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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: I STRUCTURAL NOTES: I STRUCTURAL DESIGN CRITERIA I INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL L BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH. WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. S. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA FLORIDADA BUILDING 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) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 201E EDITION PA PLYWOOD DESIGN SPECIFICATION E30-16 ALUMINU SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL IS THE I 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) GOVERNINGMUNICIPALAFEDERAL REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES EXTERIOR COVERING MASONRY WALL CONST. R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI) 2. MORTAR. SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS * * FLOOR [-JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: R703,7,1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/15" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF PLASTERING WITH VED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CODE-APPRCONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ' 5. GRADE-40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR REINFORCINGLOADSTO SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 9. TYPICAL FILLED UNIFELLORM 11, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *+* TL MAX 1/2" GENERAL ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION SHINGLE METAL TILE HAW R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R7032 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER. THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. S. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 241745 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: D CmC/C­D, EXTERIOR OR OSB FLOOR SHEATHING: OT&GA- GROUP I PA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. TOP CHORD LL TOP CHORD OL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL(PSF) 37 37 1 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDINGTYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE I-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 {+) 28.5 (+) 26.5 20 (-) 2" 0 34.4 e0 50 (+) 24.8 (+) 24.8 ® O 27.1 (•) 31.1 I g } @0 Y (+) 23.4 (+) 23.4 100 (-) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 +) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES.. 2. "a" = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER S NOT BE USED AS WEATHER RESISTAWE BARRIER UNLESS SPECIFIED.. TOP CHORD DL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED SEE FLOOR PLAN FOR ACTUAL PRESSURES PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING BOTTOM CHORD DL 5 (PSF) IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER SELF -ADHERED 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 WITH AAMA STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 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-PPLED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) TO THE SURFACE OFTHE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. B. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) • UNDER AND ATTHE ENDS OF MASONRY; WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS. AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL HAND RAILS d O 200 PS l F) CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT. ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS; TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUALTO 1 SQ. FT. MORE INFO. FIELD REPAIR NOTES GENERAL NOTES:. ., BUILDER NOTICE: 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. 2, WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. R Is the Intent of Deslgner/Engineer listed In the titleblock of these documents that these documents be accurate, providing Licensed 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. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals claer information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE. TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (J.) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the information found In these documents. Any questions regarding the TO FOOTING). R CONSTRUCTION MAY BE SUBSTITUTED WITH 1 SIMPSON MTSM16 TWIST STRAP W 4 IA"x 2'A" TITENS TO 4: MISSED LINTEL STRAPS FOR MASONRY O / O CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, IOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) MTSM].6 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS O W 4 1 4" x 11 2" SDS SCREWS AND 5 1 4" x 2 1 4" TITENS ONE EACH SIDE OF TRUSS. MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM1 / O / / O / / TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 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 Assurance Ni immediately. No backcharges will be considere for reimbursement b the Des ner E sneer without advanced CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval the Designerthe ter er. NO MORE THAN 10 STRAPS MAY 8E SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In accordance to the terms of the agreemen a MISSED, CONTACT THE EOR FOR SUBSTITUTION. MASTER REVISIONS DATE DESCRIPTION I 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2A/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. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR(CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Drthwest FloridaIIIIIIIIIIIIIIIIIII 3000 GULFBREEZE PARKWAY AGULL. :REEZE FLU 10s-D3S2 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOC ,$�`� 64 FILE COPY Ipn �% Lam* u JUL 7 - 2021 BY- 0-roRRF+r r ���QP�•�P1SE' S rr�r * ; W :W P r"i O (7•.0 A•.• rrjl� I 1��1 � ,S lii d a m tov0 ��g„ 'Dg 0§ 19 s r z w g € IC a �ii � w fN y P3"gg � 103 q=�; a C, 3 iia zr£MS : 8 I D o w W.2G9 y� W�2 m J J c n2 v,3 ZN MC 6 `Cy d a p oA a 2 m m� IC ,�°-'1'�-. NN,M1Y.RJSENG.GIXd ❑ ❑ ❑ Z i7 o Z gg 04 Q a NO a � )y - m Z N w c ,0 - w 0 w � c =m U- NE -� cm�p N 0 M Q N o40 W MAM= tJ^MIV4= FLORIDA CONTRACTORS LICENSE NO,CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: Z (1)X) LLJ 0 k2 U N 3 E `1 m < o N a oo JM(nU) VI Model Name / Number: 2508 ® Plan Issue Date: Tuesday, June 8, 2021 KA PROJECT NUMBER: 21-0157 Sheet: COVER SHEET m GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NM284 FOR FI8ERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER, GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 6 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG, DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10- APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD, 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R4031.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 1 MODIFIED PROCTOR 1 THEFOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVRY CAP. Ibs F1.0 1'-0" X CONT. 1'-0" 2 #5 E.W. BOT, 2000 T2.0 TO' X 2' W 1-0. 3 05 E.W. BOT.. 7200 F2.5 2'E" X 2'-6• 1,4. 3 #6 E.W. GOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #6 E.W. BOT. 15600 F3.5 3'6" X 3'-0" 1'-0" 4 #5 E.W. GOT, 21SOO F4A 4'-0" X4'-0- 1'-0" 5 #5 E.W. GOT. 28000 F4.5. 46' X4'-0• V-4- 6 #5 E.W. BOT. 34500 F5.0 51-0X 51-0' V-4- 6 #5 E.W. GOT. 42500 FB.O 6'-0" X W-0" 1'4". 7 #5 E.W. BOT, 61WD ,LWEND Q - INDICATES SINGLESTORY FOOTING ® - INDICATES TWO-STORY FOOTING .-INDICATES PAD FOOTING n 2 VTR A LAV. 2" VTR J LAV. C/O IL C/0 TUB W.C. SHWR. LAV. D.W. SINK 2" VTR 31, LAV, J� C. TUB ]11 J 4„J „ T JIB 41 1 3, I L.T. TO SAN. LAV, WASH. SEWER W.C. TUE PLUMBING RISER NTS 60,0". 23 12,_2" n 14,-0" 7'�O" 31.8" 4 ■ ■ ---------------- ________i___ _______________________ ____ ______________ ___ ,_____________� ___________. _____ ____________ _________4 N I T CHOSE � F3.O 14' PATIO SLAB ' FM01 BIBB : FM01 3.1 O7 - _TUB/SHWR; ; ; ;. ; ---3------------ .`,•I UI to 3.1 W/S" x 8" THK'N (EDGE ; i W/C; 4'-5" 2. B„ 1 JH-7": , — s -i ---- ---------- I ' I(V:r O -- .' in t JJ LAV 4" STEPDOWN 4 e 1°mW I1 LAV ♦ : ✓ , ' ■ _A I I �/b Qri ' O1 3.1 , ^` � c{ I I , , s o \���� S)NKOP 1 , iA M v , 12• 9" N q•_1 30.4" 8'-7" , 1 r- fro I " I o tro Al , LAV LAV , , I I o FM01 m 4 $ 7'$" I ih 3.1 O ■ ; LAV HVAC ; Q r 11 , ,"__-'_,i. ,'1; FM10 r — - T ' Ir ; ;i i i i 04,I — — — _ _ W/C 3.1 Ir — - 3 — -1 i ' - 1` 011I; Y 1 1 1Zt 1 , II F.G. II 1 I I < " SHWR I IHpI -- � N I _ r l y _1 __ ___ __ - _-_-_-_ ■ 1 PROVIDE CHASE 11 �I �\ W/C FOR HVAC UNIT ISZZS ; SS' ------ -------- F3.0 "---' PRIMARY A/C LOC. °Q -- AS PERMITTED BY LOC. ORDINANCE SSiIL i L IZZZ N , , 0;.1 F I T-0" ; o rr -_- ,' C t SZSZ 311 1 DRYER I TUB/SHWR o, oil( ,n III,` ,11 itttit o -_-� ------- --====J�..., 1 .`iI--- It FM01 1 �- — — L W.H., ; 3.1 b ■ ■ , 4" STEPDOWN a9 3.1 I iN ■ I ■ ■ ■ 4" STEPDOWN ; ■ v F3.0 ' 25'4" 3'-4r '_2. 7•-0" 2'- n 4 qff i0 a to 1 1 a , FM02 IM FMO2 3.1 , ' 3.1 ; , 3._8,- 7%0" 3,$„ zoo l' .J.'SEE NOTE 6 -; w - - — - — - - — - — - — i to _ 9 i - w 1 -1 F2.5 E dteil P OR L9,TANG F2.5 7 FMo3 " LUCIE UNTY i3.1 " 12'-9" q, HOSE i ; 5" 5 w BIBB ; ; 9'-4" 8,$„13-4 1 4 i i f FMO9 FM093.1 31 ------------------ ------------------- ---- ---- ■■ ■■ 10'-4" 14'-4" E Cppv FOUNDATION PLAN SCALE: 114" = 1'-O" ELEVATION TICt1 TORq .`'�,QP GIN S E '•. * �: 0 J�J�J# ®Ifff1 N " oa g I, co S F � IBm`�'v_>� W a �w Q�mLL� a W 103 � o ? w 24R LL 3- al fo- all 0 0 N o „ Z�0 f m § a ` wwv,.FosENG.coN ❑ ❑ ❑ (9 INEW _ o z o Z� �. Q � i a .-i h / Z N W y MFI � w � o V — p wi III,�/ Ln U rlG�fLS U -N s m 4,m ALDAMS BOMBS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LLICIE F Job Information: li F- LU e o y cn � N 3 G N ®L1J � CR _3m V) to CR FT Model Name / Number: 2508 Plan Issue Date: Tuesday, June 8, 2021 F KA PROJECT NUMBER: 21-0157 Sheet: 3 Of: FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 34" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REPMENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION Olt FM32A DETAIL FOR MONO. OPTION. all REINF. OPTIONAL CURB FOR F F_ VARIES GRADE SEE PLAN MASONRY 0 ELEV. 0'-0"— W/ (1)-#5 BAR CONT. _--- z N 2 STORY: 20" X 20" REINF. cwW/ X16.(2) (3) - #5 CONT. PLANREBAR 16"(2) #5SEE BAR BEARING FMO1 SINGLE STORY FTG 1/2"=r-0" FM02 I SECTION @ GARAGE 1/2"=r-0" REINF. SEE PLAN _FY B" (1) #5 REBAR CONT. FM03 I THICKENED EDGE 1/2' 1'-0' (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x.BRG. WALL IF GREATER THAN 24" CONTACT FOR OR �TUMI TT REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR `NT MORE INFORMATION) ���� PAL • RF �ji PROVIDE 13" WIDE e Q S� •'• S �� FRONT WALL ee G� �ci RECESS AT GARAGE e CJ DOOR. EXTEND 6" BEYOND OF GARAGE F.O.M.EACH END, TYP. GAR. FIN. FLR. cc,0. Lu JK P(� O Lli tLl - Q FGOF!.• •�J v ALIGN DRIVE W/ BOTTOM OF -0 (2)#5REBAR 0 9 RECESS & PITCH DRIVE N , 2 STORY: 20" X 20" i T �. 4" CONC. DRIVE W/ 1/2^ EXP 16» W 3 - #5 CONT. 2 ST3 DRY' CONT.^ h'►Sj; JOINTS 10" O.C. TYP. 12) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2"=L-0" FM10 INTERIOR BRIG WALL 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) v Eg W �. m F 79 FOE 8 pQ8 d d EEPLAN YryN�� w Lw ' w agN eW u O 1 T 245 REBAR 8 m W E m J g�r�P IL FM11 STEP DOWN BRIG. 1/2" _ 1,-0,. °z s og qs_ .. N UJ w SEE PLAN —. g '$` WVAa.FDSEN000M ❑ ❑ ❑ OPTIONAL CURB SLOPED GROUT, SEE PLAN 0 � OR MASONRY AT TO DRAIN 4"x 4"x YB" a: ELEV. 0'-0" WITH " CURB o TYP. SEC. 2 O m (1) #5 BAR CONT. (G.C. VERIFY) 20 o - l I z 0 i REINF. 4 z , „• "•i. , , F.F. � � J � • a_ _ � (SEE PLAIN) d - 2 #5 CONIT. INSTALL LINING ` w ;,* -•` w 2 #5 BENT BARS W/ � — n MATERIALS PER � e N N MIN. 25" LAP SPLICE z m in FBC-R P2709.2 MUDDED FLR. 16" W O .� SLOPED TO DRAIN MIN. fCS p ' #5 CONT. .. U — m FM14 SECTION @ RECESS SHOWER s/z"=r-o" FM18 TYP. STEP FTG. DETAIL 1/2"=r'-o' 0 • u —24 E I, ALTERNATE: REINF. W 0 THE REINF. BARS SHALL BE GRADE ai SEE PLAN #5 CONT REINF. _ ^ CONTINUOUS AROUND CORNER. SEE FND. FOR V co � BY COLD BENDING THE BAR WITH - • • C .d s ® d MIN. BAR LAP OF 25" QUANTITY ro �,..�..1.. C4 o #5 X 25" X 25" ¢ iv o m BAR FOR EARHORIZ.ONE a N DA�MSI1 HOMES REBAR, TYP. U.N.O. :... .:;,..; i�Yi®u.n� _ (2) #5 REBAR - 16" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE z sroRv: 20" x 10^ 3000 GULFBREEZE PARKWAY 4 PVC SLEEVE W/(3)-#ScoNT. GULFBREEZE, FLORIDA32563 THRU FOOTING DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 14/2°=r-0 FM23 TYP. FND WgIlffiftq&FOR 1/2"=1--0" PORT ST. LUCIE STEMWALL SCHEDULE MPLIANCE VI Job Information: FOOTING DIMENSION MAX " E COUNTY STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.Cir C HEIGHT (h) d 1 STORY 2 STORY b 1 STORY b 2 STORY IN STEM WALL 13 CC 0'.0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61S" >2%0'-3'-4" 10" 10". 20" 24" W/ (3) #5 BARS 674# 5'4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-O" >4'-0"-.5'4" 16" W/ (5) #5 BARS CONT. 16" 48" 48" 1162# 2'S" #5 18" O.C. TRANSV. Z(DLO SEE FOUNDATION PLAN `� U 4 FOR F.C. SPACING ABOVE M SLAB LEVEL .46• NOTES: F� C � N 3 • 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL RS J MILL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM z_ I"'- U 0 d SPACING STATED IN SCHEDULE O J w Z)r^ W 2 SPACING (O C.) ..-MAX. F.C. �� p 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND J m (n V J o WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND W.W.M. TO BE TIED TO #5 A '�-vERT. F.C. ABV, FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO Tj REBAR PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM Model Name /Number: (11)) ##5 HORIZ. CONT. TIED TO 5 EA VERTICAL REINF. BAR E NOTE 3.IF STEM IS REQ'D TO SE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR 0 STEM #g CONSTRUCTION FOR MORE INFORMATION 2508 WALLS GRFA,TER THAN 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0' " `` " FILLING IS TAKING PLACE (1) #5 HORIZ, CONT.TIED TO " •<o"< : . Plan Issue Date: EA. VERTICAL REINF. B " "° „ .15 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" RN GRACE S" MIN. t V .0 O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" Tuesday, June 8, 2021 TO TOP OF „ "• , 16. h" TALL (TYPICAL ALL CORNERS) KA PROJECT NUMBER:. STRIPFFG: " e"��'- r I,. .c. 6.IFSTEMWALLISWITHINS40"OFPOOLORWATERFEATURE FOUNDATIONS COMPACTED CLEAN FILL - • `• ®. 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 21-0157 IN MAX 12' LIPS m - s �i .. 8: R403.1.4 MINIMUM DEPT14; EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG. W/ QTYOF " MIN. COVER d -SEE NOTE 5 THAN 12 INCHES 1305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF, PER SCHEDULE �Ib ! WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO Sheet: Of, (3 SHOWN) - SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 3 ■ "w■ i 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0^ TALL FMASW STEM WALL SCHEDULE NITS I FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508 x 3 = 7524 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 36,524 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 26,524 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ®100% = 10,000 + 40% OF "A" = (.40 x 26,524) =10,610 +100% OF "B" _ (20,000) -20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS _ 170 200 AMP PANEL PROVIDED INSTALL FAN Eq BOX PREWIR O Ol INSTALL FAN BOX PREWIRE INSTALL FAN W BOX PREWIRE 0 7 WP m GFI r 3 INSTALL FAN - STALL FAN BOX PREWIREBOX PREWIRE l a O WP 4 GFI N 4 INSTALL FAN /BOX PREWIRE 0 I � I I ( — — — - INSTALL FAN I �l BOX PREWIRE \ \ NOTE: , \ \ LOCATION OF METER AND PANEL BOX h_ , TO BE BY BUILDER. IF NO GARAGE SEVICE Y WP GFI \ ' DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION I Ai. \ , GFI------------- ---------- GFI ' IS c_Dg6Q_� FOR D/W FAN I PREWIRE' I -� FOR HOOD I G / �J ' FI,.�� w ( „ I to LLI— .. GFI ----- ------- O , O � , 1 'z2o Ll — - 220 GFl III W.H. E, ELECTRICAL PANEL 0 42' / I �\ , ATTIC ELECTRIC / IF REQ'D BY CODE GFI GFI GFI FOR GARAGE NOTE: ' DOOR OPENER KEEP COACH LITES OUT / I �� -- FOR GARAGE OF BANDING, QUOINS, AND DOOR OPENER •-----------""------- ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION ________________________________________________ FOR TRIM.HOS' FI B BBE IP 42„ COACH COACH LIGHT - -- - --- _ — _ -- - .COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-O" ELEVATION " C" 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" ARE BATHROOM 39' AFF LAUNDRY ROOM 36 AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42'AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH ABARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GEN 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 OFTHE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTIRMAL LEGEND IS SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH ` SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING {1} CEILING MOUNTED FIXTURE n U o—U TRACK LIGHTING T SCOUNCE ( WALL MOUNTED) FIXTURE c CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT U, ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 0 DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER (� RECESSED LIGHTING J F JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR ,RUS %+VLlt C(j MIDI IAIU�[ OPTIONAL OVERHEAD SERVICE VERIFY FlN ws � COUNTY SAME AS UNDERGROUND WITH ELECTRICAL CO C 200 AMP SERVICE ^ � 200 = 2/0 COPPER OR 4/0 ALUM . l� IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUNDFF SERVICE BV # 14 COPPER TO LIGHTS AND OUTLETS POWER COMPANY TYP ELECTRICAL#12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. a' PTH NUOUS b) BONDED TO CONTIFOOTING ST L ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. III - Lz _ o �m�c8 w a `w a�LL aw. o O C.. 0 �3 ?m o C W��m>v m OJ J €en P L Z d a K 6La 2 0 3 N s 2� m f°. 'AS WWW.FDSBQ.COM ❑ ❑ ❑ z o o Z N z a Z ry � m QJ 4' w o o � w :2 c OU-) c m i6 r -9 mm BM..'. +- ' U co r a FLORIDA CONTRACTORS UCENSE NO. CRC13aO146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 z �LO LO O L M \WJ NLO Z •• 8 d -- pJW —jmcn(n ONO �O ® Model Name / Number: 2508 ® Plan Issue Date: Tuesday, June 8, 2021 KA PROJECT NUMBER: 21-0157 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION W' W HEAD HG1 0 a0 ap m FIN- FUR. TOP OF BLOCK W'DOW HEAD HGT — 0 00C FIN_FLR. — 1 I DBL 25 SH g OFFRM VENT UTETEXTURED 23 SH CEMENTITIOUS COATING 2S SH 48' OFF RIDGE VENT 48" OFF RIDGE VENT 0 ME LE -11.E n mi IL IT TOP OF 8LOC W'DOW HEAD HG 0 `� ro io FlN. ftR. RIGHT ELEVATION IIC11 SCALE: 3/16' =1'-0" 6 LITE TEXTURED CEMENTITIOUS COATING 48" Off RIDGE VENT 12 6 Formula = SF / 300 / 2 * 1.44 = net so inchos of venting needed equally for intake and Soffit: product provides f- 4.12 net sq in /sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf OverhangtflStane ' 1.33 ft 5.R. Ar6oio bevgrited{5f)r .. - `s.f. Tpialfi&eded for exhaust for upper 1/3 845 netsginches fbisl ieeded for intake (soffitarea, lower) " 845 net sq inches N0a)Nerbl'OffRidge VGri#Sfr?rYtpperl/3need2d LFsofRldgeVent'eededfcan:beused incombo with ORUJ' Lineal Feet of Soffit needed to meet required Lineal S.F provided by plan `- 48` OFF RAIGE VENT TOP OF BLOCK _ TOP OF BLOC W')OW HEAD HGT o s ED e UTE TEXTURED CEMENTITIOUS COATING FIN. FLR. 25 SH 25 SH - FIN. FLR. TOP OF BLOCK, W'DOW HEAD IGT o OP00 zo 25 SH FIN. FLR. - REAR ELEVATION SCALE: 1/4" =1'-O" @GARAGE RJ u 16" X 30 DECO VENT I LITE TEXTURED CEMENTITIOUS COATING LEFT ELEVATION Incil SCALE 3/1E" REVIEWED FOR 12 CODE COMPLIANCE �s ST. LUCIE COUNTY BOCC N �12" X 22" DECO VENT _ TC RG @ ENTRY PRY ___-- 6" FRIEZE T.O.M. - - (TYP) — — — DBL 26 SH 3068 DOOR WITH (2} 16" TRANSOM ABOVE 12" SIDELITES & 16" TRANSOM- FIXED GLASS ABV son q1 ;0i Wo DBL 25 SH FRONT ELEVATION rlCrl SCALE: 1/4" =1'-O" exhaust m 't0 �P m ' DoLp g 6 h In Do t- .� �+ 9k 7F Sp m �92" o Il� 103Nnc w 1 ONjm Of r "3r .0 Egg la1S 3p &.0 a'F E 91� ryl.. Do m 4 ¢§ 91 U N WWW.FD5ENG.COM ❑ ❑ ❑ z J Z � � o_ ga ED N zN � M W 'O o� W� IL V) C F_ fCS U - C4 e W =p V �" H 000 5 00 � I UDoyo „ 6 N o °a I I4i� i DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. GRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE f Job Information: 1..1.E O z o _ `n w N C.) m > a N 3 E a2 0,7Se 0 m to d C)JLL1=) C o Model Name / Number: 2508 FI Plan Issue Date: Tuesday, June 8, 2021 KA PROJECT NUMBER: 21-0157 Sheet: 5 Of: ELEVATICINS - C 6 20'-0" MAX SEE D_ET. TBD3 20'-0" MAX FOR WIND SPEEDS < 16OMPH * ALTERNATE SPAN RATED 32/18 HEATHING MAY BE USED (32/16 i THE SPAN RATINQ. THE SHEATHING HICKNESS IS 15/32".) IF 15/32" IS SED, THEN THE ALTERNATE BLOCKING i NOT REQUIRED AT HIP SECTIONS NONE 1 X7 BIJ SEEI- LIKAUMU 2 A-4-rlilrl. 2 btt UtIAIL ATING OF DETAIL Boom mill IN IN I mill B G.C. TO PR( BLOCKING " W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" 0 W z \ \a i 0 mono EMCEE ON w OW BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP W-O" O.C. MAX. FOR FIRST (4) BAYS BLOCKING® 16" OWC. 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. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY E EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION HIP ROOF >20TO 45 DEG, AREA ROOF 1 29 2n 2r 1 3 1 3e 3r [4'121-[12'121 HIP .26-62 .36.72 -36.72 .36.72 a=4fl 10 GABLE 1 -28.31 1 -28.31 -45.18 -45,18 1 1 -45.18 1 -58.20 PON ZONES (SHINGLE. ND TILE); I,a 1,a �E' ROOF NAILING SCHEDULEI NAILING ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 1 O ZONE 2e, 2n, 2r. ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD. r ROOF SHEATHING SHINGLE: 216" EXP. 1 (116) or 1E32" EXP. 1 (3 la) (D 0 IJLFa 'a32"EXP.1 (aa16) r NOTE. 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 a&" x 0.1139) NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 'Em", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2111V x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS ' r r 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING e=4ft 1 W O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS GABLE ROOF > 20 TO45 DEG. @ W/ BLOCKING PER NAILING SCHEDULE. [4:121-I12:121 WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM I,(' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ix'. O NAIL AT BASE 2 ROWS 0 e D.C. W/ So COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS O 4"O.C. W/ Ed COMMON NAIL. © NAI L OPENING PERIMETER WI(2)ROWS @4" D.C. WI Ed COMMON NAIL. DO NAIL INTERIOR AT 6.O.C. WI Stl COMMON MAIL O STAGGER ALL VERTICAL JOINTS & MAIL 0 4" O.C. w/ Sd COMMON NAIL OF PLYWOOD SPLICES@HEADER - NAIL SHEATH ING TO HEADER W/ ad COMMON NAILS Q 4" O.C. (2) ROWS W TOP & BOTT. O (2)Rd NAILS @3.O.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. 15132.OSS - EXPOSUREI SHEATHING PROVIDE BLOCKING I II I AS REQUIRED PER SECTION X-X IF NOT FULLHEIGHTSHEET --'_-_-- O FLOOR SYSTEM NOTE: ad NAILS FOR WALL SHEATHING MIST BE MIN .131'X212'. DO NOT OVERDRNE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ix" (2} 2x TOP PLATE BEYOND 15/32" 058 EXPOSURE1 SHEATHING _ ----F _-- ------------------ ,---T II II II II II 11 I IIT IXID 2x BLOCKING rr I IIf I 11 @ALLSHEATHING OZ- rp�� IIIN1I1III1III1IIIII1I1 If IIIIIIIIIIIIIIIIIIIIIIII IiI1II1IItI1II1I II1I1II1II11I EDGES of (SEE SECTION X-X) C D- I OPENING L_-_ L_ Iil X II II a O III (` ___ a_ E IN1 11 7- I111 II 1 II II 11 1 2s STUDS BEYOND. 111 1 I I 1 1111 11 II II SEE PLAN IIII IIII I I I� IIII INI -II II 11 - I 11 II II I g� IIII II I I I I 1111 II II I I R(? IIII IIII I'I I 1111 I 1 I 1111 II II I 1 II II II I IIII I I 1111 II I ❑ I I I I I NI II II 11 - I - ------------ ALLSHBATHIN"G A 2N RIBBON OR SLOCHING Lv BETWEEN FLOOR SYSIE M VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM "S'=NA(L L$\ SPACING 112" -) SINGLE NAIL EDGE SPACING DOUBLE Nam- EDGE SPACING oq LL iw �50t o N u„I Q N 6 y LL LL "RI-2x4 P.T. BASE PLATE BEYOND SEE PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2X4 F2 SPF TURNED VERTICAL W/ 7116' FLITCH PLATE TO WI (2)121 TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI (4) Ad NAILS (2) ad NAILS D 3" O.0 V VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N:T.S. CONNECTORSCHEDULE FOR: ADAMS HOMES, Model 25093CF CRw/TrWy Off liWar 5 TRUSS ID OFAMNG POINT TRUSS ACTUAL CONNECTORIO CONNECTOR UPLIFT DESIGN FASTENERS NOTES :.UPLIFT .'RATING CS-05,E7,E]TEV-E7VC,H7,H37 L/R -298#orless HETAl6/PERTRUSSMFR 1810# (9)10 x1-1/2" B04-3O5,B06C-B08C,BO9 all L/R -603#or less HETAl6/HETAl6 "1810#/OSLO# (9)IOd1-1/2" 0)10 x x 1-12" All-A13,A14C,A15-A16,B12 L/R -:868#arless HETA161HIOA 1810#/1040#- 1O1/ (9)dx l -2" 11a) 1Ba x vI/2°. FOl L/R. -418 Nor less H10A/H10A 1040p/1040p. (18)10dx 1-112" (19)10a x 11/2" A17 L/R 1896# rIn,, (2)HETA16/(2)HTS20 2365#/2620# (20)19d 11/2' 148110d x 1 1/2" Dais L/R 354#or less H25A/HIOA 5659/1040# 1101 ed (10) Bd DOI, D92 L/R +iao MLTI055 H2SA/ H10A/H10A 565p/ 3040#/ 1040# (19)JOd x 1 1/2" (18)10dx11/2. (9)10a x 1 112' ADA, A07G A08C, L/M/R -1164#or less HETA16/HSOA/HETAl6 1810#/1040#/I81D# (19)10d x 1-1/2" - (9)10d x1-1/2" (9)10d x 1-1/2" A01, ADIS L/M/R -1044#or less. HETA16/MT512/HETA26 1810#/ 990#/ 181Oft (14110d x 1-112" (9)aOtl (9)10d 1 112 --PD A10 A01A A02 5, L M R / / ID44# less 5 2 A 0 .HETAl6 MT1 1A / / 1810# 990# 1040# / / 14 10d i l l ( 1 / (18) lOd x 11/2 120) SOd x 1-1/2 AO9C L/M/R -2424# or less (2)HETA16 / (SIMI / 2365#/3279#/2365# (28)l6d SINKERS , (2)HETA16 (20)led x1-1/2' .. 003 CONT. -84Pff rless TOENAIL 330 PIF (1)16d as4"O.0 PTAGED ./$A Pal -P83 CONT. -224#or less PER TRUSS MFR A09CSUPPORT COLUMN CS JOINT #18 -2424 #or less HDUS SD525 SW (14)1/4 21/2 SDS WS&Sp . H"MIN EMBED S/V Epoxy Anchor or ATR 1 2 eAnchor& 8 111 / W d 9 (1 All SUPPORT60WMNQ JOINT pil -1896 por less OTi22 2145q 1/4x1 1/2sos5erews DATE OF TRUSS CUTSHEETS A UFACNRER: PRO8L 19. DATE OF LAYOUT $ 4 2 2D20 TRUSSM N L=LERR RIGHT&M=M1DDlEBEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS SIMPSON- CONNECTOR SCHEDULE MARK TYPE G'ONNECMABFPSTENERS BEEF sw .. A O FRM1E lD MA6GNRY FETAI6W(AIOdzl'IfC OR HETA20W/e)tOdx 1 VT 1410 OR TRUSS BRACIN 0 FRAME TO FRAME H25Aw10)80 NML9 536 @ga FF�PAI.IE° lmwl1lV2AT2 1015 TD40 AND ADDITIONAL © 10A2W11 PLY RU68ES '8D FRAME FRAME PATI LIXATION INCLUOE1rs 12d TOENMB AGO Am ROOF INFORMATION SEE SHEET S-4 © FRIJOHNIASOM BABEIO9)lWNAUSANDN 9ETA.W12 U30 2895 F O FMNETO FRAME I HTS20wl(24)1OdX1U2'oATEXrER1OR LOCATION INCLUDE(9)12dTOPMAL' 1125 1510 FRAME TO FRAME r4 M320 W14MIOdx1 tY&'IAT EXTERKIR LOCAFIGN NCLUDE (6)iid TOENA'L9 2250 L820 © FRNMETG MASONRY HGT4,d(16)10d NAILSAND(2)5B'A.T.R. 'w 12' EMBEIXHENT W SiMP90N'SET EPDXY (HG L A P01L 3-PLY) 10E80 OFRAME TO MAPI MMW(IS)174•x TWWOSCREW9 AND (2) F1rx9' Tar RD ANCHOR BOLTS 34M 4725 OFRAME TO M1L90NRY (1) LGTi WILE) last SINKERS d(7)W.2-IN'T N2 SEE NOTEp9 BELOW 17N 2IX8D 0 MRA90NRYl FRAME VOTE W IAd ENKEAS & 14 (2) VOTE PLY1AU99�))n OR RBI lad gNKERB FOR FRAME `.�.) SEEM 5240,E 4116ON 37A-F Q FRAME TO MASONRY R) LOTS N(24) 114- x 3-wS SCREWS Adq &8'x5'TTEN (2 RY'TRU66)" 4130M 0016F a70-1x 1 68d0.F TRUSS PLAN "C11 SCALE: 1,' 4" - "-a" M -CONNECTOR :CTOR & FA5fENEAS RT1AM(t0)Sd WIDE 1585 1870 616 SB6 8Bs 1020 035 low 1005 tips Sim, 4485 1285 1690 25J0 AM 7020 9790 7100 led SINKERS &(10) 3100M 3100-M JOLTR PLY TRsusm U99) 3900E 452oF WSFOR FRMs I W x211r W8Y5 33SDM 7051 vS WB(2 PLY TRUSS) McDF T/Io-F L2 BEAMTO MASONRY/ NU460Pi XlR:{6w/1611Ltl NA1L9d (12)1/4' x2XVITTEN(TO MASJ DN1M0 DOW ppBW U41135 XD460PTXWfi W(6)iW NUL9fl (12)lWx2XCTAPOg (MO ..) g1625 U91030 (M2011 U"50 FRAME OR(12) 1 M&(6) 1 ad (FOR FLUME) SYRF 9YP-M OR 07) 1Ad d 10) I of (FOR FI9 ) SYPF SYP4, FRAME TO (2) HETAl6 OPT(2) HETA20 19IC0 Iwo (2) HTA160PTR) HTA20 froWGIGd 49) MASONRY 1.PLYw/(1o)19dxl LT'OR �95 2385 1-0LYM(t0)1OR 2-PLYW(11)1M RELY wl i12)18tl I2430 H 18W(S)IW NAHSAND(4)116'W 114' As 1110 HTWMi9W INt9d NALSAND(4) 1/4N1 W4• 1146 ins FRAMETO TAIRMNS WEDO&BOLT MIi9gNRY M FIFFERVI(lBlOd NNLSAND (4) 1INW 114- 865 1110 OR HTWWI(tyNd NUARSNND(1) 14'x1314' 'IAPCON9 yY DGIEBq-i 114s 1225 ©FRAME TO HIM W(9) Mx11W NAILS AND (2) 82YJ• 787 Do MASONRY TITAN ND TO DTTR2 °d TB)IN'xt IIT'S09 WOOD OT TZW(8)IN-x ICKYS1M1VrOOD DOFRAME MASONRY SCREWSAND(1)VTO&IF.R.EPDXIFAW/. 105 2145 SCREWSAND(1)100A.T.R EROx1EDw/ 1510 1035 SIM N"SEE EENOTEM I'80 9 P N N M SM 90 •SET' SEE GTE FRAMETO HireW rel#IIC NMLR AND 1 Bw'@ 1) 45 tel#112' NAxSNJD F HTi W TICS) 1 1 MAsoNRv D wN ONSET ATA(WEBB 4375 6080 518'O A.T.R EPDXIED W SINP60N SET SD05 BEL SEE NOTEM 9EL0 N (SEE MOM MBELO FRAME TO XTN W(18) Had 4 Iff-NAILS AND (1)W0 arr"S W(11) led 4 VT NAILS MID (1) O MASONRY ATR. EPO)GED w/61NPSON SET M40 4235 SAFE AT.R EPDXIED w/SHPSON TET 418R MEE NOTEM &FLOW) SEE NOTEM BELAWI O FRAME TO HIOfl W(24110dx1 lZNMLS IN 910 LUGTI W(23)WA lifeNALS we lm FRAME U O FRAME TO HM9KTRd4F/4xt FW- SEEMED () 760 J80 RTIM "M� 1011112°NAILS & 13N 1386 I5A901NRY BCREWSd(5)1I1"Yt tl4'TAPCON9 (4)IN' %13N"TAPCONB 10 VGTW(I0)i/4WSDSWOODSCREWBB VOFRAME MARDIRY (1IMPSA.1ER.EPDXIEDWSMPSON"911 U65 4940 W 12•MIN EMBEDMENT TO MVGTWW(82)IAs ArmSW00D6CRFWS OFdPS(E W MA90NRY & (2)111 AT.R. EPDXIED W 9IMFSON D170 "as SETvel IT MIN. EMBEDMENT OFRAME TO W/tTT W (15)1Alsar sm WDODSCREWS & HDUKS0825W(10)1/4`121TPBD3 W000 32% 4585 MUGTi5W122)tOd NNL6 $NTT45 w108) 4IBp FRAME SOREW38(1)SRPp AT.R 10d W,ILS&(1)6MHAT.R. OFRAME Y TO 06HIlEwIGml8d%1lQG NAILS& AM Sim811)SN"9AT.R R)XT14SWaKa1sdM1WHAIL8 - am FRAME (1)SGFIA.T.R(SEE NOTE -I (BEE NOTE-) 1, CO4, ECTAL FILL O RTRUS 1. CONNECTALLFLUDRTRUSBESTOINTENOR BEMSNGWOODWALLS/IEAMSw,UN.CONP IL. 2. WJ.TRU TRH99 COPSION �NSORUSPENNIECTE06Y TRUSSMMG USE PiCAN MR,UN.00NPIAN. 3 GC. MAY UEBEDHERSWP90NOON FPCHEIGHT10N9.9BE 4. SINGLE TRU66EB,6CABO FULL 2-W70TRUSE, SaTCAL WOW(4ROLLOUT. VERTMALW®WR)ROWSOF 10tl NAILS STAGGERED. 1Z MIN. ONDEIAGHTSYPd12.34°TOIRUB6 S. FICAMINALISS EMBEDVEM62l CMU BREAM & 30AGGER 6CHDIFERAT Y'2xSC a(M CHO.O. 113IBER 9QE)w'(2)ROWS lad MCFROM END&4'O.G. ORLOCCHCN AS STAGDERED; CEMERAT CONNECTOR LOCATION A6 wLH A9 P0996LE. O.MINMM CON7ECTORUNOONFRPMINp PLAN 1. CONNECTION FOR ALL ROOrIFLWRmass rpo MASONRY WALL61UNTEIV far WALLS LINO ON PLAN 2. CONNECTIONAT24°OR 82.O.C. PENDING VERTICALS FOR ALL FLOORTILUGAIS PARALLEL TO MASONRY WALWSEEMMLTS129Si FORMOREINFO "TM 3. CONNECTION FOR ALL HIP JACK(CORFER JACI970 MASONRY WALL6ACFWALUSUNTELS 4. CONM:CTIMFO&LMWINWUSRMBOAROTOTOPOFMA90NRYATV'O.CMA .(2)ATEACH CORIIFA.GC.TOV IPYLOCATIONOOESNMCQNR1Ciw J[OFA CABLE)LAYGUT 5. CONNECTALL FLOORTRUSSES TO INTERIOR BEARING WOW WALUSEARA I(2)12d TONAIL6 © MINMALCONNECTORUNOONFRAMINGPI.AN 1. CON CMONFORJACI(TW99TOW01]DWAUORBEAM © MINMAL CONNECTOR UNOONrRAMING PLAN ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH1 SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER .INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) SEE [RSH) SCHEDULE THIS SHEET 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES, ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1A.1 - NOTE TO FRAMER - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. �.•• 1 Y /EfILI=wW.1,11;=1, BOCC REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST 0 _ I '--METAL DRIP EDG C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL -ALUM FASCIA SECTION 2x2 #2P.T.MIN. FASTENED 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD 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 CAPACITIE% BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING USTE[) IN THE DESIGN CRITERIA ON COVER PAGE, 2. 2X2 #2 MIN. P.T. W/ iCHANNEL SECURED AT 24"-@:C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0,148"x " AT 16"0.0.) 3. (F) CHANNEL APPLICATION! 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLR- NDETAILS (**)ALUMINUM SOFFITS> 1'-4" BLOCKING REQUIRE[), (***) VINYL SOFFITS> 1'-0" SHALL HAVE FOR SOFFITS <1'-4".MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.21 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1-0" 0 ITO �• a V i n0 �Q FL OF�•'� HU-1 As Nwo a AS LLl.� . w 2 W E 0 ZoEt mo N� Q'S a_N yc e IIIWOWNG O-' J �l W%-a m m d e8 lyI ZN a a G ®EffiB 0 o N 0 eEv z Yfl0a FOSENGODIM D 11 Cl s i Z �o J N Q Z N AA Vl m (� L2 C �E O _ m w f LVI)) c U C Op U 'tj DD 0) n g J1rj allom �I0 n FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: O Isss- % 7F 0 `O n LU 0 cN E G ryy � W Q ®MjL`.N O 00 L VD� sl W )�y v f ♦ Model Name / Number: 2508 V1 Plan Issue Date: Tuesday, June 8, 2021 ♦ KA PROJECT NUMBER: 21-0157 Sheet: 6� Of, ROOF PLAN A LINTEL SCHEDULE UNTELBEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 O"HEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25^ LAP (ACI 530)TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. [TOP FILLED CELL: FILL BILK. CELLS WITH 30M P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEEPLAN AND FLOOR PLAN. FOUNDATION PLANMIN. LAP 25" (ACI 530) FOR MORE INFO "—`"- OF SLAB t MS021 TYPICAL SHEAR WALL SECTION N.T.S. SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL - SEE LINTEL SHEET FOR SIZE OF LINTEL) AS NEEDED FPR TRANSOM H rIOHT "':.,• 'rM1M1' M1"....• . '"!s."c"• TRANSOM OPENING `,, \\� "1•z,FRAME INFlLL `•� AROUND WINDOW `. f BY BUILDER SEE `. WF01 FOR MORE INFO (2) 2X8 WOOD HEADER i •� r TURNED SIDEWAY ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON 14US26 HANGER @ EA. END. USING (6) 3l16" DIA. X13/4" TAPCONS INTO MASONRY & (4)10d X 1,1/2" NAILS INTO HEADER, THEN APPLYTHE 2ND PLYTO THE IST PLY W/IOd STAGGERED @ 6" O.C. - OPENING - MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM SIMPSON SP21S TOP AND BOT. W/ 12 101 NAME (lb EACH STUD 2 x 4 SPF AT 16" O.C. TYP. TIE BEAM W/3000 - P.S.I. CONIC. W/1 #5 REBAR CONT.; SIMPSON SP4 wAO) -10d X 11/2 USP LSFA30 SPB OR SP8 FOR 2x6 AND 2x8 WALLS W/ 22/1pp NAILS IL A J" DOUBLE 2x TOP PLATE SEE PLAN FOR HEADER TRANSOM � > REFERENCE DETAIL I I STANDARD HOOKS SEE WF02 IF RADIUS I I I MS05 FOR MORE INFO / OPENING REQUIRED 1 I I S TYP. FILLED CELL W/3000 I I I I. F.B.I. CONC. TRANSOM OPENING I I 1 W/1 #5 REBAR VERT ARCHED OR FLAT III INTERIOR BEARING WALL 2x 4SPF AT 1r2-2x4 SPF I I INTERIOR SHEARWALL 16 O.0 / SILL PLATE I I EXTERIOR FRAME WALL 1 1 _ 71 -Y/ 4 ` 8" WWI"C.M.U. _I_f I I I 2X8 P.T. W/ " TAPCONS @ 6. O.0 I I I 2"x #2 SYP/SPF P.T. W/ IN MASONRY OR SOd I I (3) 1/2- X 8" "1" BOLTS OR NAILS @ 6' O.C. IN (3) 1/2' X 6" EXPANSION WOOD. HRC-CAST RL�ESS ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/B" HILT] TIX-DNI NAILS SIMPSON SPt W/ 8}10d NAILS @ BUT 2x BASE PLATE SEE AND USP SPT24 W/ PLAN FOR MORE INFO 12-10d NAILS @ SILL h DOOR OPENING MS03 FRAME (EXT/BRG/SH R) WALL TO AxAanraoV nn AIAICnTInN1 nCTAII N.T.S. WF08 LINTELS AT ENTRY DOOR w/TRANSOM #S REINF. 20" MIN LAP BAR q Oil *4 REINFORCING l BAR #3 & 44 LAP RPIJCE " 25" MIN. LAP #S STD. 90° HOOK 05 13AR #5 I AP SPI ICE SCALE:1"=1'-O" .r 36' MIN LAP #6 REINFORCING BAR * GRAnI F 4D U N.0.1 #8 1 AP cP1I MSO51 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I A ACHMENTREQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1!4" X 2N" 12' O.C. 1. 2 x 6 1/4" X 2314" 12' O.C. 2 2x8 1/4"X2AA" 12* O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST i rn iLINTEL i a i (2) 2X P.T. I h ' > ' 13UCKS W/ IF BETWEEN FASTEN pT 2 NAILER TO MASONRY IF DOUBLE 2X NAILER 15 USED, 1 USE 1/4"X 4 1./2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. 2-2x4 SPF TOP PLATE F.C. EACH SIDE SEE PLAN LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM 17'-4" 950 PLF 172 PLF 404 PLF 78 PLF 861 M NB/1T n MUM ® 9'-4" 1843 PLF 200 PLF 1133 PLF 50 PLF 8F16 -1B/1T 116" MINIMUM 7'-6" 2661 PLF 921 PLF 1634 PLF 552 PLF 8F16 -113/1T ® 7'-6" 2661PLF 1349 PLF 1634 PLF 400 PLF 8F16 -1B/1T 0 4'-6" 6112 PLF 172 PLF 2724 PLF 78 PLF 81`16 -113/1T ® 12'-0" 1254 PLF 190 PLF 559 PLF 133 PLF 8F16 -1B/1T 4'-611 6113 PLF 1796 PLF 2724 PLF 421 PLF 8F16 -1B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: N.T.S.CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE O PRODUCTS.) O O SIMPSON LSIA30 W/11-10d TO PLATE & 11-10d TO COLUMN SIMPSON A34 W/ (8)-8d X L 1/2 NAILS @ TOP & BOTTOM OF HEADER 4X4 MIN. OR BUILT-UP COLUMN EA 2X4 NAILED w/10d 0 V O.C. 'SIMPSON MSTAM36 MAY BE USED W/ (8)1/4"X2 1/4" Tn ENS & 10-10d NABS. P.T.SILL PLATE W/ hh'x8' ANCHOR BOLT @ 32" O.C. @ BASE PLATE DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM SIMPSON A34 W/ (8) Ed X 1 1/2 NAILS OPTIONAL FRAMING TO BE 2X4 SPF UNLESS OTHERWISE NOTED. N.T.S. FGA NO ELEVATION "C" 9 RGLR AT TOP MR N REO'D P� c�EA,z } °Rex 9 RKMAR AT Ia°Tr°M i C OF DNTR. CAVITY 9471011 RENFORCNG TWO-ACTWY. P V CGD N LINTE- NARIes) e' Nwnnx weal TYF-E DESIGNATION F"FIJI )WITH 64201T I 1""UED MUANBT1' Of %REBAR AT porroM °F �rt+T#t cAvrrr SFllo-1B/IT TIOMIN4llll L.. QUAHTT'OF9 NGMNA%ImaHT C ATTQ' MATERIALS 1. PC precast lintels = 3500 pal- 2 fc prestressed lintels = 6000 pal. 3. fo grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry, units (CMU) per ASTM C80 w/ minimum net area cumpmseive strength = 1.900 psi. 5. Raba provided In precast lintel par ASTM A615 GR60. S. Field rebar per ASTM AW 5 GR40 a GR60. Prestressing strand Par ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled 11muls as required. 3. Installation of lintel must Comply with the architectural and/or struchlrel drawings. 4. Llntele are Manufactured with &1/2" long notChes at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 1T-4" and longer with a nominal height of 8" most or exceed L/180, 6. Bottom Reid added rebar to be located at the bottom of the lintel cavity. 7. 7/32' diameter wiro stirups are, welded to the bosom steel for "Chamber anchorage. 8. Cast -in -place concrete may be provided in composite [Intel In lieu of cone ate masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 J O.Llrael min. depths are called out on lintel plan. t contractor installs a deeper Ibrtel than 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 FAR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing length is less than 64/2". Sete loads for all recessed lintels 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 an grade 40 or grade 60 field rebar. S. Addidonal lateral Toed cepaolty Can be obtained by the designer by providing addlonal reinforced masonry above the Precast lintel 6. Coe #7 railer may be substituted for two #5 rebas in 8" lintels only. T. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at "my from the face of support, S. For oomposde Ilntel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds Per linear feet. O REVIEWED FOR CODE COMPLIANC' ST. LUCIE COUNT" BOCC PRECAST "U" LINTEL W/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R d STD. 90 HOOK ANCHORS i� 1� HOOK (TYP.)-► L COPY • lY g REBAR ON BOTH SIDES Si, 90 DEGREE y ANGLE 3000 P.S.I. OF OPENING U.N.O. CONC. W/1 #5 DI TYP. BOND BEAM REBAR 8' z 8" z 16" K.O. PROVIDE KNOCK -OUT LINTEL BACK . BLOCK FOR FIRST FILL W/31=P.S.I. ' COMPLETE CMU COURSE CONIC. W/1 #5 DIA. • BELOW SILL &FILL SOLID REBAR :. W! (1) #S BAR FOR ALL ' WINDOW OPENINGS 6'T6" AND LARGE INDICATES FILLED CELL FROM FIG. TO CMU U.N.O. BEAM WffH 1 tl6 BAR MIN. TYP. DOWEL 25' MIN. LAP (Aq 530) c SEE NDATION PLAN SEE FOUNDATION PLAN FOR LODATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. FLOP r�®"J S S I ON A c 1"111111F1Ci p y NIp■ MI R 3 P� p�s'_� Q§""rn ti ii tl N ph O 'fli13 u, Om Zt ii of 2 T Y g3a 65A -a3 R 1.1 W L c0 m ZN m� d � d L. z F_0 F°. $ 'A VNM'.R13ENG,COM Z a Z Z C4 _- � try h a _ w Z � QJ C O .Cre. Q — w `L ITA rr: (n cm Alr ' {{5 U o �I a CNI r DAMS HOMR ' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 1� O Z C L j' w U M N K r 3 E z C14 R• N �NeQm�TL Q ,J LLJ ZD N o _I m U) (/) w VT Model Name / Number: 2508 VI Plan Issue Date: Tuesday, June 8, 2021 KA PROJECT NUMBER: as-0157 Sheet: seel ■ Of: LINTEL FLAN 1/2" DRYWALL CONNECT ALL 2x STUDS TO TOP PLATE WITH (4) 16d TOENAILS 1/2" DRYWALL OPTION: MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d MAILS AT 8" O.C. VINYL FRAMED WINDOW W/ SCREEN - (G.0 TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE; 44" MAX. SILL HOT. ON ALL BEDROOM WINDOWS. 1/2" DRYWALL C C R-13 INSULATION AT EXTERIOR C WOOD FRAME WALL PER FBC C AND ENERGY FORM SUBMITTED — WITH PERMIT APPLICATION G WOOD BASE—� C SEE FOUNDATION PLAN FOR SLAB INFORMATION CLEAN COMPACTED - FILL (5) 1/2" DIA. x 8" "J" BOLTS FILLED CELL W/ 45 VERTICAL 2"x6" P.T. WOOD JAMB —ll 2x6 #2 SYP P.T. O W/ (2)''Wx5" WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 112" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. 1/2" X 8" A.B. W/2"- WASHERS SET IN TYP. FILLED CELL MIN. 5 PER JAMB. CONT. P.T. 42 — WOOD SYP 2" X 6" TRIM DOOR AND CONNECTION PER -- GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL 0 SECTIONAL OVERHEAD DOOR 0 v GARAGE SLAB Y VIS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. SIMPSON HETA 16 EACH END SEE FLOOR PLAN FOR BEAM SPEC. NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE ',D21 ENTRY CMU COLUMN/BEAM N.TS BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OR WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD ROOF SHEATHING- SEE SCHEDULE - FIBERGLASS SHINGLES OR TRUSSES @ 24 O.C. ERSHI - ON FRAMING SHT. FOR TILE ROOF (PER ELEVATION) ; SHTG & FASTENERS. OVER APPOVED UNDERIAYMENT : I : PER FBCR 905.1.1 OVER APA t TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING - SEE SCHEDULE- SEE PLAN FOR_ (RSHI - ON FRAMING SHT. FOR _ _ — _ SHT'G & FASTENERS — BRG. HT. 1/2" DRYWALL TRUSS ANCHOR (SEE PLAN) FELT PAPER OR ETAL DRIP EDGE TO BE INSTALLED ON OUTSIDE FACE y TRUSS PLATE 3/4" P.T. NAILER ' 2X SUBFASCIA (TYPFRAME FOR BUILT-UP ; ERS min (3) 2x4 OR CORNERS — — _— 1/2" DRYWALL SOFFIT. SEE ARCH. 44 w/ 2x4 POST UNDER EA -*-METAL DRIP EDGE pLANS 2 X d P.T. PLATE END OF SUPPORTING BEAM. CURTAIN NAILER -� r a x a x 16 K.D. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" 1 x 4 P.T. @ WINDOWS A LINTEL BLOCK O.C. 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. „ O.H_ W/ (1) #5 DUI. REBAR & AND LATH WITH FINISH SOFFIT. SEE ARCH. " " SEE ELEV, 3000 PSI CONCRETE (TYP.) ALL SIDES / i \ \ (TYP.) FRAME FOR COR- PRECAST °U" LINTEL " OO \QO NERS FOR NON LOAD PLANS SEE SCHEDULE °;° v; o:�, BEARING SIDES NAILED \ SEE PLAN FOR HEADER SIZE u w/ 16d NAILS @ 8" O,C. V Qo Qa u \ J 1S132" OSB EXPOSURE 1 ON 1/2" x 8" _-BOLTS \ \ (MCOURSE HIGH A.F.F. O.H. EXT, WALL W/ ALL EDGES BLOCKED. f (1) CENTERED EA. CMUU BASE FILLED C ONC SEE ELEV. SEET813 FOR NAIL ATTACHMENT. SIDE W/2" WASHERS \ i W/ (4) VERTICAL RENF W// (OPTION) STAPLE: 16 GA. 1 314" r (TYP,) STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #S DIA. HOOKS INTO FTG & AT TOP ALL BEDROOM WINDOWS. N REBAR PLAN Al—A1 OF COLUMN ALL CO L LOCATIONS " SHOWN ON FOUNDATION u &FLOOR PLANS CEMENTIDOUS DECORATIVE J FINISH 718" THICK PER ASTM C-926-98A 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION), SEE TB13 ON SHEEF6 FOR NAILING INFORMATION FOR WALL SHEATHING. P.T. 2X #2 SYP. BASE PLATE w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD OF SLAB 00 GRADE _TOP SEE FOUNDATION PLAN FOR FTG REQUIREMENTS NS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-' n WINDOW STOOL PER SPECS n PAPER BACKED FOIL R-4.1 u INSULATION AT CMU BLOCK WALL " PER FBC AND ENERGY FORM V SUBMITTED WITH PERMIT APPLICATION 1 x 2 PFURRING 1 x 4 P.T.T BASE NAILER WOOD BASE SEE FOUNDATION PLAN FOR SLAB INFORMATION , I ' SEE PLAN FOR - RE -BAR QUANTITIES VINYL FRAMED WINDOW W/SCREEN PRECAST CONC SILL ' EXTERIOR FINISH - N\DE^ v \ N N (SEE ELEVATIONS) FIG. DOWEL #5 DIA. REBAR 1T' IN CONCRETE - 25" EXTEND (Ad 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN TOP OF SLAB W SEE FOUNDATION PLAN WS01 I TYPICAL WALL SECTION — 81, CMU 3/4" = 1'-0" SIMPSON LSTA30 w/11-10d TO BEAM & TO FRAME BELOW SEE FLOOR PLAN FOR BEAM SPEC. SIMPSON HETA20 Al ° Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER POST EACH END OF BEAM NOTE: 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE INSTALLED ON INSIDE OF COLUMN. DO NOT BENDtI STRAPS UNDER PLATE. o ° •&Cv VC11r 1'''�ga v o PLACE STRAPS IN FILL CELLS w/#5 REBAR ;: u ° (TYP.)4 COURSE HIGH CMU BASE FILLED W/ CONC - SEE PLAN FOR SIZE. TOP OF COLUMN BASE - 2'-0" AFF NOTE. DETAIL OD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL -UNLESS NOTED OTHERWISE CD22 I ENTRY CMU COLUMN BASE w/ FRAME ABOVE77F�7771 REVIEWED FOR CODE COMPLIA11" ST. LUCIE " BOA e�oNeule/q� O TORS`° v " r a . NO a1 I.P 4c OF s .p••, S� p � - 104�Pe ' ' /111 Rie39 a g m p_ g 8 T 6pl 0 a 0 c' n CO co E I?P U8 bN LL LL ,L $�8w m B�E� 0.'.29� ti m�m�o w w a lu13 �j�„� d w- N 3 nit 3 0 3 E'%4d , 3m Z c %En o �^ p .. W WW1W.F03ENG.CAM U J N ❑ El El U Z — o V/ z � NN J N `� n rr Z N W � O U w � Or cM uoa t�lS = � J m f6 O ENE [ r W = O N U allo am' ; A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: NO O c If) w U M L w N c0 3 a)� i CN m In m 'a 0 J LLI � � 00 o LL J m W W Model Name / Number: 2508 rPlan Issue Date: Tuesday, June 8, 2021 KA PROJECT NUMBER: 21-0157 Sheet: � Of: TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM W/(1) 45 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW .MIN 2x4 BLKNG AROUND CURVE. MIN. 2 TTfEN ANCHORS TO 2x8 SIMPSON AND @ EACH @ 16" SP2 TOP BOTTOM. TYP. 2X CRIPPLES (3) 16d COMMON O.C. NAILS(TYP) STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) I ICI \ r. FRAME OUT TO I i BLOCK EDGE � \ LINTEL PLAN) LE ji ��HEADER PERT EXTERIOR SHEATHING LOCATION ATTACHED PER NAILING 7/16" O.S.B. 2x8 W/ (3) 12d TB13 ONSHEET A. SIDE TOENAILS EACH END ', ®SCHEDULE 6 STUD ANCHORING: 7/16" OSB W/ 6d STUD TO TOP PLATE: OSB W/ 6d NAILS @ 16" O.C. INSULATION AT EXTERIOR SIMPSON SP4 2 X 4 #2 SPF KNEEWALL WITH/16" 2X BLK'G. NAILS 16" O.C. HEADER TO SIDE &TOP NAILER WOOD FRAME WALL PER FBC STUDS @ 16" O.C. W/ TOO.S.B. SIDE & TOP NAILER (SEE PLAN) ® ® AND ENERGY FORM SUBMITTEDTO STRUCTURAL SHEATHING ON W/2-8d 2x W/ (3) 12d WITH PERMIT APPLICATION2 X 4 SPF [-ANCHOR BOTH SIDE FROM TOP OF WALL EA. END TOENAILS EACH (WHEN EXTERIOR WALL ISAT 16" O.C. TO BOTTOM OF BEAM, ATTACHED 2x4 SPF CONTINUOUS 7/16" O.S.B. END TYP. EXPOSED TO INTERIOR SPACE) PER NAILING SCHEDULE. EDGE VIEW ATTACHEDTO EA. SIDE 2 X 4 P.T.BLOCKING STUD TO BOT PLATE: 7/16" OSB W/ (2) 8d 2x4 SPF CONTINUOUS SP4 NAILS.SEE DETAIL ABOVE 2X BLK'G. TO O.S.B. BLOCKING ATTACHEDSIMPSON W/ 2 -8d EA. END TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVELINTEL 2x BUCKS SEE MS11 F_DGE VIEW NOTE: HOLD FRAMING 1/2'• BOLT FOR MORE INFO 7'-0" MAX BACK FROM FACE OF BLOCK @ 32" O.C. WINDOW OR DOOR OPN'G FOR SHEATING TO BE FLUSH WITH BLOCK FACE Ell B" CMU WALL WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING U lu IR 1" 14fr" 14. (2) 2 x 4 LAMINATIONS W/(1.) (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d ROW OF STAGGERED 10d COMMON WIRE NAILS COMMON WIRE MILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D = 0.144", L= 3") OR CQUAL (D - 0.162", Lr 31/2") OR EQUAL (0 = 0.162", L= 31/2") OR EQUAL NOTE1SIACENT NAILS ARE DRIVEN MOM 3) FOR 4-PLY, PROVIDE L/4"DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTHE LA3T LAMINATION. ADDITONALINFO. WF37 I TYPICAL COLUMNS DETAILS N.Ts FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D.] N.T.S. I I 1 WF02 I DETAIL @ ARCH WINDOW FRAMING SEE GE05 FOR n STANDARD GABLE END FRAMING T• I �� I ` � +I F= I+ +I 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING N.T.S. STRUCTURAL SHEATHING 7/16" MIN. MAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM 3E15 I FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING ><7/16" 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. W/ 2 Sd EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED SP4 AT (3) 16d SEE PLAN COMMON FOR WLL �24" O.C. NAILS(TYI HGT. CMU— lfk II MGM M�I� i pool r ,.. •�••• /rij � 16" O.�. TO SIDE TOP NAII EfII EACH ' ©ATTACHED _• I x • • ! TO . • :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• ROUND/ SQUARE., . BOX � •D EACH END WINDOW OR DOOR OPN'G i CMU 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) 48+ M7N 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ UBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE W/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. A8>ry77N TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAL S (2) ON EA. SIDE TYP. TOE NAMES MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE Wj 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD NF17 I TOP PLATE SPLICE DETAIL 3/4"=1'- * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. REQF AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1) (2) 1 (2) >4' BUT <9' (2) I (3) (2) (2) 10'-011- 16` 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (Z) LSTA 30 BEAM S[ZE 2X CRIPPLES @ 16" O.C. SEE SCHEDULE W/ SIMPSON SP2 TYP. TOP AND BOTTOM 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH , @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 STRAP S.Y.P. HEADER W/ 1/2" FLITCH PLATE 10d NAILS p HEADER. (U.N.O.) 8" O/C TYP. FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HT74 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. Op F4'TiyG OR 8 1/2" AT GARAGE STEP DOWN * do HOLD DOWN CONNECTIONS P.T. DOT. PLATE NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT NF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4"=1' SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PER MIT APPLICATION vi�'--BUILDER (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SEE PLAN FOR BEAM SIZE FRAME " " II II , RADIUS AS REQUIRED II II , Y � I 1 I 1 I ' i 1 2x BUILD -OUT BEYOND NF38 I KNEEWALL @ ENTRY FRONT WALL N.T.S. WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. REVIEWED FOR CODE CO ST. LUCIF. BOI' <°°`p7Cj rTOR ii dxe, . ,nT •••`ry5E F Ado 61 x R rLOjK\ w d as .'aei519A1L,�e4 � m N I O F a ILO u B r•I 00 r qgC1131 Y ti 00 mF 00 r e G$N.i J J J �ggagc Em"},Bmm�S a a Lo za .ma ZxY LL t. �fi�WrPi'm�q ¢ eo w V)8eez �d 0 r' 'a ° �YNA FDSENG.COM z m 0 0 Z N o Of a N Of Z tPl VI m 0 m — m Q)'O w � f V) Ln = m Y((Z J m U ENE r = o0N iJ Nov ,� p Nam 8'm h" DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: I� O z L_Un Un W O " ` m \ / O m = m ai M W O N 0 0JLL1Z N ,a♦ �/ J Model Name / Number: 2508 V1 Plan Issue Date: Tuesday, June 8, 2021 VI KA PROJECT NUMBER: 21-0157 Sheet: 3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 1 TRANSOM DETAIL AT ENTRY 1/2"=1'-O" 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 450 MINIMUM 2"x4" CROSS BRACING y •;,, (SEE PLAN FOR , -' , l LOCATION) BLOCKING _ ' , (3) 12d I PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X•BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP W/ (3) 12d @ EACH TRUSS WEB - T11301 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL 0 TTTOF? b S i •••• PROVIDE 2X4 MIN. BLOCKING AT \ CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D W NAILS EACH END TO TRUSS TOP C CHORD q TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING DIDII11D11 '. WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP T A TRUCTURAL ------- PACE N �.. G.T. SHEATHING .. ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 H. TOP CHORD WHEN REQ'0 NAIL TO TOP CHORD TO PREVENT SHEATHING ACK OF HIPPED TRUSS W/ SPAN FROM EXCEEDING HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ti o ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4' SPF OR SHEATHING SEE *SPACED AT 10'-0" MAX SYP TRUSS BRACING m ti m 1- �' W ti 00 PLAN u� 00 r gc�' Q 6- R! a 4F N.y J J J Lo 1 DC]s§m 2X46LOCKING� fam � � W 8 � �OUZmo� w a BETWEEN TRUSSES HIP TRUSS 8 � m c W Uj a LLsg tl��H� a rr 3 _ �..A-0 Aso 3 gNg W i mm C O J TB03 HIP /RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. ^-B'r U J Vl F - 4NWLfDSENG.COM Z � 8 z o aY (D TRUSS NOTES' J � h Tom 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT a — M BRACING SHALL THEREFORE IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED Un 0, TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY r^' , I' CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT ' /� N i--• w \w�V EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. V 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. N V 72 LATERAL BRACING SPECIFIED 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING AVE NOT w O cy 11�1 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. In c0 iCO '' m SEE TYP. TRUSS BLOCKING DETAILS w t O k#6L SHEATHING 3 TO 4 TRUSS x4 AS SHOWN C co O Y • TRUSS SPACES DIRE CTION Q N 09 �,I�. Q'.Ir �` RUB DAMS HOMES VERTICAL SCAB 2X6 *2 SPF 48" D.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUBS (2)-1 NAILS Cj.ION TO EA TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF (4) SOD B REQUIRED @RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN GUBLE TOP DOUBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG.TRUSS SECTION B-B VARIES w ROOF SLOPE • PORT ST. LUCIE 2x STUD WALL SEE PLAN .•� /. Job Information: CONV. FRAMED RIDGE \ \ / \ 2X4 SPF BLOCKING MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 SPF 4W O.C. W/ 14) 12d (4)12d WHEN R LANDS4EN \ \ BETWEEN TRUSSES / / REVIEWED NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILETOP & BOTTOM OR H5 OR \ \ @ 48' O.C. MAX. \ / �'e COD �. SIDE W/ (3) 12d NAHCLR/LL IN PLACE OF (4) 12d B REQUIRED w/ (2) MREQUIRED @ RAFTERS GREATER THAN 8'4" \ / SPF BRACE ST. 2x4 \ \ / LI @ 48" O.C. � NAIL w/(4) \ COLLAR TIE \ 12d AT EACH END & EVERY 3r0 \ \ ALTERNATE DIRECTION 0 SHEATHIN RAFTER2X4 BLOCKING BEIVJEENCB BEVEL CUTSTRUSSES (OPTIONAL) i N0 W/ (2) 12d NAILS EACH END. CONT. EACH BAY / /' TRUSSES O LO OT B 2X4 SPF W/ (2) 07X3.1/2" DB WOOD SCREW EACH TRUSS / / SEE PLAN Uj ++ ALTERNATINGOR HS @ 48" O.C. / / }N, 4= M BLOCKING PRE-ENG. TRUSS \ / / > (00 N 3 M U CONT. ROOFSHEATHING ATTRUSSTOP STRUCTURALSHE4THING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / 41 d SEE PLAN FOR CONNECTION SIMPSON A34 OR J W Z) CON B (USP MP4) @ \ \ / / m 00 w 2X4 P.T. BLOCKING BETWEEN DIAGONAL yyOpD 2X8 42 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS @ AT 8'Q' 2'-0" ON CENTER / 2X4 SPF BLOCKING Model Name / Number: TRUSS EACH END MAX. 2z8 RAFTERS @ 2'-0"O.C. \ A/ BETWEEN TRUSSES Y MAX. W/ 13) 12d COMMON @ 24" O.C. MAX.W/ / \ TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS SPANS AN / \ . END (TYP.) \ (3 )12d EA. 2508 51 D (SEE PLANS FOR TYPE) 4 Fr @ 7-0 OFCRMAX W / (3 CDNC. MASONRY SEE PLAN Plan Issue Date: COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT 1/2" SPACE Tuesday, June s, 2ozi TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING VI KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 21-0157 2x4 S.Y.P. @ 16" O.C. Sheet: SA Of: TS06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS L THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma^Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record Concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T, BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" CIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF J. 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE 'CAI 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE All 6" 3„ o. 3" 3" 3" 3h, 3" III - _ - III E r i I 3" 3w „ 3" 6 6' 6" 6" DOUBLE DOOR W/ SIDELITES 7A /E w 6' ;PACE :VENLY i" E SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB t J DO — z I°,IIooII° 1 v a d of ® z 1 ' r 16" MIN. DIAMETER CONCRETE FOOTING Orr PACE VENLY 38" a- au a a 81 . SEA Ni L NAIL SHINGLES W/ 11 OR 12 GAUGE ROORNG - - NAILS. 3/6" MIN HE40S.6 PER SHINGLE. So°10.", r :yy� �c0o:1_1 �__,,A, �,."ma" _ 7" — s to use In 5thDuw 09%ea about 1/1" t olyp edge Is uaetl, or about 3/4° it no dnp edge Ia used. -------------- SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT PUm ALL LEVEL VALLEY TEKEURED, PAINTEDLANDEXTENINGBEHIND IHINO LOCATIONS EXTER. WALL FINISHA MINIMUM OF 6^ ABOVE 6' X 6• H GALY. 'an a nCAL RIGS OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL MI-j<�ENT11Y PLASTER 3T SEALANT ROOFSHINrLe ' /.. FLASHING DETAILS v 6' NORIZ. NOTE! THIS DETAIL IS REQUIRED I AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW •" ' AND/OR SGD FRAME MIN.) GLUE STRIP " w/ ADHESIVESEALANT & SCREW w/ 3/16" '''�• x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS Y—WINDOW 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRUTHE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16"C.C.1/8" SHIM SPACE EXT. FINISHDRIP EDGE 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 DRIP tons. IP EDeL AI OFS. OVERT n) SAVE on Ma4mwrPaeMfyr SP,:elle, ( Well Framing; (limbs, Neal a1 911j #2$1. /nine/P0 4" ;.. 9" a" a" 6" 9" Or P7 all 511hcme — - 5arcw Mnrmum Penetration Gtaeng Bead 1-318" Cross Section View MMmWn % Ila Slil<one variation /n codes and building types, it Is left up to the end user to determine the properlpsraighNOn of these RML LEAN; THE. Bull WRAP ON] Eim a InStailirg VOW window, the bubble wrap may be peeled back lot inspecom, lax please ro4ft ew.wn PMW the cocks from scratches and OW damage Until 04stnldWn 6000*60. Slept Measwetobewetneo"rig!s3/Wtot/2"Mrgerthan Mewindow9mbOvattltyandlgdmntally. * you may wish to pre-Nhil the installation holes In the fin at this fil Dyin Navy me AV lturched hoyla; in McLm lac as bw "nor SR 2 Apply a gerem s bead of sdicme to the backside of the mounting fin. Use egu9h secme to suflkie,*fill all voids between the fin and the wall stisething, step hmsthm window Imo the Doering horn the outside. The window is labeled Inside and 'out9de", but t these lobes have been removed, the poem bead should always be to the Inside of the building. Step 4 Instal shills wrier the sill, adjusting them until the List IS piumb in the opening. Shims shmN1 be installed under the sill a ory 2 feet. The wmtbw shod" be basically confused in the opening with W come than 1 T gap between the window and wail flooding. Steel 5 haad e#10: 1-1jr screw 4" hem the comer ofthe fin at each end of the bead, shii and bah jambe, RV 6. Instag to remaining lastaless in Wincremerns fell the comer sclews to the canter of each(rame member. Usecarenotmoyer- tightenthe schemes and PAlthem through the fill. Also, make See the svews go in sbaght and do hot am Iffy from to bow. Watha ming shadd be a menlmumof #1 Spruce/PheiNr. Fasteners should be #10 allows of sulRdent th to achieve 1.319' tier Into the war and no ttan 112" most afiffie offraming. Fastener Watdities needed In each side of hams, to actkve S" ten9th of CYurw Member 10" 38" 26" 3i" 42" so" s0" 66" 7,r Ox" 90" 91 Nhanbe of FaSefyrs 1 3. 4 6 6 7 0 9 10 11 12 1' Sep? Remce exceassikonesquesclecur fromamund tfyenand Irspect for holesa weds. Use stokers to fill my odds. Step 8 If desired, a foam insulation on be applied m the ire dor gap between the window and wall framing. If applied, Mirmusrbe the NON EXPANDING FYPE FOAM. Sep 9 Snm tree windows are typically used in morns well high mdstwe, Is, bathrooms it is recommended dot the Interior gap between the window and wall framing also be sealed with spkpre and tooled so as not to Interfere with the instal of walloord, Ilea trim. Step 10 Once all construction Is complete, remove the bubble whip from the inside and o tade of the window. If necesumy, dean the books with a mild detergent and vmrm water using asoh 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 Pressures Method Roofing: DARE IKO Industs, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING 1st Choice COUNTY APP. rueamNAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING yAqu Y,� � W to � C h� " F.. to 00 r- �8�e e 08 28 1� a� h� 19 r r` OL a a [A](n fl W fO 13 i._6 2 Y 0 � I p a L LL gs 2 EdCLd o o� In a ; a TApproval # L.Q vw rD6mecaw ❑ 13 z g 10 C' � Il�h��lJl R30310.1 a � — In !L COUNTY APP. Vlnc ..-...,e •"' q '""" ^,'•" " '^h.r.....".h ,h..a h.,, FL21580YPICAL MAX,.1 R-2 z It - FROM Il f.Jl j ROOFING UNDERLAYMENT:-Y tan • N � W v 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 a PRODUCTS LLC #30 ASPHALT -SATURATED OF FELT ATTACHED IN ACCORDANCE WITH I m R905.1A Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 18Ox7 2"X6" P.T. WOOD JAMB WITH (5)1/2' DIA, x 8" J" BOLTS 511 2nd Choice +30.0/-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRUCORP. ALL ONE 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3- FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL +67.0/-67.0 THERMATRUCORP. SOLID FIBERGLASS DOOR FIBERGLASS DR BE 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 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) Sidelights PLAT PR TRU Sliding Doors: 1st Choice MI WINDOWS &DOORS AIERIES 1420 $Go ithor MI WINDOWS & DOORS SERIES "0 SGD 2nd Chomr,Alum. reinforced I IRE' Windows: CODE +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UN��ltMM6�7iAL��AA 1st Choice Single Hu (fin) ANCHOR WITH MIN. 11Li" EMBED. TO ALA QTOR3i 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE O 11 m M r- V N N FL16546.8 FL15279.84 " x goo I ^— � aDv�s FL20461.11 Q 1q o U00 FL20461.12 FL20461.1 da DAMS HO 195 FL15215.2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 FL20461.2 FL15215.2 3000 GUL.FBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 fl15332.4 DIVISION LOCATION: 15332.12. PORT ST. LUCIE TI Jab Information: Q�Q�(�I�J 7676.9 `r CREWS +40/-50 MI WINDOWS Single Hu (flange) OF SUFFICIENT LTH. TO PROVIDE 5/6" MIN. EMBED. IMF&b00 BLI FOR INSTALLATION THROUGH 2X a CK USE #8 WOOD S =CN OF SUFFIENT LENGTH TO ACHIEVE fah" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. R. 17894.2 I— z > ` Z C 11 O Fn U a ) In Vq CN E G; I � T S O_ O J ill m W LL M /� /� J W 0 in +50.0/-50.0 MI WINDOWS 3540 SERIES Single Hung (fin) RLA7676 2 MI WINDOWS 3500 SERIES SingleFL17894.4 Hung(finless)frame Mullions: Choice NI-1926 MI WINDOWS MUI110n Vertical FOR 3 ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A F . J_ 1 M-1926 Horizontal Ilio EDGE MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM DISTANCE FL 15804.2 Fixed Glass: 1$t I✓hDlce +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1'k' EMBED. TO ALL FACTORY DESIGNA11CO�$� WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHO�kq�E 1sla ' BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PRbOVIGG 5/8" MIN. EMBED: INTO WOOD BUCK. FL18844 R-6 Soffit: � Model Name /Number. 1st Choice +66.0/"71.6 KAYCAN LTD Standard vinyl Staple 10" on center In dlrectlon of length FL1650a.4 R5 2508 Plygem / Variform Double 5 standard Plygem Double 5 standard Anyl Double 5 standard (vinyl) 10" I Sta lea solid 144 vented -145 FL12194.1 RA2194.2 Plan Issue Date: Hurricane Panels: Tuesday, June 8, 2021 St Choice Dade County APP. ALL AMERICAN SHUTTER AMER"CAN 24" Ga. Storm Panels 24 GA. STORM PANELS PL16293 R3 KA PROJECT NUMBER: I have reviewed the above components of cladding and have approveU their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number:. Fi. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: 21-0157 sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING PIWEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing instailaton 2. Self -adhered flashing plus head flashing under weather FOLD UN WEATHER ' RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR.- EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. \WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) resistive barrier (y , 3. Fold weather resistive barrier bade over head flashing and �J seal with tape 2 o SELF-ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY , SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD �I SELF -ADHERED FLASHING \NGE WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER / THRESHOLD OF DOOR AND RETURN f/ UP JAMB 6". USE LIQUID NAIL BRAND HE PROOF A LKING / OR EQUAL WEATHER 00 C U .( SECTION -A -� (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WP04 P17SELF-ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 ERIOR IT. FIN. .DING PAPER PE 1: 12.0 in cm : 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING JDOW UNIT $ ..i WPM SELF-ADHERI n SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL RIM JOIST 2 2 WP02 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 2 WP05 1 SELF -ADHERED FLASHING PATCH FLASHING REQUIREMENTS 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 designed and constructed in a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant border behind the exterior cladding as 0.3 in: 12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS 11703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6Inches. Other approved materials shall be Installed In accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water-reslstive / CEMT. FIN. PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a �( manner to meet the requirements of the exterior wall envelope as described In Section R703.1- R703.7.3 Water -resistive learners Water -resistive barriers shell be Installed as required in Section R703.2 and, where applied over wood -based sheathing, Shan include a water-reslsklve vapor -permeable barrier with a periormance at least WIRE LATH equivalent to lwo layers of Orade D paper. The individual layers shell 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 It)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. O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, 11703.4 Flashing. Approved metal flashing, vinyl flashing, self- adhered membranes and mechanically attached flexible 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. Flulr4applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING W P 0 3 scoring cuts Instructions. AN 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 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 731. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant comptying adhere to substrate using a square piece of flashing material (6" x 6" Minimum) with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA 612, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in RUBBERIZED ASPHALT RUBBERIZED ASPHALT ADHESIVE 6. Fold a5 Shown b arrows y exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings shall be installed at the following locations: ADHESIVE 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit SELF -ADHERED FLASHING tight t0 Comer 8. Mechanically fasten as necessary LExterior 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 112. Flashing at exterior window and door openings shall be Installed In accordance with one or more of the following: (BEFORE FOLDING, SCORE HELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed In the ADHESIVE As suowk) 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. 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 MECHANICALLY FASTEN AS 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. 1.4 In accordance with FMA/AAMA 1.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ �v\ 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4. Continuously above all projecting wood trim. 7 S. Where exterior porches, decks or stairs attach to a wall or front assembly of wooddrame Construction. S. At wall and roof Intersections. SELF -ADHERED FLASHING IWP061 INSIDECORNER 7. At built -In gutters. )HERED FLASHING " 2 5 WP08 AACCORDANFLASHINGPPLYA LIQUID ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE FwPog INSTALLATION OF THE BUCKIRECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 WAI&\\0a "mi Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing ♦�� Wit. • � �fl�ri•i�i.� Slab i- 718" Cement Plaster in accordance with ASTMC926 �- Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16' O.S.B. sheathing / Keep top edge of weep screed 2" below top of block Vulcum cauk bottom joint only Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed 1/2" Cemeniftious 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 ED FOR OMPLIANCE CIE COUNTY BOCC 1/2" Cement Plaster Finish 2 10 Perforated Flange 1/2" Weep Screed OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE Install bottom edge of weep screed 1" below finish floor 0 To rr , N.S A . M1GJ:�G� • .r F r3 r= FLOE OB"rS139N fte m N 0) H- b W0 OD000 w m ^ t�izlo DS Nm LL LL LL gall €mew$ BOA�N�� w a �g Mhmga a - .g b a vi r ill Is 0 at y� 2 NF m m a a � sag 0 El El W LID T WWWFO z 0 0ZZ ¢ � Qd J N Lo 4 LL �i - LID z ^ m nco Lnn'' O W 'C , � N O- "m UUM w �L c Yrtj U gm W t o Eo II I�61a> IN U a® op U `Ao000 �0 Q N O W a..m A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Informatlon: 0 z CLO 0 m W N `� \ 0) U M n9 ns ai W Z 1-Um to I0JW� 04 , tP J m 0 (I) Model Name / Number: 2508 Plan Issue Date: Tuesday, June 8, 2021 KA PROJECT NUMBER: 21-0157 Sheet: W P Of: WATER PROOF DETAILS