25,381) =10,152 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE =40,152 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 ®I I INSTALL FAN BOX PREWIRE, II II INSTALL FAN r—/ BOX PREWIRE i...l 0 Ni O INSTALL FAN BOX PREWIRE INSTALL FAN \ BOX PREWIRE " OWP R 1 ;M I I D 1 GFI TiFIISP GFI , 0 FOOD I IIG�' I GFI ' I GP 1 I ' �Fl Ir II ' { INSTALL FAN BOX PREWIRE f 1 1 {fUJ TY I 1 I )RD/W A'FTICELECTRIC �-. — — — — — -� n. IF R Q'D BY CODE 'd w GFI - D FAN,1° PREWIREI I 11 a / _ 1 - CM I, iI 1, I, ------------------ INSTALL FAN _ `� �-- - - - --------- VERIFY COMP. BOX PREWIRE LOCATION W/ . VW220 BUILDER WP GFI 1 r—; n rrr 1 I 1 GFI -f7}- I r— I n 1 1 I 1 l GE 1.1 I I 1 L —IJ I I L ). _ = / INSTALL FAN H : I � 0 BOX PREWIRE 220 210 � \ I L — L P PB . \ GFI / \ 42"WP GFI*- 1 RrLa �I II NOTE: ,��--((,, / ,\ LOCATION OF METER AND PANEL BOX 11.11 TO BE BY BUILDER. IF NO GARAGE SEVICE •---- DOOR IS PROVIDED A DISCONNECT SHALL :ATTIC ELECTRIC- o BE ADDED AT METER LOCATION. ll RE '� ' .� f QD BY!COD FT / GFIC(CH LIGHT COACH UGHT mF `----------' / � / 0 42" GFl (GFI � I � FOR GARAGE FOR GARAGE _ ------ DOOR OPENER----- -- ----�-- DOOR OPENER ' ; ; PLACE COLUMN ' I ' ' / COACH LIGHTS ON ,_—___—_—___—__-------_, � I WALL BEHIND WHEN GFI I / CRAFTSMAN ELEV H' Cm 42" OSE I I IS USED BIBS I. /. i y � NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION COACH LIGHT FOR TRIM. — COACH LIGHT - — " "— COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = V-0" :11:M ELECTRICAL NOTES. UNLESS OTHERWISE NOTED, 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" 4T BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 22.7 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 OFTHE 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 V �J $DM DIMMER SWITCH FLUORESCENT LIGHTING (� CEILING MOUNTED FIXTURE u fi —iT— TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y GROUND FAULT INTERRUPT ts 2 DOOR BELL CHIMES WP WATERPROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL N❑ T.V. CABLE OUTLET I= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RC RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PrOaMTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL"AMPS NEEDED SAME AS UNDERGROUND ITH ELECTRICAL CONTRACTOR 200 AMP SERVICE -- � 200 = 210 COPPER OR 4/0 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 # M COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #BTOHVAC FILE COP" BONDING r V TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO ETHER a) APPROVED GROUNDING ROD W/ MIN, 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO, ■ w Q p 4 N f0 0 co 1 wm F L m Lo 0 Dom; '"y W:e��£ w aw fig-) owww �d a m w Q LL R w rP E t� d co k a IL $e Ce J $' 2 U r WWW.FDSENQ.COM ❑ ❑ El z_ o o Z ry a a —ti n z rn t/1 m Svc e el Nu Q w g c 3 _A_ .]Lfp v N E U F C-- z'oPR t- FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 Z C O N i N W m O r✓ 7'° -- E 0 m u 0 LLB M m co o "J 00 U) U) VI Model Name / Number: 2265 Plan Issue Date: Monday, May 17, 2021 KA PROJECT NUMBER: 21-4886 Sheet: 47 ELECTRICAL PLAN VENTILATION CALCULATION T P_OF BLOCK W'DO HGA�HH 0 ro ro io RN. FI RR_ 48"OR'RIDGEVENT 23 5H LrrE TEXTURED CEMENTITIOUS COATING 25 SH / 48" OFF RIDGE VENT 48' OFF RIDGE VENT LITE TEXTURED RIGHT ELEVATION "A" SCALE: 3/18'-1'W 12 6 TOP OF BLOCK T P OF BLOCK / W'DCW HEAD HGT 0 t0 pp iO RN. FLR. TOP OF BLOCK TOP OF BLOG 0 W'DOV co HEAD HGT FIN. FUR. — DBL 25 SH LITE TEXTURED CEMENTITIOUS COATING 25 SH W'OOW H � FlN. FUR. I HGT 4 — DBL 3050 SH 2650 SH 3450 SH BRG. ® DINING RM. BRG_ ®GARAG� 11- REAR ELEVATION SCALE: 1/4" =1'-O" LITETEXTURED CEMENTITIOUS COATING mal.0 1.01MI111MIMBilluuuup 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR 48'RFRIWEVENr B 6/2 SILL —� .DEL 26 SH ARCH' 48• OFFRIDC>E•VENT 8" FRIEZE 8_8" T.O:W _ L�l 311 3068 DOOR WITH (2} 12" SIDELITES & 63" X 16' ARCHTOP FIXED GLASS ABV I w -orrnura = ar / owu / z _ A94 = Hitt eq mcnos of Venting Soffit product provides needed equally for IMpign and 4.32 net sq In / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides a' t 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 3187: s.f. Total needed for exhaust for upper 1/3 753 netsginches Total needed for intake (soffit area, lower) 753 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 42 Lineal Feet of Soffit needed to meet required 137 Lineal S.F. provided by plan 255 I exhaust 0 • �• S`���i, 1!15 A ��.:. N° � ril •� Of"r FLop�,. TOP GF BLOCK ItSI VLcqKMM MGT C1 ca RN. FLR. 8 W 0 1- W LEFT ELEVATION "A" s� m SCALE: 3/18•=1b' ESQ g al�NFz w 1. ° to o e U it u u Y `'5281 O �A 3 0 0 Y H W �QW gym, m O $ga�mS.U0 IL bg C. ,-e WWW.FDSENG.COM ❑ ❑ ❑ 7_ p F7 Z 8 N O z N z m i ) W a! MVI r ow Ul m -RE F �$W V oo Les ieali DAMS ` t3M$S - - _ II# REVIEWED FOR FLORIDA CONTRACTORS LICENSE NO.CRC1330146 � C � g ' I �- 3000 GULFBREEZE PARKWAY �' GULFBREEZE, FLORIDA 32563 z': I LU DIVISION LOCATION: PORT ST. LUCIE Job Information: L.L BRQ @ ENTRY O N N to O i M — T.- _ w N U M W'DOW HEAD HGT 8" FRIEZE > 3 E --— z F..iUM t° 0 J LLI 0 J Q �mc)cn �? bo V Model Name / Number: io 2265 Plan Issue Date: -------------' FINISH FLOOR ----- - - Monday, May 17,2021 DBL 25 SH VI KA PROJECT NUMBER: 21-4886 FRONT ELEVATION "A" Sheet: 5 Of: SCALE: 1/4" =1' 0" - ELEVATIONS - A SEE DET. T_ B� G.C. TO PRI BLOCKING' W/ APA RE( FOR SPAN I SHEATHING SEE "HIP/R BLOCKING" 20'-0" MAX FOR WIND SPEEDS < 16OMPH ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKIN IS NOT REQUIRED A'r HIP SECTIONS long INNER EQ. MEMO IN mill 77 w BOTTOM CHORD GABLE END BRACING OP CHORD 2X4 #2 SYP 4' C" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH 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) WIND SPEED (ALLOWABLE) EXPOSURE CATEGORY 160.0 MPH 123.9 MPH B EFFECTIVE WINDAREA (SO FEET) WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE I(.) VALUE DENOTES SUCTION HIP ROOF>20 TO45 DEG. [4:12)-[72:12] „ �"�T O a=4R I,a CAI' AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 -51.06 -51.06 -51.08 10 GABLE 1 -37.00 37.00 -58,99 -58.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (MINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O-C IN FIELD ZONE 2e, 2n, 2D ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD , ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 11132" EXP.1 (12D) (D G) TILE: J232" EXP. 1 (41120) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 SR" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1132", SHEATHING SHALL BE FASTENED " S 5-04 3"x.120" NAIL WITH ASTM F1667 RSRS-0310d (2h X 0.131 ") NAILS OR ASTM F7667 RSR ( ) 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER GALE RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS r r a_4h ROOF > 20 TO 45 DEG. > 20 TO 45 DEG. [4:12]-[12:12] W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR%OCKINGAT ALL EDGES. A MINIMUM Lj" SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN le. O NAIL AT BASE 2 ROWS @4" OLD, W Bd COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4"O.C. w/Bd COMMON NAIL. © NAI L OPENING PERIMETER ON (2) ROWS 4. O.C. WI Ed COMMON NAIL. DO NAL INTERIOR AT B•O.C. w/ ed COMMON NAIL. O STAGGER ALL VERTICAL JOINTS B NAIL 04"O.C. w/ SO COMMON NAIL O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER w/Stl COMMON NAILS @4"0.C.(2)ROWS @ TOP S BOTT. O 0Sd NAILS 03'O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. EXPOSURE) SHEATHING .PROVIDE BLOCKING REQUIRED PERSECTION XX IF NOTFULL ql�AS HEIGHT SHEET -- -' O FLOORSYSTEM NOTE: Old NAILS FOR WALL SHEATHING MUST BE MIN .131"X2112. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 16' (2}2x T0P PLATE BEYOND 18132. OSB EXPOSURE 1 SHEATHING _ -= ---�----1--- F 1�---1� 1 II II ❑ 11 I II II II II S0LID 2K BLOCKING II I III GALL SHEATHING IOC) IH 111 II II II I III II 1 11 I III II II I EDGES 22 W (SEE SECTION X.X) O 111 III I III ri II II i IH C III II D II I u_ IH II OPENING. I11 H. H u 1 III I 11 I I II L___JL___ 111 I III III (,` III X III II II II it - a0Q D. w --II---1 m III III__ E-II m NI u 11 IIII I 2z STU0S BEYOND. m 8 I III 1111 I I I II I1 11 -I II I I II II III II II II SEE PLAN = m� Hit I1. 11 1 III H II IL )II N i l II 11 1 11 II I III 1111 III I 11 II !I II 1 1 1 II Nil II II II I Nil II II II I i t I I II II I 0 y. )III II 'Ill II a -_II I ALLSHEATHING I I A 2x RIBBON OR BLOCKING BETWEEN FLOORSYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 318" •S' =NAIL SPACING 3M" I1/2• s � SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING JJ W V ^ �N$F G �u w LL �2x4 P.T. BASE PLATE BEYOND SEE PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2 X4 02 SPF TURNED VERTICAL W/7/18" FLITCH PLATE TO WI (2)12d TOENAILS EA END. NAIL FUTCH PLATE TO VERTICAL W/ (4) SO NAILS (2) Ed NAILS @ 3" O.0 SECTION X-X T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECrOR SCHEDULE FOR: ADAMS HOMES - 2265 ELEV A 3CE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING CSV, CIS, C3S, E5 - E7V, E7G, E7S, E22, L - 849 # or less HETA16 /MECH 1810# (9) 10d. 1-1/2" H5-H7V, R2 (9) 10d x 1-1/2" A,B9-813,G21 L/M/R -859#or less HETA16/H10A/HETA16 1810#/ 10404 /1810# (18)10d x 1-112" - (9)10d X 1-1/2" (12)l6d B7 L M R / / 1453 For less H 2 HETA16 2 HETA16 2 T520 I I /O /I 1 2365# 2620# 2365# / / 48 10d x 1-1/2" ( 1 (12)16d Iw, b1,9"", L/R : ;SOB#or less HETA16/H10A 1610#/1040# (9)10dx 11/2 I 1810dx112 ' (9) 1Od G7 GIB<, L/R 1414tt`orless HETA16/HETA16 4810#/1810# (9)10dx11/2 (9)1(Jdx 1-1/2 81E R'1 /B1° S L/M/R -8N5wat,les6 HETA16/H10A MECH 1810#/1040# (18I10"1-1IB/.; .,. s. 1(01 X02 ., L/R '-073#0r IS$ MECH/HETA16 1810# (9) Lodi, 7 0. ^,. L/R 1110-i BE$ (2)HETA16 I IZ)HT520 2365#/2620# ''(12)15d (48)10d x 1.11V ' (18) x 1 1/21 HI (ujJ L/ R 9 58811 or IByA/ H10H1QA . 1040#/ 1040# . 10d 118)dx11/>? ,. 11 a 4s`B P81 , L /{i ^. ' O#. TlBs S 4 £ d HNECTORFERTRU S MFR . , FG ;` LL/8 �1259#Drless L` ,(2)HLiA18/t2)H (12)16d r 1 () 10d x 48 1 / 2'.` �,. .. (9)led xl A2Nk b21': 1.1M7 -E42tt0rlaS, ` �.HEmmlIHTs20/'H10A^ 1A LS1Owl U10#1040# (24)l0dx11/2'A PP T LUMN B 135U GR 00 Ivt & R 2 # T 1663 9S O D7(2`4Z1,450 U/2 WA 34S EWS 375UPP0RT COLUMN M -A4'.BIN0T IBL1% DYT2i. 2345p'-= 1/1 WA "' "SDS,3GNEWs ' TRUSS MANUFACTURER: PROBUILD/BFS DATE OF(,AYOUT: DATEOFTRLJSSCUTSHEET$: L = LEFT, R = RI GMT & M = MI DOLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER S TRUSS DRAWINGS . ALL CONNECTORS ARESI MPS0N PR0DUC75 OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTORSFABTENERS OFF BVP 00NNECT0R& WIENERS SVP PRAMETO fETAi6WIWIWxt 12'0R 1410 HTAIBW(ISIOdx1VT0R0 1870 MASONRY FETAZ0M(9)I0dx 112" HTA20w/(10)10dx I In' F AMETOH26Aw1(101adWJLS RAME M5 aw RTIAW(IO)NNAILS BEE FRANF TO HID>w111a110dx112' 1015 Iwo RT1BAwl(17)1WxIIW rWF 1020FRAME HtIM.2W(18)10dx1 VTAT2PLVTRUBSES 930 T18-2W(IB)lMx11WAT2PLYTRUSSE6 INTO FRPNETO MTS12wAI4)IWxI1MLAT EXTERDRFRAME w0 1195 L0CAT0NINCLUDEDr)toTOENAILS)060 L0CATONINCWDE (312tl T0ENNL3 FRAMETO MGTW(22)1OdNAILSANDWXTR. wl1T' wo 1a05MUGTI6 W(28)10tl NALSAN0 Mr AT.R.W 4495 MASONRY EMBE0MENIW91NR90N'9ET'EP0%YFRAME TO HTSY0M4110dx11 (AT ExiEPo0R 1126 1N10 FIR"WP/LS4)10dx 11M IATF.KTERKIR t88o FRAME L0CATMN0.U0E 12tl T0ENA'L6. L0WTICN IN0.UDE (3 2tl 7GEJA1-3 FRAMETO (2)H7320W(4d)I0dx1VT(ATEXTRNDR 2'250 8k0 (2)HTM10 wI(4Bji0yx 112'(Ai E%TERKNI 2570 3060 FRAME Kx1N L0CATCLUDE(9P2d TOENALS LOCARON INCLUDE(6)12d TOENAILS LEA) FRAME TO M174 W(lNl0d NAILS AND (2) SIB' AT.R. HUGT2 w/(16)10d RAILS AM (2) SN' A.T.R. O MA90N(0, W 12" EMBEDMENT w1 SIMPS0N'BET 16680 Wit'EMaEOMENTWSIMP90N-SET' 7020 97W EP wOMT4MFaFPLY) EP0XY(HU0TJF0R 3-PLY) OFRAMETO I FGrIt W(18)11V x 3-BIDS W00D WFIEWS MOO) 4725 RFUSWL2)W83MWWREWBAND 71M MABCNRY AND V) 12'x W TITEN H0 ANCHOR B0LTS (4)SN'xa1WEDGF-BOLT (1) LLTr2 WI(16) 161 SINKER6 QFRAME TO &DI 114'x 2-IW TTTEN2 17N Me MASONRY 6 ENO B LO ®FRAME 2 TO MA90NRYl (2) LGT2 W(a3) t M SINKERS A(14) 114-x2IN' RTEN (2 MY TRUSS) 3506M 40B0.M Ri LuoT2v✓(82) Tea SNKERS&(10) 1H-xi'W£0IX01E-SIXT(2 RV TR1199) 3100.M 9100.M FRAME 0R(28) 1 Ed SINKERS FOR FRAME (EA) ="09(32116d 8)Af SINKERS FOR FRAME (EA) SEXIDIF 452� J9 FRAME M TO MA9g4RYl LD=W 41/4'x3'SDS SCREVA l2) R 7 &(8)&B"x5'TfIEN (2 PLY TRUBB) 473aM �7DiA W wl 4V4'x21IT WS26 0T9 2 (2I 9CR"1Od)3/e"z5MRFMMEOF88) 89>N4M 7050-M 6010E aBaO-F 6Se0.F TJ10.F FRAME 0R.(62)1M SINKcTT6 F0P FRMIE(EA) 0R(Mn lad SINKERS FOR FFIM9E (EA) AEA SEAMTO HU4100FTFUC41OVPIB1OdA(10) 1 1 G8268d I H0410 OPT HD4I01F W NN 166 a nal IW 1 (1#3080 0 BEAM TO MASONRY/ HW60PT HUC46W(e) 10d RAILS a (12)1I4x2Y4'TITEN LTD MAD.) 3#1540 U#B60 GM1IX10 U4105 HD460PTNWBW(6)IO1NJLS6 (t2)1/4'x2L4'TAP0DN6(T0 MAb.) Op'162E W1030 GW016 U8850 FRAME w(12)IMA (8)iM (F0R FELINE) 6w+F SNI'm 0R(12)18d&(6) IM(FOR FRAME) SYP-- SYP-M TO (2)N6TA18 �T(2I HETA20 IBM 1W0 (2)HTAIB0PTN)HTA30 IR70 OFRAME MA90NRv 1-PLYWI(10)IWxi VVOR 2365 2265 I-PLYW00)10dx1112'0R 2430 bRYW(2) f 16tl 1 16tl 2FLYW(21 HPSMIBW lWM1LSANR41RM114' (� () 966 1110 HTWM16 61PIN SANDft/NSOW YNI )WEDGEEBCLT (I 11a6 1226 TAPCONS O MASONRYFIRAIMM MASONRY OR OR HTSMM id(10)I0d NAILS AND(4)114'W VP 9M 1110 HTWIWO wl(I ()10d NALS AND 14) 1/4'k139" TAPCONS WEDG680LT 1148 1228 ©FRAMFTO HI0S W(8) w xI In' MILE AND (2) RE5N' 910 MASONRY TITAN M FRAME TO 0TT22 W(8) 1W 01IT' S0S W00D DT6=W(N1H"x1 vzPwsl6MA0D O MASONRY 9CREW9ANl(1)1l2'B AT.R. EP0%IE0W 1833 2145 904Ew9AND (1)1/1"BAT.R EP0NEDw/ 1bI0 Ills SIMPSIM-SET' ENOTEM 91MP60N"SET' NDTE#4 FRAME TO HTTB W(2M) IM W 1W NNLS AND It) NB' S ..Rr W O) M.-tITNAIL3 AN0111 O MA90rvRY AT.R. EPDXIED wI SIMPS0N%ET N0}Eb4 BEL 4375 awo N N"BET M8'B A.T.R EP0AEDW MP60 S18)18d E649E1-0 5005 1. HTT4W(1S)IWd IYPNNLBANDIRN6'B HTT46W(B)6tl1212-NAILS AND (1) 9OFRAME MASDNNY ATREMMEDw/SIMPSON"SEP' S MTEw4BEL0W U40 4235 5E"BAT.REP0XIEDWNNP60N"BET' SEE N0TE#48EL0 41H O FFPNAMEo H108WL24)1Odxt 12'NALB 70 910 LUGTI MTC01dx1 IWNNLS 875 1046 OFRAME TO FWPKT W(4) 19W VT SCS MOD 760 RT16M W(9) 10E x 112' NNL3& 1395 INS MASONRY 9CR2AR)&LS)IN-x2V4'TAPC0NS WE (4) IN'. I WTAKONS IO VGTW(18) 114W SD6W00DWREW33 OFRAME MASONRY (116E'a AT.R. IEPO)sED W SIMPS0N MEET' &866 4N0 W Ir MIN EMBEDMENT TO (2)VGTWl32)1HX3"SDS W00D 8pYEWS OFRAME MARDNRY &(2) BI6'B AT.R. EPDXIED WNMPS0N 5170 rw 'BET' W 12" MIN. EMBEDMENT TO vGTW (18)1Wxr SDS WODDSCREWS 8 MU13T16 W121J 10tl NNL6&HTT45 w/(18) M OFRAME FRAME HDW.S0SI5 W(10) 1N-#12^809WDDD j2g6 WEEg 1W HNL9 a II) BE"BA.T.R - 4180 SC REWS A PI SIe' B AT.R. Q. FRAME TO MHTTI-102119df212" NAILS 4975 5090 MHTT4a W(SSIfl1112'NALS 5005 .. FRAME jlIWr60.LR(%EN0tE44) _ &(U NCBAT.R I9EE N0TE ✓b) 1. CONNECT ALL F'LOORTRUSSES TOINTEMOR BEARING WOOD WALLS/ BEAM6w1(2) to T0ENALS. 2. ALTRUBBT0TRIISBC0NNEC ONSAREPR0VI060BYTWSSNANUFACTUREA,U.N.00NPL . I G.C. MAY USE BONERSIMPS0N 0R USPC0NNECTKXJ9. SEE FRAMING PLAN FOR CONNECTOR CN.LOUT. 4. FOR SINGLE PLYTRUMES, SCAB ON FULL HBGHTSYP#12W10TRUSS VENTICALWEB W(2) R0WS0F 10d MILE 0 V O.C. STAGGERED 6. 12-WN.ATA. EMBEDMENT'd CMU BOND BEAMU.N.O. S. SW TRUSS CH0RPW4'4"7xWVPATCH CH0RD LUMBERS1715)w/(2) R0M 10d E e FR0M END& V 0.C. SrAGGEREIX CENTERAI C0NIffiCIM IXICATI0N AS MACH AS POSSIB E. U MINMA.WNNECTORUNOONFRAMINGPLAN 1. WNNECTONFORALLROOFIFL0CRTMU ST0MAS0WWALOIUNTaVCFWNLBUNOONPUW 2. WA-1.8 EDE1I L 9912113.1 91FOR VERTGALSF0RALL FlOORlRU5SE3 PARALLEL 10 MA60NRY WALL93EENFOR I. HOPIPOK 31FON MORE IIwoT MA ION 3. CONNECTION FOR ALL CONTINUOUS (COINER BOARD TO TOP OF MASONRY or AkTW O. NRot,W f. CONNECTION FOR NIC0NTINWUSDOES NORDT0T0CT WTA90NRYAOAME)L POUT 2)AT EACH CONNEC.(AC. TO ORT TRUSSES IX1 TERINOTCONFLICT OD 0FAPPU(2ASLj() to S. CONNECT ALL FLOORTT3USBE3 T0INTEPo0R BEARING WOOD WALLBEAM6w/12112tl T0NAIL6 MINMgI CONNECTOR LINDEN FRAMING PLV( CONNECTIONPORJACI(TRUSSTOWOODWAILLORMAM. l07 MIMMALCONNECTORUNOONFRAMINGPLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING • SEE [RSHI SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" 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' OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALLPANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Bd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOFTRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE. RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS,[-AYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST del+ FILE COP 0 '-METAL DRIP EDGE C.M.U. OR ICE WALL 'I SUB -FASCIA SEE TYP. WALL 2 x SUIA I ..--ALUM ASCIA -FASC SECTION 2x2 #2 P.T. MIN. FASTENED - 2x BLOCKING NAILED PER NOTE 2 BELOW: TO TOP CHORD OF EVERY OTHER TRUSS W/ (3) CONT 2 x 4 NAILED. TO 12d NAILS, TYP. (**) (***) BLOCKING W/ (2)12d NAILS - CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACpTIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED iN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #Y2 MIN. P.T. W/.-CHANNEL SECURED AT 24" O.C. FASTEN TO CMU W/ 3/16"0" TITEN 2 AT 15" O.C. (IF WOOD WALL, FASTEN W/0.148"x3AA1 AT 16"O.CJ 3. (F) CHANNEL APPLICATI0N: 2x2 NOT REQUIRED SEE pA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSLA4&&N DETAILS (**)ALUMINUMS0FFITS> VA' BLOCKING REQUIRE®, (***)VINYL SOFFITS >1'-0"SHALL HAVE FOR SOFFITS < 1'4" MID BLOCKING NOT REQUIRIb MID BLOCKING PER R704,2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" .*"p Tor4R's,, s�s. d.� V V I W a C 0 w p g IO �p 00 10 W W Lo$8� OMB jig. q�m"6 a 0' 1 W a vi a 2 ..- '� i' P fil Oa g�' Q,jN a K O �$9 ce�ce A WIR Nm 11 �jI m O m J saa� Z� a k 0 s �� 9 S m WWW.FD9FJMG.00N ❑ ❑ ❑ - Z Z.. Z «D Q a y ri 2 py w �MZ..f4 (, - ON E Nom oIQ Q FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z 4) CV W 0 V M `0.1 IL y 3 dF 'a 0JLuZ) M o Model Name / Number. 2265 Plan Issue Date: Monday, May 17, 2021 KA PROJECT NUMBER: 21-4886 Sheet: /I► Of, ROOF PLAN A t 1 ; GRAVITY & UPLIF 1� •. . 1... Ff?':.. h . J' ) v.Y' iY tl+ c ,ri S .. `- f , i +I, ,+; LINTELBEAM: > 1 COURSE LINTEL BLOCK W/ 1 # 5 } SAFE APPLIL NON-SHEARWALL SEGMENT BAR & P51 + "ax� a * , MIN GP(ACI5N.zS" LAP (ACI 630) f d T".�} r u NGTH GRAVITY - GRAVITY LC da� ,.t TYPICAL SHEARWALL SEGMENTFl�.' t LOAD (# PLF) �'+ (# PLT1) ALL SHEARWALL SEGMENTS r ti , r E ti CONSIST OF FILLED CELL EACH END WITHOUT { 95045 AN OPENING BETWEEN.am 6113 1895 FILLED CELL: P.S.I.. &e sme '; t FILL BLK. CELLS WITH 3000 GROUT ONE #5 0 LOCATIONS .� ,, a �} a ' SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. br, t y �/ , � n 1011 71'2' FOUNDATION PLAN MIN. LAP 25" (ACI 530) ' ... - . „ , , .; ,'%a". 3' i ",." .;. . . FOR MORE INFO TOP OF SUB. t D jI k MS02 TYPICAL SHEAR WALL SECTION bra 1��5 0 TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT.. •SIMPSON SP4 W/(6) -10d X 11/2 SP6 OR SPS FOR all AND 2XR WALLS a a DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. ' W/1 05 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 1 S" C.M•U. S' 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" 7APCONS OR 1' (8) 2 7/8". HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. MS03 nxnc nloV nnnlnlLrrinni nIZTAII #5 RE1NF. 20" MIN. UP BAR #30R #4 REINFORCING 7��8. BAR #A F 44 1 AP SPLICE 5 #5 STD- 90p HOOK #51 AP cPII EG BAR NFORCIN SCALES"-V-O` .LAP #6 REINFORCING BAR " GRADE 40 U.N.O. #B LAP SPLICE_ MSO5 REBAR SPLICE DETAIL - GRADE 40 N-rS. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2%" 12' O.C. 1 2 X 6 1/4" X 214" 12" O.C. 2 2 x 8 1/4" X 2$A" 12" D.C. 2 NOTE: TAPGONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO SUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST LINTEL I l2) 2X P.T BUCKS W/ 1/2" O.W%. BETWEEN FASTEN Fr NAILER TO MASONRY I IF DOUBLE 2X NAILER 13 USED.,. USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL NJ.& FOR: ADAMS HOMES 2265 A 3 RD LINTELS rIEWLIFT l:i►D, (# PLF) APPLIED UPLIFT LOAD (# PLF) 405 83 r� 971 7-27 355 �624 51R U0, O HURRICANE ANCHORS (TYP,) ffi MIN N FIRa TOP MIN �b ' HO" G-E4R . ` , ffi PkGAR AT pOttd» st a cline oavrtY G eorron RsnvoxarG t-B/6"AGndN. PROYIPEp M LINTEL nAwiket e' NornNAL wnxH TYPE DE8IG14ATION r•rILL®wmt amasrru. utax,,.., Ga4NTITT OF 5AR AT CAMT- 8FI&-15/IT NOFIf"IAL ViDtH -+ j L aownI OF "6 NOMINAL HRG4T REAR AT TOP MATERIALS 1. Fc precast lintels=35UO pal. 2. fc prestressed Ilntsls= 6000 pal. 3. Fc grout = 3000 Psi W/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM CEO W/ minimum net area compressive strength =1900 psi. 5- Reber provided in Precast lintel per ASTM A615 GR60. S. Field rebar per ASTM A615 GR40 or GR60. Prestressing strand pet ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S- GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of Ilntel must comply with the architectural and/or structural drawinge, 4. Lintels ere manufactured with 5-:1/2" long notches at the ends to accommodate veriest cell reinforcing and grouting. 5. All lintels meet or exceed L/3e0 vertical deflection, except lintels 17'-4" and longer with a norninal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cevlLy. 7- 7/32" diameter wire stlruPe are welded to the bottom steel for mechanical anchorage. S. Cast-ntplace concrete may be pruvlded In composite lintel In lieu of concrete masonry unite. 9. Safe load ratings based on national design analysis per ACI 318 and ACI 530 10.1-IIne1 min, depths are called out on lintel plan. If contractor Installs a deeper lintel then Indicated on the plan, doing this Increases the strength of the lintel and is approved without engineering letter. if a smaller lintel is installed contact FOR for approval, SAFELOAD TABLE NOTES 1. All values based on minimum 4" dealing. Exception: Safe loads ror unfilled lintels must be reduced by 20% If bearing length Is less than 6-1/2". Safe loads for all recessed Ilntels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified, 4. Safe loads based on grade 40 or grade 60 field rebar. S. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel, 6. One #7 rebar may be substituted for two 05 rebars in 8" lintels only. 7. The deaigra r may evaluate concentrated leads from the safe Wad tables by ealculabre the maximum resisting momenL and shear at d-sway from the face of support. S. For composite [Intel helghbi not shown. Use safe load from next lower height. 9. All safe loads in units of pounds per limes foot REVIEWED FOR CODE DO PLIANOI ST. LUOIEOICp�CaOUNT'V C PRECAST it)" LINTEL W/30WPSI CONIC. /GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE / WfrH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED 1 REINFORCEMENT REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SCUD W/ (1) #K BAR FOR ALL WINDOW OPENINGS 6'-S" !j II /. HOOK . % ed V STD. 90 DE ANGLE 300 CONC. W/1 REBAR •SEE FOUNDAT PUI SEE FOUNDATION PLAN FOR LOCATIDN% MS01 I BLOCK WALL REINFORCEMENT "m g o- tv ] z a 8 TYP. BOND BEAM 8'XS"x18"K.O. LINTEL BLOCK FILL W/3D00 P.S.I. CONC. W/1 #5 DIA REBAR INDICATES FILLED CELL FROM FrG. i0 BEAM WITH J. #5 TYP. DOWEL 25" MIN. LAP (ACI 530) N.i.S. ^c; •w �6A. .fit �. ..t: QQ w ""mow .T)`•. GJ1I`P �. b �a T f N a � .a N LrD a ` F W iPi 00 °rD 0 PA��� s Lo Y 881 4 d w- U)It: C 3 103 da IWO L LL e�G ~ ag§� Ao OP Q GOJ D jx6'A 6SEA� > $ ?5 WWw.FDBENG.COM ❑ ❑ ❑ z Z Q _o Z N f fall, Z N l/70 M V W W r2 M (� C4 a0p d O U x, g WA< CJ rS by I re DAMS O US FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: Z C N i LO W -r2 U M m w z W N (�D. Ii • • �` N a z oJ�yNwm M U) VJ ® Model Name / Number: 2265 ®Plan Issue Date: Monday, May 17, 2021 VT KA PROJECT NUMBER: 21-4886 Sheet: n ells of. LINTEL PLAN o SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) W'x5„ SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. I OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. ° (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o n "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL " MIN. 5 PER JAMB. VERTICAL oo i I I SECTIONAL " % OO OVERHEAD CONT. P.T. #2 WOOD DOOR `p'TORR F? SYP 2" X 6"........... lid P / TRIM ° E 96 2"4" P.T. WOOD JAMB v rl :, : I. • II .II. _ * w x:. pF DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER @:r GARAGE SLAB ., 'soy0� 1 F O ti • V�i > °°Is TYP. GARAGE DOOR r r`ONp TRACK MOUNTING DETAIL ° ° NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS g DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 8 vo- toa0 „ aim q£w$� ` 2 O or _ _ Lf 8 Co' m LL 1L LL U B dT$ 8ss mANC� W d m a R'XLL° a W BLOWN-INR-30 INSULATION PER FBC 103 Vaga a5 z Y AND FORM SIJBMF17ED 2° g W i m 3 PERMIT APPLICATION PROVIDE BAFFLESERGY g BLOWN -IN R-30 INSULATION PER ' AT EAVES (FOR VENTED ATTICS) K a g Z N m.r d FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 12 FIBERGLASS SHINGLES 5 y f i j @) d ci ¢ o ' 12 EAVES (FOR SEE PLAN IO TILE ROOF (PER ELEVATION) kt L Z Q � V v SEE PLAN VENTED ATTICS ( ) OVER APPROVED UNDERLAYMENT g ® s � N PER FSCR 905.1.1 OVER APA a „ ,- � WWW.F�SEIVG.CGM ❑ ❑ ❑ FIBERGLASS SHINGLES TILE ROOF (PER ELEVATION) N)ENE TRUSSES @ 24" O.C. PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - SHT. FOR ON TRS. ` SHT'G & FAS Z m (\�J,'/{� , OVER APPOVED UNDERLAYMENT I - � 5 PRE-ENG. WOOD PER FBCR 905.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE SHT. FOR , TRUSS ANCHOR (SEE PLAN) Z N 10 JJJ///�����' z v TRUSSES @ 24" O.C. RSH - ON FRAMING I ) & _ _ _ SEE PLAN FOR _ _ ) SHT'G FASTENERS ERG. HT. a TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL FELT FELT PAPER OR • " • ` ° ETAL DRIP EDGE A /� r ' — ,� ram, TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE 3/4" P.T. NAILER 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR /� '� l 1 )� N ` ' — - — - — - - SOFFIT. SEE ARCH. 4x4 2x4 POST UNDER EA 1/2" DRYWALL PLANS w/ 1/2" DRYWALL tMETAL DRIP EDGE CURTAIN NAILER _� , r� 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" V — �0 c f u3c CONNECT ALL 2x STUD 2X SUBFASCIA 1 x4 P.T. @ WWDOWS 1 x 8 P.T. @ S.G.D. �, n O.H. LINTEL BLOCK W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH ( TYP.) ALL SIDES - O.C. i FRAME FOR COR- �tl1 m V) ~ m fff TO TO TOP PLATE WITH (4) iSd TOENAILS SOFFIT. SEE ARCH. n „ SEE ELEV. 3000 PSI CONCRETE o / 7. \ O (TYP.) Oo HERS FOR NON LOAD O 004 E=,_.. "' o $ PLANS PREC45T "V" LINTEL „ v° ,O a = 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE �", " a ° BEARING SIDES NAILED® < f oo ° ao ° v'4 W/ 16d NAILS @ 8" O.C. _ 0 U u \ x Qcq cqoon = Q am J0\0 v,f" �\ / O / AM, '- HQM 15132" OSB EXPOSURE 1 ON 1/2" x 8" J-BOLTS ' (TYP.)4 COURSE HIGH A.F.F. MAXIMUM OF (3) - 2X PLATES MAY BE O.H. EXT� WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. CMU BASE FILLED w CONC / r8 ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T813 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" SIDE w/2" WASHERS (TYP.) � i v w/ (4) VERTICAL RENF w/ 'Y! -_- 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 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS, „ „ REBAR W/ 3000 PSI PLAN Al-A1 OF COLUMN , -�.. ,,g 3000 GULFBREE2E PARKWAY „ CONIC. ALL LOCATIONS y,� � G` n ,,.^, �, I ZEV D FOR GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN ,, SHOWN ON FOUNDATION &FLOOR PLANS g ODE ANCE v °®�ga (G.C. TO VERIFY W/ FLOOR PLAN u DIVISION LOCATION: PORT ST. LUCIE LOCATION OF OPENINGS IN JA SIMPSON LSTA30 SEE FLOOR PLAN p+�� ST. LCd4o0 �etlNITY EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL w/11.10d TO BEAM FOR BEAM SPEC. BOCC & TO FRAME BELOW ♦ Job Information: STUDS ARE REQUIRED). NOTE: 44" MAX. SILL MGT. ON r ALL BEDROOM WINDOWS. I VINYL FRAMED WINDOW WINDOW STOOL W/ SCREEN ' CEMENTITIOUS DECORATIVE PER SPECS „ N PRECAST CONIC SILL FINISH 7/8" THICK PER ASTM PAPER BACKED FOIL R-4.1 u 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL N MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM J EXTERIOR FINISH 1/2" DRYWALL ON SHEET 6 FOR NAILING INFORMATION FOR SUBMITTED WITH PERMIT APPLICATION y (SEE ELEVATIONS) FILE COPY Z o in FTG. DOWEL #5 DIA. REBAR w U R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC WALL SHEATHING. P.T. ZX #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 2 P.T. 1T' IN CONCRETE - 25" SIMPSON c_ M Ch +• AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACI 530) ABOVE HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 a 3 E WITH PERMIT APPLICATION HD) W/2" WASHER AT 32" O.C. 6" END SEE WS07 WOOD BASE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN w/10-10d TO COLUMN POST , 4 POST w/ 2x4 UNDER EACHXEND - z Q i m (0 a WOOD BASE MIN. FROM - FOR TERMITE SHIELD OF BEAM SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR O 00 FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP OF SLAB NOTE: I, 2 X 4 P.T. PLATE BOTTOM STRAPS c J m (n (+ J ♦ Model Name / Number: co INSTALLED ONINSIDE OBE 2265 r x) GRADE \ GRADE COLUMN. DO NOT BEND1K STRAPS UNDER PLATE. °, ° Chr �'% ��° ° ° ° n PLACE STRAPS IN FILL i4 ° ° ' v ° \v * ♦ Plan CLEANW .°� SEE PLAN FOR N CELLS w #5 REBAR / -' °,v I� , ; - (TYP-)4 COURSE HIGH CMU BASE MondaytMay COMPACTED ; RE -BAR QUANTITIES ' FILLED W/ CONC - SEE PLAN FOR FILL n., SIZE. TOP OF COLUMN BASE - 17, 2021 2'-0" AFT ♦ KA PROJECT NUM BER: II•_ 1^6"'II SEE FOUNDATION PLAN FTG REQUIREMENT; SEE PLAN SEE FOUNDATION , 21-4886 FOR PLAN NOTE DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: ^/1 Of: WS01 TYPICAL WALL SECTION $" CMU 3/a"=1'0" CD22 ENTRY CMU DETAIL - UNLESS NOTED OTHERWISE COLUMN BASE w/ FRAME ABOVE N.T.S. - J LL// WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-o° TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL S" D BLOCK TIEBEAM STRUCTURAL W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ I SHEATHING TOP TO ALLOW CONT. 2x4 BLKNG CLIP EACH TRUSS AROUND CURVE. MIN. 2 TITEN (SEE ROOF PLAN FOR TYPE) ANCHORS TO 2x8 FRAME OUT TO BLOCK EDGE (SEE�PLAN) EXTERIOR SHEATHING ' ATTACHED PER NAILING .A 7/16" 0.5.B. 2x8 W/ (3) 12d SCHEDULE TB13 ON EA. SIDE TOENAILS EACH END SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: /16" OSB W/ 6d SIMPSON SP4 2X BLK'G. WOOD FR ME WALL PER FBICR TO O.S.B. NAILS @ 16" O.C. AND ENERGY FORM SUBMITTED W/ 2 - Sd TO SIDE & TOP NAILER WITH PERMIT APPLICATION 2 X 4 SPF EA. END (WHEN EXTERIOR WALL IS ; AT 16" O.C. EXPOSED INTERIOR SPACE) EDGE VIEW 2x4 SPF CONTINUOUS PO BLOCKING ATTACHED STUD TO BOT PLATE: TO 7/16" OSB W/ (2) Ed SIMPSON SP4 NAILS. SEE DETAIL ABOVE i LINTEL 1/2" X 2x BUCKS SEE MS11 NOTE: HOLD FRAMING 1/2"ANCHOR BOLT FOR MORE INFO BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING I N.T.S. lu lu . m ro 1" 14fr" 14z (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NA15 (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D = 0.1 V', L. 3-1/2°) OR EQUAL (0 = 0.162". L= 31/2") OR EQUAL Lam) ADIACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SI DES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAIL5 PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 16.3 FOR THE THICKNESS OF THE LAST IAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FORLl SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. VERHANG •J" FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. PROVIDE 2x4 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) STRUCTURAL SHEATHING 4B+ 7/16" MIN. NAILED W/ 8d 2x4 STUD 49+iy COMMONS @ 3" O.C. @ `� EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS ` �I TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SEE GE05 FOR ��` SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD STANDARD ` (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN GABLE D \Y� I�� TOP PLATE W 8tl 21 2" x 0.131 NAILS (SIM. w/ 2x6 FRAMING �� + NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) ` ` TOP PLATE TRANSITION I z PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE + +i I+ +I y TOP PLATE w/ MORE o THAN 50%OF TOP 2 ROWS 12d 2X TOP PLATE TO 3 PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d > SIMPSON PSPN516Z NAILS @ 6" O.C. j a w/ (12) 16d NAILS TYP.+,y7Y IprTOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS + +1 zz ns . . TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W Ed 2 1/2" x 0.1-31 NAILS PLATE W/ PLYWOOD + NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 10.5 1 FALSE BEAM AT GABLE END N.T.S 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL IF ONLY (1) KING 7/16" O.S.B. (1) JACK USED AT EA. SIDE 2X BLK'G. EACH SIDE OF OPENING G.C. TO W O.S.B. INSTALL (3) TITEN HD. 2 EA. 8d END 5/8" x 8" EQUALY SPACED EA. PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED (3) 16d SEE PLAN �SP4 AT COMMON FOR WLL 24" O.C. NAILS(TYP)� HGT. CMU— ILL M-MGM II �7IIJ% ® ® I '11`�HEADER . • • L • I�! F IEACH (2) 16d TOENAILS t' • TYP. - • • • t © I• • • OSI3 W/ :. NAILS. SEE DETAIL ABOVE ISEE "ELEVATION FOR ROUND/ SQUARE TRANSOM BOX HEADER--j EACH • --- WINDOWO • ■ .. • • • r-TOP SPLICE /-DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD VF17 I TOP PLATE SPLICE DETAIL 3/4"=1 * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. JACKS REQ.AT 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) 1 (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH 15 LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP lOd NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - i-CMU _ Fiy�G :F * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RANTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE iEE 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.OJ 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 VF21 I KNEEWALL @ ENTRY FRONT WALL 1 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)-Lod NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL N.T.S. I k—EVIEVVED FOR CODE- COMPLIANCE T. I.UCIE COUNTY LLHOCC FILE COPY +'++ �TT 1pr l+OSSE a ` tiI s 1n� CL • � F •'s�0. 1FL Ct A a c o w W ik =8�gti dm 0 LL LL LL d na- �rrhg �NmO� amgLL9 a L Y In N g ® Z=�S5 O: it o ags"Og W$W O W�E.,� m m d P s $e 2� 0 6" d a W o �9yyE'v Zow F534 yNy1yfDSENGCON El El ❑ z — p po 1i/ p a J = W — LO z ^ M to m Ej �v N to C) w� �J V W =O E "= 0^oy W `_ DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330140 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 1.1olo 0 Z C a) N 0) WL O E U M M + m m ai E P z I—�Um'0 a O.JwZ) _j M U) (1) VI Model Name / Number: 2265 Plan Issue Date: Monday, May 17, 2021 VI KA PROJECT NUMBER: 21-4886 Sheet: S 3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 1 TRANSOM DETAIL AT ENTRY 1/2" = WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 45* , ' MINIMUM 2"x4" CROSS BRACING i ' (SEE PLAN FOR LOCATION) , " BLOCKING (3) 12d '.. PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN- , INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPA '. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d @EACH TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL N.T.S.TB02 TYPICAL CROSS BRACING DETAIL N.r.s. \6\ylHplaaaa .��p TO'nR°s,� OVIDE 2X4 MIN. BLOCKING AT NTER LINE OF HIP/RIDGE, TYP. ETWEEN TRUSSES W/ (2) 12D 9� 0 AILS EACH END TO TRUSS TOP HORD .' Z % TO BLOCKING �rio ��p °°• b`�b TRUSS ALTERNATE PRE-ENGINEERED VERLAP TRUSS BRACING t WOOD TRUSSES AT LEAST ONE TRUSS aaaa'lllyy\G.T:SHEATHINGADD PACE I _ _HEATHITRUCTURAL 2X4 ALONGSRIPPED 2X4 SYP #2 2TOP CHORD WHENAIL TO TOP CHORD TO PREVENT SHE----- OF HIPPED TRUSS W/ SPAN FROM EXCEHIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EG.ISIDE OR BOTH IF (2) 120 NAILS MINIMUM (3) 12d N _ N a 0 ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR SHEATHING SEE *SPACED AT 10'-0" MAX SYP TRUSS BRACING A w m F$F (v N PLAN r s u g 1p F u1 00 1- C'm 2X48 COKING) HIP TRUSS 8 BETWEEN TRUSSES g link, �, Fii/�T-- �^��Vp aiLy ^ n w pl$ s g 2 J $y 2 Li89'� TB03 HIP / RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) LL Em l9 o N G r' S 3 o ... ,. 0 El El h WWaW\j.FlJSESENG.COM z �•, TRUSS NOTES: Z o aY J J 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3.2014 a N (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 Z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY (((///����., EJ CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT SO TO AVOID OVERLOADING ANY ONE TRUSS. �� N W EVENLY OVER A LARGE AREA AS BY THE TRUSS MANUFACTURER ALL U O 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED A 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. 0 BOTTOM BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT C 4. ADDITIONAL CHORD ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS, S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. L"1 mTY� = N f�J '- J SEE TYP. TRUSS BLOCKING DETAILS CJ — N E}� SHEATHING W L O 0 2 p 3 TO 4 TRUSS x4 AS SHOWN L) NON C ALTERNATE 14 TRUSS SPACES D DIRECTION ~ 0 Q N 0 , RUs j�DAMS OM.:BS_I. VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR HS SEE ION TO TRUSS NAILS TOE TRUSS FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE OF (4) IOD 6 BCy -0 REQUIRED @ RAFTERS GREATER THAN 8'" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE FLORIDA 32563 SEE PLAN OUBLE TOP TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG.TRUSS SECTION B-B VARIES W/ ROOF — � 2x SiuO WALL BIDGEff rA "�� � SLOPE •\ PORT ST. LUCIE . /• \ / CCU$ COMPLIANCE CONY. FRAMED RIDGE \ / . Job Information: MAY BE NAILED w/MIN. VERTICAL SCAB 2X642 2X4 SPF BLOCKING / ST. LUCIE COUNTY (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) i2d \ BETWEEN TRUSSES / NEXT TO PRE-ENG. TRUSS TOP & BOTTOM OR H5 OR BLKING.NAILED EACH \ \ @ 48" O.C. MAX. / / � SW/ (3) 12tl NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl ID SIDE �+ REQUIRED w/ (2) MTS12'S RHEQRED @ RAFTERS GREATER \ \ / B AN D 2x4 SPF BRACE \ / \ @ 48' O.C. - NAIL W/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY d \ \ ALTERNATE DIRECTION O sHEATMN RAFTER \ \ \ 2X4 BLOCKING BETWEEN C6 BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) i a) N N C @ EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X31/2" / / TRUSSES o � 2 ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN w y V V M BLOCKING OR H5 @ 48" O.C. / / M Y PREENG. TRUSS \ / / CO L � @ V CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. / / SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ -FILE COPY B 2X4 P.T. BLOCKING BETWEEN \ \ / / 00 DIAGONAL TRUSSES W (2)-12d NAILS @ W000 - 2%8 #2 SYP RIDGE BEAM / 2' OP ON CENTER \ \ / / 2X4 SPF BLOCKING VI Model Name /Number: AT 8'-0° TRUSS EACH END MAX 2x8 RAFTERS @ 2'0^O.C, \ /\ / BETWEEN TRUSSES Y MAX. W/ (3) 92d COMMON @ 24" O.C. MAX.w/ / \ TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN \ / ,\ (3)12d EA. END (TYP.) 2265 (SEE PLANS FOR TYPE) 4 FT @ z-D^ D.C. MAX W / (3) 1OD SEE PLAN CONC, MASONRY COMMON TOE NAILS TO RIDGE BEAM Pan Issue ate: 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT Monday, May 17, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE s KA PROJECT NUM13ER: @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION Amp 21-4886 2x4 S.Y.P. @ 16" O.C. Sheet: S-4 Of: T1306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL NTs• ROOF FRAMING AND BRACING DETAILS a 6" I. THERMA-TRU INSTALLATION����������������� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. F,a 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. a LrLe valeyby centering Be certain of the number and placement of all screws securing the frame ' 38 wine caHamreedlMn` GLwd ea.I'merg Ira to the rough opening buck. Consult the architect or engineer -of record ndvalent nt err Vl aent alp in concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT t nallw he OPENING SIDES AND HEADER. 'e' of Embed Ina .2'Yeea a i velleY centenihre ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE i nBw Vni2' ' 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS Out 1 d tonal to SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE Bf O�4"in DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM m a. OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE 6" 6" Bh, SINGLE DOOR SINGLE DOOR W SIDELITE Ct" 6., 3" 3" 3n 3. 3" � Ill - — - III E 1 3" 3" 3„ 651 6 6„ DOUBLE DOOR W/ SIDELITES D' 4 s )A /E n 6' (PACE :VENLY I" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR i" SPACE EVENLY N 7^ s to use In 5th["rm / Cut Shingles 2' back from wallet centeriine SHINGLE INSTALLATION GUIDE SEMOB; -NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/0" MIN HEADS, 6 PER SHINGLE. Woto�'` Ut4a A' )gyp OAp�` cwN"a so '°° neFes' t 0 1¢na^5 .2g' Eglas ter ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APIPUED ALL LEVEL VALLEY 711ED, PANTD BEHIND. FLASHING LOCATIONS) .WALLNISH AND MINIMUM 0DI8a ABOYE S-HGALV. VERTICAL RISE OF FLASHING KTENI AL WALL HING CONT. AT MEEWALL RY pLAsrER sr SEAtANf ROOFSHINGLES FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED eiNG 1 AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEElIALL 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" PHI LLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2 DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH e 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 IN FRONT OF MECH. OR APP. WHEN REQUIRED 2xWOOD FAAME 11/2" MIN, EJ418EDmENT � WOOD SCREW BY OTHERS 4" DIA. CONCRETE 5HEATwNd FILLED PVC. PIPE. BYOTHMS , CAULK BETWEEN o _. FIN &SHEATHING ® TOP OF SLAB E TEnIr�R " s«a -1 FINISH DI co 8Y OTHERS. PERT I r C111 Td aflr7 CAULKurur 09 I'. f Ir - )r o z I ' °r— 16" MIN. DIAMETER CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. O.A. WINbO'Ylii' HEIGHT EX RIOR IN'4EKZI'OR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Maemum fastener Sparing (Jambs, Head and $11) #Stu $ere MOusang. Fun Hallam Find Weer Whim of Wall Framfol; #2$prhge/Mne/Fir Or biter #ld xid/2" _ __ Screw Minhmum Panetadon Gledni, Crow settlia V hew 1711 E*riM Shantung var/adon /n codes and bmldbtp types, It Is left up to fide and user to determine the properinsfa/lation of these Items LUIIV9THE WULE WRAP ON! Before Irntadng your window, to bubble wrap may be peeled back for u,spechon, but please M-stick the wrap to bond the blrJls from WakMs and 000 damage on lftamWctwn 6 complete. Sept Measure to be Rae Me opening Is 39 to iR"larger earn the window dtt boll vertically and hodmnciy. " You may wish 0 pnh-tlydl the installation holes in this fin at this bass. the haw In h ta mourshy fin as arenot Stop Apply age pious bud of Rlicometo the badaide of the mounting fin. Ure enougA sricghe to sudfdaltly AN all voids between the ins and the wall alheathing, Step 3 Baartthe Window into the opening from the outside. The wallow Is labeled "inside" and `outde, butt them labels have been remand, the glazing bead should always be to the inside of the building. Step 4 Irhaell shims wrier the sill, adjusting men hrcml the knit H plumb In the Wrong. Shims should be kwWkd under the all away 2 feet. The window should be basically centered in the opening with no more Man 1/4' gap between the window and wall framing. S Ir.Wla#SOX 1.112'W"4"from the caner of the fin at each and of the head, sill and both facts, Ste, b [ristntl tie remaining fasteners m 9• Incremads from tlse carer screws m the cede aeach Name membe, Use arenm m over. tighten the spews and pull them through the fin. Aim, make Sure the screws go in straight and do not am the frome to bow. Wall framing should be a rmnimum of #2 5pWW4NrelRr step 0 If desired, a roam emulation an be applied to the etenor gap between the window aid wall framing. If applied, /ins ewstbe ore NON EYPANOING TYPE EOAN. Step 9 Since these wmdays are typically used In roans wth high mddure, la; lathronms, it recommended that the ends gap between the window and nil framing also be. Se" with silicone and roolad so as not to madere with the mstalaeon of wallboard, file or trim. Step 10 Once all conanhctlon Is complete, remove the bubble wrap from the Inside and outside of the window. If n mmay, dean the blocks with a mild deterfientand wamn water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address; Contractor: Building Permit: Product Design Manufacture Model # Attachment A Pressures Method Roofing: DAIE 1st Choice COUNTY APP. 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: DADE • Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, COUNTY APP.Inc. "Off- FROM E A ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND PRODUCTS LLC #30 AS ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1A Overhead Garage Doors: 1st Choice +30.0/30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH +30.0/32.0 CLOPAY 53W5 (5)1/2" DIA, x 8" "J" BOLTS 2nd Choice a x 7 Swing Doors: �titlttrDrys� `oVASE w10 JJ ALI ¢,. o. vFotS;pNP` FL21580.1 FL12328-R9 tD a O a to m ti s to m a E �'8 p21Vo OfVNd.. Fin yl M�mg4 W a IL �-a outs w to N 5 Z�Q� zUJ Y. 9q O Y �ga Sze. � � 5.3.E a. K d 0 N cr O pproval # h V✓weW.FT15ENG.CCMI Z -. FL30310.1 z $ z 4 o ¢ o 3 a to z N Ln aJ 1!I d J'.. M" R-2 .IUZ w.a If + U E OD d a do _ 6cwom FL16546.8 FL15279.84 — --- 1st Choice +67.0/-67.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16% X 3" FL2&463.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL2046 . 2 +67.0/-67.0 THERMA TRUCORP. SOLID FL20461.1 FIBERGLASS DOOR FIBERGLASS OR gE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE F1.15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) Sidelights U PAT PRO ILA FL152 15.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 AS m. r Inf r cl t ��,y REVIEWED E3EC- F n MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL15332.12 Windows: IE COMPLIAM, 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin Single Hu (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16'=iAPq( !'a ANCHOR WITH MIN. 1?4" EMBED. TO ALL FACTORY DESIGNATIONS WITH A HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 17676.9 3500 SERIES +40/-50 MI WINDOWS Single Hu (flange) OF SUFFICIENT LTH TO PROVIDE 5/8" MIN EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2X HUCK USE #8 WOOD SCREW OF FL 17894.2 SERIES S540 SERIES +50.0/-50.0 MI WINDOWS Single SUFFIENT LENGTH TO ACHIEVE life" INCH MINIMUM EMBEDMENT FL17678.2 IN WOOD SUBSTRATE, MI WINDOWS 3500 SERIES Single F17894.4 Hun (flnless)frame Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 16' TAPCON ANC H oFFl NT LENGTH TO CHI A Ile W1926 Horizontal I MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM I FL 15804.2 u Ilo EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1aA" EMBED. TO ALL FACTORY DESIGNATIONS $ Fk I WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 6/8" MIN. EMBED- INTO WOOD BUCK. Soffit: 1st Choice +66.0/.71.6 KAYCAN LTD Standard vinyl Staple -011on center In direction of length FL16503.4 R5 Plygem / Variform I Plygem Double 5 Double 5 standard {vinyl) 10" FL12194.1 Double 5 standard I standard Vinyl staples solid 144 vented " J.45 FU2194.2 Hurricane Panels: 1st Choicel Dade County App. SHUTTER & GLASS Storm Panels 24 GA. STORM PANELS FU6293 R3 — 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: Luis Pablo Torres Certification Number: A. # 87864 Name: Certification Number: DAM Sk Ht/MKS I Ts�S sas 11 III II I I II FLORIDA CONTRACTORS LICENSE NO. CRC1380146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST_. LUCIE Jab Information: I.L Z N � LI..I o £' y U M � w A E 2 d m M a ® ®Js�t�L'LnI=�/'� 12 J W V/ VJ ® Nlodef Name / Number: 2265 0 Plan Issue Date: Monday, May 17, 2021 YE KA PROJECT NUMBER: 21-4886 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING /-WEATHER /' RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMP(PARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY61N. `WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) ' 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 banter 3. Fold weather resistive barter back over head flashing and SEE[ with tape 2 Scale: NTS SELF -ADHERED FLASHING SELF-ADHEEXTERIOR DOOR WREDDECKHIS CTIONA NG FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER W p01 EXTERIOR SHEATHING EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO F DOOR AAPPLIED ND NDER RETURN REFER TO TECHNICAL r LETTER ON CHEMICAL COMPATIBILITY , SELF -ADHERED FLASHING SECTION -A (SEE DETAIL WP02) SELF -ADHERED n FLASHING SELF -ADHERED FLASHING - NAILING FLANGE WEATHER RESISTIVE BARRIER DO NOT. BOTTOMNAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR. SELF -ADHERED FLASHING \H0.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) IWPO41 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST I no ERIOR IT. FIN. .DING PAPER PE n : 12.0 in cm : 30.5 cm) EiATH -DING PAPER F-ADHERED FLASHING JDOW UNIT O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING 3" MIN - DOOR ROUGH OPENING 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUSFLOOOORR '---� RIM JOIST z TWPO2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) 6" 2 EWP:05 1 SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL FLASHING REQUIREI\IENTS R703.1 General. Exterior walls shall provide the building with a weather resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT 11703.1.1 Water resistance. The exterior wall envelope shall be designkrl and constructed In a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 0.3 in: 12.0 in SELF-ADI-i E R E D FLASHING wired 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 C PRODUCTS DETAILS I L R703.2 Water -resistive barrier. One layer o1 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. 18 V asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed In accordance with the CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND. STUCCO. water-malstive 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 walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described In Section R703A. 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 awater-resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 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 barrier 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 2. Install flashing and weather resistive barrier to form water shedding laps -absorbing layer or designed drainage space. 2 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or In accordance with the manufacturer's Instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING wy p /t� ®® S scoringcuts Instructions. AB flashing shall be applied in a manner to prevent the entry of water Into the wall cavity or penetration of CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Y Y i V 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Selfadhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6fl x 6 with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum ) AAMA 812, or other approved standard as appropriate for the type of sealant. Flu4appned membranes used as flashing in RUBBERIZED ASPHALT ADHESIVE 6. Fold as Shown b arrows y exterior walls shah comply with AAMA 71R. The flashing shall extend to the surface of exterior well finish. Approved p y g PP (lashings shall be installed at the following locations: ADHESIVE sELF-ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to comer j 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the SCORED exterior wall 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 exterior window and door openings shall be installed In accordance with one or more of the following: SEFORE FOLDING, SCOPE RELEASE PAPER TO EXPOSE ADHESIVEAS SHOWN) 1.1 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 the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides. SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. .rt 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 5 2. At the intersection of Chimneys or other masonry Construction with boom 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 4. Continuously above all projecting wood trim. 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood-Imme construction. s. At wall and roof Intersections. SELF -ADHERED FLASHING !WP061 INSIDE CORNER 7. At built -In gutters. z�, T , 4 215,., .� WPPLYA LIQUID P O S AACCORDANCE WITH TIHE MAN FACTURER'S RECOMMENDATIONS, ATTIONS, BEFORE W PO V INSTALLATION OF THE SUCK/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. 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 �V 1 1 Cement Plaster \\ in accordance with ASTMC926 over wood 2nd floor • 'Cement Plaster over block i st floor Note: The building pap@r and metal lath must be installed over the top of the weep screed, 7/F' Cement Plaster in accordance with ASTMC926 Felt tracked metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 31 /2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Block Slab OPTIONAL DETAIL_ 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/IV' O.S.B. sheathing Keep top edge of weep screed 2" below top of block' - Vulcum caulk bottom joint only - Metal Flashing 3-1 /2" Unperforated nge 7/8" Weep Screed 1 /T' Cementftlous 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"a:' (CIE CCU` 171, C 1/2" Cement Plaster Finish 2 112" Perforated Flange 1/2" Weep ScaBILE COP - Install bottom edge of weep screed 1" below finish floor vtt tf U u r Jrr � ,tO TOR/ 1j FS °J "tySE N °0 W C 2 it Q. 9 � P- 1i 6 W Lo W W 5 us :2 av f'b NN S DN £T�j WyPlgI 'a o. C 2{g y a Q t W't IL �¢ W ni ()) z=�Cm3 2 O � Y O ff E Im a . s P 2 WWW.FDSEN .cON ❑ ❑ ❑ i� 0 d IZ g o I ,o 2 N N Z r` a� Qm N0 IW 9 lJ N o W 2 Ln = m tO IW M x oti Q is 0r IQ N O mIY DAIIIIIIIS, HOMICS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: > L.L O Z c LO W o i 4 y U M w 1-1 CL E E d F"-�<0CIO a ® ® _J LV Z:) m P m Model Name / Number: 2265 r Plan Issue Date: Monday, May 17, 2021 / KA PROJECT NUMBER: 21-4886 Sheet: WATER PROOF DETAILS v 5" bath duct to roof cap w/ standard 70 cfm bath fan '� 0 25 SH / _. _.- f—-L-+,--�-- - --— —DBH /. / N 110 16 PRECAST ABDVE 16" PRECAST A OVE 1 CID E _ LANAIN�<"H, BIBS w BED°OOf,1 BEDROOM 4 ATH 3" ` BOWNER'S O �1 O tC�� 0., CLG 3450 SH 8 0 CLG 80 7" ° TEMP T� 26SOS O H4 BW1 v v ` S � 1 O 10x6 lwcd 10 6 1 we �AFP. y ?) 30 o SH W/ A B. (1S `� 2868 ATT.0 MENT 2D5 577 both duct 10x10 rag BREAKFAST H1 � 14x8 1wcd to roof cap U D' D CLG w/ standard 70 2 2068 ox6 2865 45 c�iR cfm bath fan R/sH N `° � 18x18 rag � » R/SH N xl �a = S 5 bath duct to roof capz-206a 8 6,. 18x18 rag f 8x4 1wc 8" 8x4 lwcd w/ standard 720 \ $ 10x10 rag -M 5 W. G. W.1. C. cfm bath fan 200 z�wri cc z'-„' z BED,R,(#O _.3 �� z KITCHEN FAMiL -.#� �� 4` N� -` 1G'-o' CLG ,, Z� R/sH } 75 10x6 1 Cd _ Z 10x6 1wcd m I w 85� „8 G. L 5' w � 0 S BA [H " 4 P .. $.. _ aj'" 8'_D" CLG.f M. LI 10x10 ra 10x10 ra �� / 10x6 1 wcd } N , „g ,. 55 W LU B -o cLc 14 N 24x18 ra we w. � 5 GARDEN Q » TUN"• BEDROOM 2 5—SH ® DROP BO TO 9 0' - 85 6'-0" CLG AT "g 8 0 6" -- 3'-S" D N.I�.N ROOM m YE ' U } / 10'- "CLG 0 10'-0" CLG o _ N wmo4 1wcdx N 42X42 A/C SLAB J S' 1O" CLG m o' GLc d CD L ING ROOM o o� a BY BLDR MIN owe x 50 �0 loxs lwad H4 0 0 VER D HIP TO,10' u _ 2-2668 Via— ... SX 1 WCd s a 70 �i 2' FROM WALL sQa -- �Q BETW ALLS o 13Y1 H4 W.H. VERIFY TYPE 14X8 lwcd W / R/SH aO WITH ELEVATION - 3068 - 868 12' SIDELITEB SH TRANSOM ABV _ Z MET. HLD " M S03 O1'RANABV IV' !' O SEE ELEV. LU ENTRY 4" dryer duct VOA E.9T Too CODE COMPLIANCE to roof cap / DBL zs SH T. L t COUNTY O � Elf LLJ wfdryer vent box SOCC W ATTIC ACCESS LOCATE IN 27MIN 4 1 x36" MIN _ / `\ - \ Q CV S 3 CAR GARAGE 5" bath duct Q Lo 8'—D" CLG to roof cap N Z � .. NOTE TO BUILDER:'MUST PROVIDE UNRESTRICTED W/ Standard 70 Q N \0 0 1 >- 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS — 0 m Transfer ducts/grills sized in compliance cfm bath fan —light FILE COPY with Florida Residential Building' Code-M1602.4 LLJ ' ' • • Z balanced return air. 0 Ms1z EXCEPTIONS 1-3 J Z C) W �S MM HOSE... 2 BIBB M522 16 X 7 OVERHEAD DOOR O 8 X 7 OVERHEAD 'DOOR m LL J (/ / C) AREA CALCULATIONS Ra Ong 1st FLOOR 2277 S.F. TOTAL LIVING (AC) 2277 S.F. GARAGE 617 S.F. :. COVERED ENTRY BASE FLOOR PLAN (BASE) 186SF COVERED. PATIO/LANAI 186 S.F. SCALE: 1/4" V-O" ELEVATIONS „A" & >.Ba 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. TOTAL AREA UNDER ROOF 3256 S.E.