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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA IA 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, - - --- S POF5" BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, 1. ALL CONCRETE SHALL HAVE .A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A LUM PLUS OR MINUS 1', AND HAVE 2 TO 596 AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENITIAL. CODE 7TH EDITION PROTECTION LABELED FOR USE AS REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS EN DS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION (2020) BUILDING CODE ACCESSIBILITY 7TH EDITION (2020J RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, NFPFLORIDA NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A- A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) ODE BULL NG C TREATMENT AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHA BE NEW DOMESTIC DEFORMED. BARS FREE FROM RUST,SCALE& OIL & SHALL MEET ASTM 615, ASTM A70E 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 REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON PA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER bF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE HELD TREATED TO PREVENT INSECT INFESTATION S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH,,, IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. STRENGTH OF 2000 PSI (fm = 2000 PSI) INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1083, OR ASTM C1787 2, MORTAR SHALL BE TYPE "S",CONFORMING TO ASTM C270-14A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-110 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MAS NRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHAL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHAL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 14/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLAI ED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND F TEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR 1-JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPE 8, TEMPORARY BRACING AND SHORING OF WALL TOP 3 AS A STOP IS PROHIBITED. ROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPAC NG SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. ** * TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WA S FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11, CONSOLIDATE AND RECONSOLIDATE GROUT POUR PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. A GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE IN R703.7.2 WOOD CONSTRUCTIONR703.7. SHINGLE METAL TILE HEAVY OF THE TYPES LISTED 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 WATER -RESISTIVE 20 20 20 20 SHALLBARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTIONR703.2 AND, WHERE APPLIED OVER WATER -RESISTIVE BARRIERS END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 TOP CHORD DL 7 7 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY Or THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN. TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDSI17HAT.HAVE HOLES IN THE CENTER OF THE STUD UP TO i- DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 1 45 55 BOTTOM CHORD LL (OPT) 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED 0R APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. .ATTICS W/ LIMITED STORAGE 20 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS, NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) • INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. _ NOTE: LL REDUCTIONS ARE. ALLOWED PER CODE BLIT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI M CROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. I APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEkR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD G-C/CD, IOR OR OSEI FLOOR SHEATHING: &G A-C GROUP PA RATED ( /24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. P 7 8" STRUCTURAL. I OSB EXPO WALL SHEATHING:/1 T EXPOSURE 1 U RE 1 OR 15 2" RATED OSB IX /3 APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BEfWE N 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 (ULTIMIATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSI FICATION ENCLOSED INTERNALPRESSUR COEFFICIENT. +/-OAS NOTE:. MEAN ROOF EIGHT. FOR TYPICAL SINGLE STORY HOME. IS 15FT, AND FOR 2 STORY HOMES 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADpING WIND PRESSURES AND SUCTIONS FOR EAN ROOF HEIGHT s '30 ft EFFECTIVE I WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (- VALUE DENOTES SUCTION DIAGRAM AREA ® O (+)27.6 (+) 27.6 10 29.9 (-) 37.020 (.) 26.5 (+) - 26.5 28.8 (-) 34.4 Q4414" 50 (+) 24.8 (+) 24.8 (-) 27.1 (-) 31.1100 W 23.4 (+) 23.4 (•) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'•0" x T-0" 1'-0" x T-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 ZONEI,IS ONLY WAN 4'-0" OFALL 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 r 70 , J, opS,p$LQ 0o Q s No 878 0; *" CV g E OF �. U.l: - .�9q •. 0 ,�, ,���• ORS. J/arenr}t1ti ,Dm N N 7 F Go gyp. 8 w d U§ a �14 a � N FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT, FLUID -APPLIED MEMBRANES USED AS FLASHING S a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD $1 5 D o (PSF) SEE FLOOR N FOR ACTUAL P 'S. URES f i �l v s IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) �E - g 0 _,F a 3 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 o .w o SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGN111I�ID IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADINGg m & o 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. J dG w2 SOO O AAMA C92 C OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. _tRUSS MEMBERS AND CONNECTIONS SHALL BE PR PORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENT ;: Z -'r r M Z 8 C12d a MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES A(WID TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) I L� Z a 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL B,qI AS REQUIRED 8Y THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) a§ IS o TO THE SURFACE IN THE EXTERIOR WALL FINISH. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125. (PSF) g ga APPROVED FLASHING/ SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. �°- ww,v.rasENacaa ❑ ❑ ❑ • EXTERIOR WINDOW/DOOR OPENINGS. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED W000 TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 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. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, z • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AAND ND SEALED BY BRACING FLORIDA REG OR R BRIDGING ST UCTURA UIREO FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL Q HAND RAILS (d) 200 (PSF) z o g L ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) z 2 CONSTRUCTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q� • AT WALL AND ROOF INTERSECTION. SLEEPING ROOM 30 (PSF) rL N • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STAIRS 40 (PSF) r - N UPLIFT CONNECTORS FOOTNOTES z N 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG �11THE TOP. 4� 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 10 NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. pT lJ - W )0 w i MORE INFO. PUl � ( . BUILDER NOTICE: v._ FIELD REPAIR NOTES GENERAL NOTES: ra a E ; E 1 2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT, LOCATIONS. it Is the Intent of Designer/Englneer listed In the tltleblock of these w s 0 $ 1. MISSED "J" BOLTS FOR WOOD BEARING WALL/ MA B SUBSTITUTED WITH / ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7 EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. document& that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH A FLO OR OOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear Information, Every attempt has been made to _ r9 P m "--• 2. FOR MISSED VERT. DOWELS,. DRILL A 3/4" DIAMET R HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to U 0 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 - a N d ego � m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Englneer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer /Englneer prior toS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE of THE JOINT ( BAR DOES NOT HAVE TO BE CONT. CONSTRUCTION SITE AND LL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE instruction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE information foundin these documents. Any questions regarding the WITH 1 SIMPSON M SM16 TWIST STRAP W 4 aA"x 2s/4" TIENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 4. MISSED LINTEL STRAPS FOR MASONRY CO R UPLIFTS ION MAYBE 860 L S (US O T / O RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND (7)-].Od NAILS TO TRUSS FOR UPLI LESS THAN 860 LBS (USE (2) MTSMi6 FOR UPLIFTS LESS THAN 1720#): IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered 1 TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement b the Desl ner En neer without advanced 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HG M10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5)1/4" x 2 / 4" TITENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTERnotificationand approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY 71MEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36.OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HT75 w/ (26) SEE FBCR (CURRENT VERSION). FOR COMPLETE CODE INFORMATION..VI 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IIN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. l - MASTERREVISIONS REVIEWED FOR DATE DESCRIPTION CODE COMPLIANCE ST. LUCIE LC/�OUN77 DAM_ S HOMS' TY LO LIJ -' Of Northwest Florida ie i/7 /� • • 0, U O J w = _j Im (n V) LO VI Model Name / Number: 3000 GULFBREEZE PARKWAY GULFBREEEs ELOR DDA 3226 FILE COPY 1820 Plan Issue Date: Tuesday, March 16, 2021 KA PROJECT NUMBER: MI)DEL 1820 21-1769 Sheet: � Of: COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24'° GENERAL FOUNDATION NOTES CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR UNLESS NOTED OTHERWISE STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. ,W,J PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. OPTIONAL CURB FOR 'I 'I F F— VARIES LAPPED MIN. 6" AND SEALED. GRADE SEE PLAN MASONRY @ ELEV. 0 -0 -'— - - — 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LES W/ (1) - #5 BAR CONT. + -' ' , , OF FIBER. PER CUBIC YARD FlBERMESH/FIBERMIX ADDED TO THE. W w : CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 ' �'•w w�'- "."` X' --° • '• FOR FlBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. N Z P • * 2 STORY: 20" X 20" • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO ," 0 REINF. N sI W 3 - #5 CONT. #5 REBAR U.N.O. TYPICAL B CAB. HOOKED FTG ' SEE PLAN ,. DOWEBEAM LS EMBEDMENT W/ 25- 5o EXT. BOVE SLA 16",, 12) #5 ,; (2) # 5 REBAR CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR REBAR BEARING 16 RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. FM01 SINGLE STORY FTG 1/2" = r-0" FM02 SECTION @ GARAGE 1/2" =1'-D" EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. NO WOOD STAKES PERMITTED IN FOUNDATION. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. SEE PLAN ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE - — _F� SECTIONS R403.1.4.1 THROUGH R403.1A,2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB B" 1 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY (1) #5 REBAR 1 L ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: CONT. 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( MODIFIED PROCTOR) IN FM03 THICKENED EDGE = 1'0" EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FORA MINIMUM SOIL (*) SLOPE MAY VARY 24" MAXIMU BEARING CAPACITY OF 2000PSF. IF GREATER THAN 24'° CONTACT FO REFERENCE FMASW FOR STEM WA fR PROVIDE 13" WIDE RECESS AT GARAGE FOOTING SCHEDULE DOOR. EXTEND 6" BEYOND GRAVITY F.O.M. EACH END, TYP. G AARK SIZE DEPTH REINFORCING CAP. JWI py p 1'-0" X COM 1'-0" 2 #5 E.W. BOL. 2000 '. FIr F2.0 TV' X X-O" 1.0., 3 #5 E.W. SOT. 7200 ALIGN DRIVE W/ BOTTOM OF ' • 2 STORY: 20" X 20" RECESS & PITCH DRIVE W (3) - #5 CONT. F2.5 2•-6" X 2'e" 1•-0° a #6 E.W. DOT. 11000 4" CONIC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. 18 (2) #5 REBAR !, F3 0 3-0" X 3'-0" 1'-0" 4 #5 E.W. BDT. 15800 FM09 I SECTION C) GAR. DOOR-1.0 f3.6 ! V-6-X 3`6' 11•0" 4#5 E.W. BOL 215W LL F4.0 4• 0' X 4'-0". V-0" 5 95 E.W. BOT. 28000 2 STORY: 20" X 20" PLAN W/ (3) - #5 COMi. Fa.S 4•-6' X 4'6 1'4" 5 #5 E.W. SOT 345W N) LF X 5'U" V-4" 6 #5 E.W. BOT.YO" 42500SEE PLAN6 -0" X 8'-0" 1'-0"7 #5 E.W. BOT. 61500 gEE PLAN r 1� •��,��.,G�:,,-_a-..yr:•T 4" 16" 4" 245 REBAR LEGEND Q - INDICATES SINGLE -STORY FOOTING -INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING FM11 I STEP DOWN BRG. 1/2"=1•-0" FM12 STEP DOWN NON BRG. 1/2"=1'-0 SEE PLAN a OPTIONAL CURB SLOPED GROUT W ^*f I SEE PLAN d OR MASONRY AT TO DRAIN 4"x 4"x 16" c N r� - TYP. SEC. ¢ ELEV. 0'-0" WITH CURB (1) 45 BAR CON1T. S. (G.C. VERIFY) O0 ' � F.F. REINF.. ip (SEE PLAN) d 2 #5 CO NT. ' r - • INSTALL LINING ` w 2 #5 BENT BARS W/ MATERIALS PER "• �T`''" MIN. 25" LAP SPLICE a m FBC-R P2709.2 MUDDED FLR. 16" ' SLOPED TO DRAIN MIN. FM14 SECTION @RECESS SHOWER 1/z = 1'-0- FM18 TYP. STEP FTG. DETAIL ALTERNATE: REINF. THE REINF, BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORj #5 CONT REINF BY COLD BENDING THE BAR SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY ro #5 X 25" X 25" CORNER BAR ONE.. N FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2) #5 REBAR A/C CHASE r 4" PVC SLEEVE 2 STORY: 20' X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=r:o" FM23 TYP. FND PENETRATION 1/2"=1'-0" STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT, F.C. SPACING (D.C.) HEIGHT(h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL O'A"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"3'4" 10" SO" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32 W/ (4) #5 BARS 845# 4'-0 >4'-0"- 5'4" 16" 161.48" 48" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 918". O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM o SPACING STATED IN SCHEDULE SEE CHART ABv.AM. F.C. 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING (O.C.) pp o• WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND W.W.M. TO BE TIED TO #6 '�ERT. F.C. ABV. PON. #4 TURN BARS ARE REQUIRED ® EACH FILLED CELL LOCATION. EACH BAR TO W 05 REBAR CONT. TIED TO ; PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EA V TICALHORIZ EA. VERTICAL REINF. BAR ' EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 04 TURN BAR 0 STEM #8 CONSTRUCTION FOR MORE INFORMATION WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK ! 4''O' " < �'" : "' FILLING IS TAKING PLACE EA VE RORIZFICAL CONT. TIED TO EA. VERTICAL REINF. B " •. a �.G. 5. #5 HORIZONTAL CORNER BARS WITH 4'-D" LEGS IN KNOCKOUT BLOCK @ 16" T „ ' V D.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" RN GRADE 8" MIN. _ h * TALL (TYPICAL ALL CORNERS) TO TOP of STRIP FTG. _ I 6. IF STEMWALL IS WITH IN T-O" OF POOL OR WATER FEATURE FOUNDATIONS „ p '„ 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. - COMPACTED CLEAN FILL IN Max i2^ uFTS ; m"` •` 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG. w/ Qn of "MIN. COVER +SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF. PER SCHEDULE d b. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO '. (3 SHOWN) SECTIONS R403.1.4.1 THROUGH R403.1.4.2 9. EXTERIOR SHORING BY CONTRACTOR AS REQ-D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE NITS ..,. ,.. "a, 4n11 wT n" Y911n" 4' o 4 V TYP R CORNERS ■ ■ ■ ---- ■ ■ ■ ■ ■ __________________________________ ' I ,____ ' ________--___-___________, HOSE BIBB o I , 3 , I 3 j„ FM11 : FM11 3 3 ' Z I ■ F2.5 T ❑ r ' ! STEP DN. 4" r co N I - ; L _ ' I , r ' TUB' 'I ■ O W.C. I ' UNIT i ob LAV.ir Ia l� _�S o MD 00lly s 3.1" 1i 11" r ��LAV N2.8 �o] Ile ■ -Ij o iv of T' W.C. �`�\ ■ - I qb I �O ' ■ z 00 I. m TUB S,;' LES VARIER IQ\ VERIFII DRAIN I I o �. r r r I I LOCI�T,ON I I a a a F.G.4 ,SHWR L 11112' 2" 12' 10- . - - - - - , 24' S" rr _ — nr ~ D/W io SINK`:. `. j... 00 1 ,��'� ■ I 12' 11" , 'PROVIDE CHASE FOR HVAC UNIT ti VERIFY LOCATION ; 0 7' 011 TO" o � I ' FM01 COMP. UNIT�n r 3 "I h , rL' i. III,_ _, I I��,`Irl�:'ll , ,�,I Tr — , I'i off. FM01. 3 in .III II WASH ->_ `------------- --- -`--------+-I ---'-H+-----_ -------------• , it LL_ ■ ■ ow 00 r ----------- STEP DN. 4" WJ H. I \1 �. F2S , , r I , r , , I , mZ , I•- `-----'--------------- xo hT702 o_ IQ STEP ON. 5W' ; 3 I o • o U IU C.J. Wzt — — — — ----- — m o m4a � xo a� a I , -- F2.5 ----o - -- -- y ' 4" `v to ' i FM09 3 F2.5 I I FM3 9 I 04 3 HOSE ; m zo ----------- ' L=11111111111111111111111 'I--- -----------------■■■ 111111111111111 11111111111111111111111T■ ■ FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS 14� gv-0 -r .,JI. QP• E..... \� v\G �• d� ND 87864 STATE s /### ##1111 N m H U 00 r _gj g 2g a a pU q N•1 C AA 222� (] 65 a a CJ=reW� o. m 30 ggog z�k�8 z3 � a. F- GO wg�S¢, ii-Od ■m�..6 m GO 3IL < IVC(J— § ��u WWN'.FDSBV6.COM z_ gZ N 8 Z Y �... jb. �-11rIi a ti _ n Z N t/7 m w -C O w� moo V))== U VINE f" r Uai = 50--°&�& Q N Obq� DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Fj Job Information: 0 ZL0 Y of Q% W � W > a 0)? ci N z t- i U 00 a O J W= V a JmU)U) Ul Model Name % Number: 1820 Plan Issue Date: Tuesday, March 16, 2021 ® KA PROJECT NUMBER: 21-1769 Sheet: 3 Of FOUNDATION PLAN 1 1/2" VTR LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEIPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ® 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 TO SANITARY SEWER EDGE OF WALL 4 u.°�%Ji � ��� 2x8 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL TERNATIVE PROTECTION BARRIER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR C G INSTALL FAN BOX PREWIRE INSTALL FAN WP OX PREWIRE GFI „ INSTALL FAN ------------------------- BOX PREWIRE„��'`--------- - ----- „ nl i I , I I ' I I , , � I I I i CM I , I w II ° GFI: \/ FI I ° I I ' ° ♦ T 1 L - - - ' _GFI '�-� FAN , I- -1 INSTALL FAN o \\ PREWIRE `; ' ,t. h J BOX PREWIRE n I � , I I ' , I GFIGFI 120 I ,GFI. GO _ -I ` O ISP 220 r - — — — — — — — — —— ' H ORD / FOR D/W I ' I I I I GFI _ _ •� / I o ICEN.OFWALL3. � VERIFY /, , I I z LOCATION IN FIELD I ' ' _• � I , / DI 220 GFI 1,SCO�N INrE'T GFI � GFI I I dt LI_ _ , PB GFI ELECTRICAL /'42' AFF PANELLo O , W.H. 220 -- I uJ1 I I (4TTIC ELECTRIC IF REQ'D BY CODE - i - ._f ll\ISTALL FAN m w r J L) I BOX PREWIRE � I , I m DOOR BELL I Zm � o GFI GFI tV GFI @ I WP ,11 w 42 AFF w aw'� Op FOR GARAGE GFI F- O m O c FOR GARAGE DOOR OPENER ' u z o p �o m DOOR OPENER ,__ ___________________, ,I \ n COACH 44" AF i LIGHT '!; COACH COACH -- -— -— -—- -— -— - — - - --COACH LIGHT COACH LIGHT LIGHT NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" -1'-0" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16' AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFGs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). S. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /%�� FLOOD LIGHT $4. FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE -m n n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET C 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT w DOOR BELL CHIMES (� WP WATERPROOF W/ GROUND FAULT v 220 VOLT OUTLET (9— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL [TV T.V. CABLE OUTLET L-= DISCONNECT SWITCH ' TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROF RECESSED LIGHTING TO THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C RFATERCOM SYSTEM ® L.E.D. DISC: LIGHT GARAGE DOOR 050113 pUSH BUTTON OPTIONAL OVERHEAD SERVICE (VERIFY FINAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 2D0 AMP SERVICE � 2D0 = 2/0 COPPER OR 4/D ALUMN. IN T CONDUIT ' Vb) 11 T A/C DISCONNECT UNDERGR SERVICE POWER C# 14 COPPER TO LIGHTS AND OUTLETS L #12 COPPER TO APPLIANCES AND GFI # 10 COPPER T, rTER HEATER # 8 COPPER TO NGL•" INTERSYSTE#8TO HVAC BONDING TERMINATIOGROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 0) APPROVED GROUNDING ROD W/ MIN, 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. FLORIDA CONTRACTORS LICENSE NO. CRC3330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: LL Lo LLj a O y Z J W ®m(n(/) Model Name / Number: 1820 Plan Issue Date: Tuesday, March 16, 2021 KA PROJECT NUMBER: 21-1769 Sheet: w Of: ELECTRICAL PLAN TOP 0 ro FIN. FLR. FIN BEARING @ ENTRY TOP OF BLOCK of60 12 61 SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 48' OFF RIDGE VENT 48" OFF RIDGE VENT OF FIN. FLR. - DEL 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 11 33/2 SH 25 SH FLR 0° `D W'DOW HEAD HGT 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH (2) 3050 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" -1'-0" 12 --t6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "All - SCALE: 1/4" = 1'-0" 48" OFF RIDGE VENT TOP I — - — DBL 25 SH vv�nncn� vwn TOP OF BLOC FIN. FLR. M 48" OFF RIDGE VENT SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE LEFT ELEVATION "A" SCALE: 1/4" =1'-O" vent VENTILATION CALCULATION 144 o net So MInes Of ..a.rt !!Ilded eneal ppr iota � 4.12 net sq in Total needed for intake (soffit area, lower) 626 net sq inches Numberof Off Ridge Vents for upper 1/3needed 5 LF. of Ridge Ventneeded (can be used in combo with ORV) 35 Lineal Feet of:Soffit needed to meet reauired 114 TOP PF BLOC K I FIN. FLR. 0 W g e*0 ig O VN J J J m. OSN W l L LL N�e+G m gy e cfr� �ym�9 1 `8CC�w 13 �9�¢0\� $Sa� C45 Lb2 pm¢LL O7 19 o Q¢Q VJ UO �. U J r0 1. WfJW:FDSOMCON ❑ ❑ w Z_ Z C4 10 Q � l a. En. Z N 0 m , y M W 13 W p2 Ln M REVIEWED CODE C0MPL `,-00 M =� ST. LUC�pIIEy�C�,�cOU"k`� '�r a O ®Q ®O e✓®a Q Tv d oo DA S HOMRS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: I..1� c `H o to LLJ Z m 4 0- 0 _J ,L,u^ ,,^^ Ion t? J � vJ vJ Model Name / Number: 1820 Plan Issue Date: Tuesday, March 16, 2021 KA PROJECT NUMBER! o.1. v 1. n i.,. rwv. Vtrvitrvn nVw WAI INN RAISED BANDS REOR STYLE MY VARY FER TO SPECIFICATIONS 21-1769 FRONT ELEVATION "A" Sheet: 5 Of: SCALE: 1/4" =1'-0" ELEVATIONS ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED(32/16 IS THE SPAN RATING. THE SHEATHING 20'-0' MAX 20'-0" MAX L THICKNESS IS 15/32",) IF 15/32" IS SEE DET. TB03. USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PRI BLOCKING W/ APA RE( FOR SPAN I 7/16- OSS SEE"HIP/R BLOCKING" flXv DETAIL BRACE TBOi I SEE LL -OONTINUOUS BOTTOM CHORD NINE III mill memo mill FA a PON in oil IBM BOTTOM CHORD GABLE END BRACING @ ZOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH ENGINEERED ROOF PER ASCE 7.16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF>20 TO 45 DEC. WIND AREA (+) VALUE DENOTES PRESSURE [4:12j 112:12] (SO FEET) (-) VALUE DENOTES SUCTION a-4fl � o AREA ROOF 1 2e 2n 2r 3 3e 3r HIP. -37.02 -51.06 -51,06 51.06 10 GABLE 1 -37.00 1 -37.00 1 -58.99 1 -58.98 -1 1 -58.99 1 -78.03 ROOFNAILISHEDLENAIIG(SHINGLE AND TILE), ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3n ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O Q SHINGLE: 1%32" EXP. 1 011 ALE IR32" EXP. 1 (A20 NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38' x 0.113") NAILS I r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15S , SHEATHING SHALL BE FASTENED * WITH ASTM F1667 RSRS-0310d (21/." x4.131") NAILS OR ASTM F1667 RSRS-04 (3' x .120' NAILS N 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END; ATTACH 2x4 #2 SYP BLOCKING [4.12]-[12:121 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS WI BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR SLOCKING AT ALL EDGES A MINIMUM V SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 101 ONAIL AT BASE 2 ROWS C4"D.C. W/80 COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @4"O.C. W Rd COMMON NAIL. @ NAI L OPENING PERIMETER 11 (2) ROWS Q 4' O.C. WL 8d COMMON NAIL. @ NAIL INTERIOR AT S" O.C. w1 Rd COMMON NAIL O STAGGER ALL VERTICAL JOINTS &NAIL @4"O.C. .1 Ed COMMON NAIL. O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER w/Sd COMMON NAILS @ 4^ O.C. (2) ROWS @ TOP & BOTT. @ (2)Ed NAILS 03"O.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF GABLE END. EXPOSUREI SHEATHING PROVIDE BLOCKING - AS REQUIRED PER SECTION X-X IF NOT FULLHEIGHTSHEET. FLOOR SYSTEM I I NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"x 2112'. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Is" (2)- 2x TOP PLATE BEYOND 1513Z'OSB EXPOSURE SHEATHING =11 ---------- -- - _-_�� II F I II II II II I II II II II' SCUD 2x BLOCKING W O II I QALLSHEATHING III III II II II II EDGES s p III III 11 II (SEE SECTION X-X) III III II I 11 I 7 III III O .III III II II 1 1 II. D II. L N- III III OPENING III II II 11 1 IIL__JL_III I. II II I __ Ili III I II II E�jQ III C X III _ II II a_ W it E IN IIII. III II It I I II II I II I 2x STUDS BEYOND. wu9 FIT--, 11----11 IIII IIII IIII I I 11 I I I 11 IIII III JI 11 II Ir 11 II I SEE PLAN 0=-I a IIII II II I III N 11 II I IIII IIII IIII II 11 I II I I 11 IIII III '.. II 11 II I' III II 11 II I R�= IIII W I I if III 1L JL I I I II II I LL L L LL I ALLSHEATHING I. I Zx RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/8" ND IV � N 0 LLyLLW ""­2X4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/7/15° FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH 31g� S' = NAIL PLATE TO VERTICAL WI (4) Sd SPACING NAILS 314" 112" I/2"l s STAGGERED NAILS ¢',03"o.c. tfl1 STAGGERED S 12" VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X T613 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES.-1920 ELEV A & C113-Car MUSS ID BEARING TRUSSACUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING Cl-05, C1V- C5V, P, E7V, E7VP, H7, 117V L/R -307#orless -HETA16/PERTRUSSMFG 1810# (9)10d x 1-1/2". A01-AIDE, DOIC G01, G02 L(.R -909#orless HETA36/HUA16 1810#/18ID# (9)10d xl-1/2" (9)10d x 1-1/2•' - G03 L/R -22B2#orless (2)HUA16/(2)HETA16 2365#/2365# (10)10dx 1-1/2" (10)10d x11/2" (9)10dxl 1/2" A01AG -586#orless HETA16/H1DA/HETA16 1310#/1340#/ (18)10d x 11/2" ,L)M/R 1810# 10d 11 I91 /2 - 1&104/L910#/ (9)10d 11/2' 801G,B06G L/M/R 1625#orless HETA16)FJEM1bJH0A . 13ADk ', (9I10d 11/2 ' 19113#11B3ok/ (9)10d 1 1/2 A01GY1 . 11M/R +SSA #>v'issd HBTA'i81flETA04/NHA1B , .. (9)10d 11/2 1NUFACTUREH PROS -RIGHT&M MIDDLE BEAI LOCATIONS ARE REFERENCED LECTORS ARE SIMPSON PROD OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON.- CONNECTOR SCHEDULE. MARK TYPE CCNNECTORSFASTENERS SRII STOP FRMIE TO FETAI6 M(S)t We I LT OR O MASONRY FETA20 W(%I W x 1 V2" 1810 OFRAME TO I12.5Aw1(1%9dwdl5 SIR 585 FRAME FRAME TO : H,M w/(tE11Q1xI VY t0,b INS O FRAME Htd}2W118)Hdx///TAT2PLYMS.S9ES 99O 188D FRAME To MT912 wA,4J,adX 1,2'IAT Ex?6F,Kxi 360 FRAME ECOATIONINDLUIDE(3)IM TOENAILS DID) OFRAMETO MOTWI2Z110d NMLSMNDSAr•A.TA. wIiT 99M am MAWNRT EMBEdAENTw/81MP80N "BEN EPDXY OFRAME TO HTS20 w/(2I x 112"(AT EXTERIOR 1113 FRAME LOGTIIXN ING111DE ,Zd TOENAILS 1310 ® FRAME TO (2)HTS20WNS)1Odx11IT(AT EXTERIOR 22L0 2820 FRAME LOCATION INCLUDE 126TOEN11L9 (8) HOT 2wIn6n0d NAILS AND (2)5/8" AT R USN- CONNECTOR SCHEDULE CONNECTOR A FASTENERS SPF SW HI'AI B W(10110d x I la' OR law 1870 HTA20 W (10)10dx 112• RT7AW(10)Btl NAILS Its 585 FITICAW0711W x 11W Sag 1020 N(18)10dx I Vr AT2PLYTRUS6ES 935 low i W(14I1OdxI 112-(ATEXTERIOR 100E 1195 TION INCLUDE 012d MENAR.8) 5W(26)1OdtIALSAND MP AT.R.W 553p ONI EDMENT ISBGIPSON'SEP EPDXY SW(N)III I I/S'(ATEXTERIOR ISO Iwo ATIIXJ INLW OE (3)12d TOENALB I 20wK4N1Ed x112"NT EXTERINR 2570 3060 KIN INCLUDE W12d TO ( FA ) W 510tl NML9AFD 8l6'ATR P I (� O W IT EMSEDMEMwI SIMP -Ioil- 10090 WiTEMSEOMEMW91MP90N'9EP lam 8790 ��, EPDXY (HGT3 FOR1PLY) EPDXY(HUG73FOR S-Ko FRAMETO FGTRW(19)V4"x3"90.9 WOW 3CREW8 RFUS W(12) WW WOOD SCREWS AND 0 MASONRY APID IS) IZ x S' TITEN NO ANCHORBOL79 MOD 4723 (4)9/4'x8'WEOOEAOLT 7100 (1) LGT2 W(18110d SIN1ERS QFRAME TO &17)I/4"x2-114'7ITEN2 17N 2WD MASONRY 9 N FRAMETO MASONRY/ (2) LOTS WOOS 1W SINAERS&(14) 4°TITEN (FOR 1(M 350OM (2) LUGT2 W(321 INSINKMRS&(1% iR(321 5100M 310341 FRAME. 1W OR (28)t6d &NKERB FOR FRAME (EA) FRAME( 3240E 9)70-F W70-F FOR FRAME(EA OR(62)18tl SINKERS FOR FRAME (EA) NSINK SINKERS .3900E 45V6F J3 FRAME TO MA90NRYl DO 1.313 W(24)tl4-x 3.90E SCREWS &(a) SAP x T TITEN(2 PLY TRUSS) 8 (2) UJI wl(24) W x 2 1 W MOO SCREWS &N)W'xTWBI2PLYTRUS6) BROOM FRAME GRIDS) 1W NRERSFORFRAW EA) 03 dSI OILDRDI NFR KERSFORAME(EA) RO 105" BFAMTO HU410OPTHUC410W(1SlW&(t% too GAINED HD4IOCPFIOII%FWI(2%12,&(IO) 1W Cam O BEAM NAILS aim NALS 1111950 HW10OPTHUC410WICIRITEN OWDD HD4100PTFOIIMFW(2%iN'XT (MS355 OWAMTO MASONRY 1M"x254"8(1%tOd NAILS WIND WEDGE6d-T8(101W NAIL3 UAW Q BEAMTO MASONRY HU48 OPT H(ICASw/((110d NAILS& 02)1/4"x2WVTITEN(TOMAS.) WIND U#BLD GN3000 U411S5 Ha5OPTHWBW(E)10dFWL9 A (12)TV x23/4' TAPCONS(TO MAS.) wull U#1030 =015 M85D FRAME OR(12) t N S(0) I So (FOR FRAME) SYRP SYPJ6 OR(12)IN&(6) 1 Od(FOR FRAME) SYP-F SYP-M TO Q)FETAI001(2) HETA20 1820 iB20 (2)HTA160PT(NHTP20 1870 OFRAME MA80NRY. 1-PLY2-(1% 1(1 x 112" W 2368 2385 1-PLY W (10)1W x 111T OR MID 2490 SRYWlt2),Bd 2-PLYwll12)16d D(4)1AN2114° HMN16 w/(e)10d NAILS AND m 1110 HT'NMIS W III OdNMIORA 1145 ME FRAME TO TAP�ONOR �0(4)WN1W O MA9GMRY HTSM20W(t%iW RAILSANO (4)1/4'Y2 tM" 96& 1110 OR HTWMYOwIII%iDd NAIL&N40 (4)iH"x19/4- TAPCONS WEDGGBOLT 1N5 122E ©FRAMETO HIM W(8) M x112'NAILS AND (2) SSW TOO SID MASONRY TITAN HD DTT22W(8)1M-xt l2"SD9WOIJD DT&TZWDD1Wxi G7WS1SMOD © FRAMETO SCREWSAND(1)11YSAT.R. EPDXIEDW 1835 2145 SCREWBAND(1)12"9A,T.R 1510 low 18 MASONRY 91MP90N'9ET" WENOTEM SIMPEON"MET° SEE NOTEM HMW(MIN YL 1? NAILS AND (1) MB• 6 NTi46 W RE) i6dx2112' NALSANO(1) RO FRAME TO ATA.EPRMSEDIO/SlIfis N"SEP 43M 5000 MS•S Ark E'OMED.I&MPSON"BET I - 5005 MARCH" ISSE NCTEMOELOW) WENOTEMBEL&RI FRAMPTO HR4W(i&) IWWWNALSANO(1) Mr 0 WT46W(IE)15141/T NAILSMID(1) © MA9IINRY AIR EPOMEDwISIMPSCJ-SET' (SEE NOTEIM BELOW) MISS 4YJS WSAT.R EFOXIOWSIMPSON•SEP 191E NOTEM BELO) - 4160 FAME To H109W(24)104x11T"L9 TIES910 LUGTI VR3)Wx112'NAILS 875 1046 FRAME . FRAME TO HONEST W(4) 19W 112-WS WOOD RRI rIWRO IN. t IW NNLR 8 U SCREWS&(5) I9W 114-TAPWNS 7M 700 (4) IN" x 1 SN'TAPCON6 1995 lawMASONRY TO W'T T4(10) 11Pxr SOW WOOD SONEWSa OFRAME MASONRY (1)1AT.R. EPOxIBD W SSdPSON'SET" am 4940 WITMIN.EMBEDMENT TO (2)VGT WIN) 1/4Nr SITE WOOD SCREWS OFRAME MASONRY &(2) 5B'B A.T.R. EPDXIED w/SIbP&ON 5130 7186 "BEI'w/iTMIN EMBEOMENT OFRAME TO WT W (18)1/4kB' 603 W W DBCREM& HDUIFSD825 W(10) 19V 12^80SW WC 3236 4585. MUGTI5 W(22110d NAI" HTT45 WITS) - 41M FMME SCREWS&Ig6'8"BA.T.R 1Od NUL1&(1)ILWHATR. OiRAME TO rn HTT6W(S211EdY21/2' NM & (2)HTT46-(SR11fdk2I7NA1U1 Y FRAME (I)SG"BAT.R. I8EENOTE MI 437E DOSS &If)MB"S A.T.R. 191E NOTEM) - SO9 aeueeel nnFaec,no unTeA. i. CONFECTALL FLOOR TRUSSES TO INTERIOR SPARING WOOD WALLS/ WAMSW(2)12d TOENAILS. 2. ALLTRUSS TOTRUSSCMMCAONSARERROVIDEDBYTRLIMB UFAC ,UN.00N PUN. 3. 6C. MAY UBE ERHER &MPBON OR"WNNECTION8.8EE FRAMING PLAN FOR WNW -UM OALLOUT. d. FOR SINGLE PLYTRUS6ES, SCAB ON PULL I£IGNTSYP412•':M"TOTRU83 VERTICALWE94(2) ROM OF IW NAILS Or O.C. STAGGERED. S. ITMN.A.T,R. EMBEOVENT@CMU BONDSEAMU.N.O. & 9CAS TIMOR CHOR1cW4'L'2xSYPY2(MATCH CHORD LUMBER 21231(2) ROM 1W@ 4' FROM ENDS 4. OG. STAGGERED; CENTER AT CONNECTOR LOCATION AS M CF1ASPOSSMLE. AD MINIMAL CONNECTOR UNO ON FRAMING PLAN i. CONFECTION FOR ALL ROOF I FLOOR TRUSSES TO MASONRY WALM UNTEL&ICF WN.LB UNO ON RAN 2. CONFECTION ATS4•'OR ST 0.0 PENDING VERTICALS FOR ALL FLOOR TRUSSES PARULEL TO MASONRY WALLS SEE DETAIL F512rB3.1 FOR MORE INFORMATION 3, CONFECTION FOR ALL HIP JAAR(CORNER JAO) TO MASONRY WALLSACF WALLSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM SCARU m TOP OF MASONRYAT a2'O.0 MAX. W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT WTJI (IF APPLICABLE) LAYO(IT S. CORRECT AIL RM,WE& TO INTERIM SFARING WCO WUU$EAMS%I(I 12d TONA1LS O MINMUWNNECTORUNOONFTRANINGPUN I. CONNECTION FOR JPfA(TRLl93 TO WOW WALL OR BEAM. © MINIMAL CONNECTOR UNO ON FRAMING PLAN 1.. CONFECDONFOR NLTRUSSES TO INT6410RIEXIEg1IXN SEARING WOW WALSAND/OR BEAMS 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. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN Be ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 NOTE TO FRAMER --- IF ROOF TRUSS ILAYOUT 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 ADI THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OPTHE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRU R �FAL I(�S, EQ�I MER U)V} LAYOUT IS REVISED.W/OUT WRITTEN APPROVAL FROM FDS. v IF .. &woWW9Sees, As"­" s ­" B FOR TRUSS BRACING AND MMNAL ROOF INFORMATION SEE SHEET 5-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4P.T. FASTEN TO C.M.U. W/ 11/2.' LONG T-NAILS @/ 2'-0" D.C. SECURE JCHANNEL @ 12" O.C. Bra I D� METAL DRIP EDGE + 2 x SUB -FASCIA 0 ALUM FASCIA I CONTINUOUS VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=r-a" 0_0uTO 9 x. ,`� QP•''i N S .',SAGE A 4. F p L �O S PZ 8 a-: I'''�OIC •�I O�jOy� DO 1- w CdC l vp�i W `w to m Ir -yIS LL Li Ci -IS Mon a aE2 ' a g S gO 2t9 a D: imLl y 30 z c wa- a ms WuiWm� 3 ¢ OLL � aMm$mE ItlIOs^: a m 0 d 28m9 ® aLL J 0 O g A'9s WWW.FDSENG.COM.11 El 11 ( Z mo - 0 zC4 � m CO DOz DO JmJ W y LL � w a fl W R c Vi ZD -9i F ITT U - ; x E $^ v U m1F�Ooors a Q SNoA. 4 0.1 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: \I C TH W 0 0) 'It M 4)tp O O� N Mzr T-1 I- 20 a -- 0 J L1J Z) V o to LL J CiD Cn Cn ♦ Model Name / Number: 1520 ♦ Plan Issue Date: Tuesday, March 16, 2021 V1 KA PROJECT NUMBER: 21-1769 Sheet: 6 Of, I ROOF PLAN A LINTEL BEAM: 1 COURSE UNTEL BLOCK W/ 14 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (CI 530) *TYPICAL �SHEARWALL I SEGMENT'� ALL SHEARWALL SEGMEMS CONSIST OF AFILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL; FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND. FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO - TOP OF SLAB L MS02 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/30DO P.SJ- CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(B) - LOD X 11/2 SPB OR SP8 FOR 20 AND 2xa WALLS 4 -4 DOUBLE2z TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. �. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. l�t 2'x#2 SYP/SPF P.T. W/ (a) 1/2' X 8" "J" BOLTS OR (3)1/2' X 6" EXPANSION ANCHORS OR (6) $" X 1/4' TAPCONS OR ?'e IS) 2 7/8". HILT] TIX-DNA NAILS 2x VASE PLATE SEE PLAN FOR MORE INFO MS03 u FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. A n nnansn17rrinnl n=A 20" MIN. LAP #5 REINS BAR q #30R#4REINFORCING ?) BAR #S R #4 LAP SPI ICE „ f 25" MIN. LAP #� 5 REINFORCING BAR #5 STD. 90° HOOK #5I AP SPLICE SCALE:1"=I'-O" 36' MIN LAP #6#6 REINFORCING * GflADE 40 U.N.O. 96 1 AP qPI ICE MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING # ROWS 2a4 1/4"X2aA" 12"0.C• 1 2 X g 1/4" X 2si^ 12" 0.0. 2 2 x 8 1/4" X 2-A" 12" O.C. 2 NOTE: TAPGONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, wr ,UNTEL w I P.T BUCKS S W/ 1f2^Ds.e. BETWEEN i I FASTEN PT 2 NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4-X 4 1/2^ TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED 111I I 2x BUCK DETAIL N.T3. P- O ALL ELEVATIONS H q rim6(3 6T lLp MH. fJRSOP HR' CL6PR CAUL S aeon g..ATsOmVl s O OF LW. G ' natroM «ewa,ax: s 'J Ac' MW!� IN LMRL ARIA NOMMAL LL49TH TYPE DEBI6NATION n .:LLmall«a«anr u.ua OWNT'Y B PF a AR AT aor*cn a Liam uvlm SF16-18/IT nllnAL WIPTH �pygNTift-p,g .r, aaUR seats AT 11 MATERIALS 1. Pc precast lirdels = 3600 Pei, 2. Pc prestressed lintels=60M pet. 3, Pc grout = 3000 psi W/ maximum 3/8" aggregate, 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area partia lve saergm w 1900 eel. 5. Rebar provided In precas'1 Ilrael per ASTM A615 DROP. 6. Field rebar Per ASTM MIS GR40 ar GRBD. Prest esshg strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire Par ASTM A6i0, 8. Mortar per ASTM C270 t4at M or S. GENERAL NOTES 1. Provide full marl. head and bed joints. 2. Shoe tilled lydels es re4uoed 3. Ipstallahan Of If=]Muse Comply With the archltpatuml and/or structural drewloga 4. Untem are manufactured WIM &1/2" long notches at the end& W accommodate vePfi cell remfaring and grouting. 5. All Ilptals meet or exceed L/360 "nice[ dale rton, except lintels 17'.4' and longer with a morainal lvdii of8' meet or exceed L/180. S. Bottom fled added reber to be located at the bottom of the Intel cavity. 7. 7/32^ dlamecer wire MIMPS are welded to. Cie bottom steel for mechanical anchorage. 6. Castro Piece concrete may be pnovMed In composite lintel In lieu of aONclas a masonry units. 9. Sam load ratings based an rational Ona'BI anatysls Par ACI WE and ACI 530 101mtel min. depths are called out an lintel plan. If Contractor installs a deeper iirrtel than Indicated On the plan: doing this Increases, the saength of the Intel and is approved without 4hgmeedng letter. R a =offer lintel Is installed confect FOR for approval. SAFE LOA TABLE NOTES 1. All values based an minimum 4" bearing. Exception: Sam beds for unfilled lintels must be redxWtl by 20% I bearing length Is less Ulan 6-1/2". Sale Icade for all recaseed Ilntals based an 8" nominal seeing. 2. N.R. - Not Hated. 3. Safe loads are mtel SUPerlmpo&ed albwebm food On rho section specified. a. Safe loads based On grade 40 or grace 60 field mbar. 5. Additional letaoR load 4ePaNly, can be obtehed by hs designer by providing addioral mtntorCCd masonry above the precast lintel. 6. Orie #7 rebar may be &bBVWted for two 45 papers In 8" lintels only. 7. The designer may evaluate concerdrstad Ioeas from the sa'e loss tables by cakulagng the maximum msisdng moment and sham at deway from the face Of support. e, For composite lintel MAMA not shown, use safe load from moot lower height. 9. All safe loads is units of Pounds per linear POT.. REVIEWED (a CODECC PLIALN iu, ST. LUCIE COUNTN' BOCC PRECAST "U' LINTEL W/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WRH TOP OF WALL LINTELSCHEDULEFOR REQUIRED FILE COP) LINTEL SCHEDUL HURRICANE R n a ANCHORS It I I F�K STD. 90 HOOK (TYR.) ,I�--tf' rn a: B STD. 90 DEGREE REBAR ON BOTH SIDES ANGLE 3000 P:SI. OF OPENING U.N.O. CONC. W/1 #5 DI REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL &FILL SOLI W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 6'"6" AND LARGE 8"x8'z16" CMU U.N.O. TYP. BOND BEAM Wx8^x1W K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 CIA REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (CI 530) NS.E' FS g78 64 nli O Cq se P, • Z r•I i .A •, 'c•••FL O C'UA1:0 t`D p� SS,1 O LTpT `�� � N 0) 3 h a I Q O g¢ g W t 1 f000 1, w?= f n0 W r lu� U; N lilt F gn IL �s»� mvm� m o� DO p 39 0 J y o IL W'c ''� con. ° ;' ° WVM.FDSENGXOM ❑ ❑ ❑ 0 Z O Z N is n Z N ^ , JcJ0 Mr W y LL W C .p wall / c L.(CS m ...__.. U —wE IlJ t U to m I" Q NOG° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT S'T. LUCIE ® Job Information: I..L� O loseass- 'O C to W O m a cn QI � a m � O J LU o J m U) (n L0 L VT —Model Name / Number: 1820 Plan Issue Date: Tuesday, March 16, 2021 KA PROJECT NUMBER: 21-1769 Sheet: i Scol Of. LINTEL. PLAN o SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/(2)'/2'"x5" SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER, MIN. 6 PER 3 TRACK TO JAMB. O 1/2" X 8" A.B. W/2" 0II 5 1/2" DIA. x 8" ,, "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL ; " MIN. 5 PER JAMB. VERTICAL c II ~ SECTIONAL .I ® OVERHEAD DOOR CONT. P.T. #2 0 N �TRIMD SYP2"X6" n o ti , FOR RFs�i "ti j��• •• �S\_o NSF �G 2"x6" P.T. WOOD JAMB n• "'. t �IIp ST86 F N `v ® * to DOOR AND CONNECTION PER GARAGE SLAB GARAGE DOOR MANUFACTURER zl t TE ; w to A TYP. GARAGE DOOR q .eao RL m .•' �� TRACK MOUNTING DETAIL " ° OP NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE F- MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. N sy 1 s m W m10 smS F a '�EOa� L10 �rn LL LL lJi T N S j9 a R'n .1 Q `s"�8 md,ma5 a BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH lit F B� o Zt va O Y 13 - .t-q.. F fI BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) " o ,� °.W �n=nq tow 0F. ¢ O� .� LL FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OR m ' o 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) g £ 5 z a N OW PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT gz§ _ W o SEE PLAN (FOR VENTED ATTICS) PER FBCR 905, 1.1 OVER APA F. s Es o El ❑ ❑ �^'N PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- ,= NNJW.FGSENGLGM /�'� U l (\�i/J, , FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 29 O.C. [RSH] - ON FRAMING SHT. FOR SHTG &FASTENER$, ' o PER FBCR 905.1.1 OVER APA Z g ROOF SHEATHING - SEE SCHEDULE- PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR -- TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR_ (, } Q TRUSSES @ 24" O.C. FASTENERS. _ _ _ _ BRG. HT. m SHTG & : �'-• 1/2" DRYWALLLO a ri TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • ° ETAL DRIP EDGE z I� , TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE 3/4" P,T. NAILER .� zX $UBFASGA (TYP.) FRAME FOR BUILT-UP y � (�I I/)j - — - — - — - — - — - :.�r SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR ul c QX 1/2' DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA /� 0 w -METAL DRIP EDGE 1/2" DRYWALL CURTAIN NAILER n B x a x 16 K.D. 1 x 4 P.T. @ WINDOWS LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" O t/I c CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. „ O-H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. Ln M TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. 3000 PSI CONCRETE H SEE ELEV, "U" TYP.) ALL SIDES i , ( V \ \ (TYP.) FRAME FOR COR- OO p0 NERS FOR NON LOAD U = w E PLANS PRECAST LINTEL �ii as a — r'S 6 1/2" DRYWALL SEE SCHEDULE " a a v p \ BEARING SIDES NAILED I/b. b. b. w = 0 •=f` SEE PLAN FOR HEADER SIZE N P o o ? w/ 16d NAILS @ 8" O.C. ro U o 0 bo bo q \\av nv 4 c was Q N 0b9 MM f \ / QffiON 15/32" OSB EXPOSURE I ON O'H' EXT, WALL W/ ALL EDGES BLOCKED. 1/2" x 8" J-BOLTS \ (1) CENTERED EA. (TYP.)4 COURSE HIGH A.F.F. DAMS. HOMES MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T813 FOR NAIL ATTACHMENT. ( / SIDE w 2" WASHERS \ i CMU BASE FILLED w/ CONCPLY FLORIDA CONTRACTORS LICENSE NO. CRC1330146 (OPTION) STAPLE: 16 GA. 1 3/4" W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. I r NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA � w/ (4) VERTICAL RENF w/REVIEWED (TYP-) HOOKS INTO FTG & AT TOP _ � �. t EVIEWE .� NAILS AT NAILS AT B" O.C. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI OF COLUMN PLAN Al-A1 � ^ 9A� �y A CODE C DE C�09irei"' LIM-1 : , :,,.. 3000 GULFBREEZE PARKWAY h CONC. ALL LOCATIONS H SSHOWNN FOUNDATION �r . ���.' � y- , GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w{ SCREEN FLOORON LANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN w BOCC PORT ST• LUCK E LOCATION OF OPENINGS IN u SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL W/11-10d TO BEAM FOR BEAM SPEC. STUDS ARE REQUIRED). i & TO FRAME BELOW ♦ lob Information: r NOTE; 44" MAX. SAL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW 4 W/ SCREEN WINDOW STOOL n , CEMENTI170U5 DECORATIVE PER SPECS n PRECAST CONC SILL FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4,1 O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL v P MORE INFORMATION). SEE TB13 1/2" DRYWALL PER FBC AND ENERGY FORM �� EXTERIOR FINISH - SUBMITTED WITH PERMIT ,r ON SHEET 6 (SEE ELEVATIONS) APPLICATION FOR NAILING INFORMATION FOR AT EXTERIOR WALL SHEATHING. 1 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR LIJ O n 01 R-13 INSULATION WOOD FRAME WALL PER FBC P.T. SYP. BASE PLATE x 17" IN CONCRETE - 25" 1 x P.T. EXTEND 530) ABOVE ' E COPY + Z5 M M .� AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN /2 8 (ACI E BASE NAILER SIMPSON HETA20 � 3 WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. END SEE WS07 SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN Al Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO COLUMN I � OR 4x4 POST w/ 2x4 UNDER MIN, 6" FROM - WOOD BASE— — -� POST (� EACH END OF BEAM FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR , ( O J w � o FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP of SLAB , NOTE: 2 X 4 P.T. PLATE LO LL J m U) V) - * W BOTTOM STRAPS MUST BE + INSTALLED ON INSIDE OF ♦ Model Name/ Number: \. GRADE _ _ ] �' GRADE � COLUMN. DO NOT BEND o STRAPS UNDER PLATE. e ,yQ Cyr +> �o b 1820 N PLACE STRAPS IN LL o ♦ Plan Issue Date: CLEAN ^' - 3 Pi SEE PLAN FOR ry CELLS W/#5 REBAR , , o v JI (TYP.)4 COURSE HIGH CMU BASE COMPACTED 41 REE QUANTITIES FILLED w/ CONC - SEE PLAN FOR FILL m A - SIZE. TOP OF COLUMN BASE Tuesday, March 16, 2021 __ I .. SEE PLAN 2'-0" AFF ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE FOUNDATION 16"� FOR FTG REQUIREMENTS PLAN 21-1769 NOTE: DETAIL CD21 / -2 MAY BE SUBSITUTED FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" DETAIL - UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-D" CD22 ENTRY CMU COLUMN OASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS s m m Q LJ �1 (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x.6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D = 0.169", L- 311211) OR EQUAL (D = 0.162". L= 3-1/2") OR EQUAL 1)BD CENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REMR TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG J• FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REC'D. SEE GE05 FOR STANDARD GABLE END FRAMING _ 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 U STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM H 1 4 a' 1E15 FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL IF ONLY (1) KING ><7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. OPENING G.C. TO W O.S.B. INSTALL (3) TITEN HD. W/ 2 - 8d 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(TYP)— HGT. CMU— T,ai osL ro�'a ' HEADER PER LOCATION wo ir-CFF OC. TO SIDE & TOP NAILER , Is II!16" FF � �! • • • • ATTACHED TO • :d NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ROUND/ SQUARE., • BOX 1� , • (I IEND EACH IT, ' WINDOW OR DOOR OPN'G 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) 4B 4f 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W/ Ed 2 112" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THIRD TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAYBE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 71 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'- I * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. JACKS REQFAT PENIN� GS OPENING 2 X 4 WALL I 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) (3) (2) 1 (2) 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ — 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12' O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/(18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTEHEATHING ATTAER NAILING SCHT813 ON ,SHESTUD I ANCHORING: STUD TO TOP PLATE: R-19TION AT EXTERIOR SIMPSON SP4 WOOE WALL PER FBC ,AND Y FORM SUBMITTEDWITHIT APPLICATION 2 X 4 SPF (WHEERIOR WALL IS AT 15" O.C. EXPOO INTERIOR SPACE).T. STUD TO BOT PLATE: SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BCLT @ 32" O.C. 8" CMU WALL NF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=1'- WOOL PLAN 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 TBEAM @ RAISED ENTRY MASONRY WALL N.T.S. REVIEWED FOR CODE COIMIPL IANC�, ST. LUCI�E/+C�mOUN TY IL BCC � FILE COPY > Q N SF s J: ` 4' N: aT86 No o- SIP %ate' ;�� q •� `° DO a s o N 00 n 00 ko W W CIL 13 3Lgk$a111� mze 919 0 ¢ N o g�W U ? N o € 3 RE VV WW.FDSENG.COM ❑ z o _ o Z ■■■//////�•�■■■■U)■ N Q Wh QN Q N Q V I t�!9 z� j N W N U ro v -LL w a � c m O V) 6 � u Rio U 05 0.2 r��. ,� DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O z �Ln O Ln W N O) `N III to aa0 M m z t-�eUm 1-1 O J Lu :D a Lo o IL J m Cn 07 V1 Model Name / Number: 1820 Plan Issue Date: Tuesday, March 16, 2021 ♦ KA PROJECT NUMBER: 21-1769 Sheet: S 3 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF09 I WALL HEADER DETAIL N.Ts. TYPICAL WALL DETAILS MAX ' 2X4 #2 SYPI3LK'G @ 16" O.C. W/ 9^ UNSUPPORTED *DIAGONAL SPACED AT 20'-0" O.C. MAX C (2)16D NAILS EA. END. SEE [RSHI SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS.[rBLWG F> 9" 2X4 #2 SYP TO BE LESS THAN �� (MIN. FIRST 4 BAYS) @ 16" O.C. OR EQUAL TO 450 MINIMUM 2°x4" 8d NAILS @ 4" O.IF> 9" CONT. 2X4 #2 SYP W/ (2) .C. 10D X0.131 0 8" O.C. EA. SIDE CROSS BRACING .'•� - WALL AND ROOF ' (SEE PLAN FOR , ";,-.- - ! SHEATHING SEE TB13 LOCATION) s. BLOCKING FR SPECIFICATIONS 4YPLBRACE FOR 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. THEN 48P O C. DER NRIDGE GE GABLES 6'-0R AND ACE TALLER. 3.12d 0 EACH END & ROSS(NOT REQ NG AT 45 ANGLE. ATTACH L BRACE W/ ID WHEN GABLE IS 12d NAILS @ 4" O.C. - i - 4'-1" OR SHORTER) RACE CONNECTOR FROMTEN (1) SIMPSON 10 GABLE TRUSS CONT 2x4 SYP OR SPF SPANNING (4} ' TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.G. (3) 12d , - W/ 3-12d TO CHORD BAMISN LOCK/PLATE NAIL GABLE ETE TRUSS/ PER JOINT _ f� - _ 2x8 .T. PLATE 16d NAILS ANCHOR4" O.C. CONTINUOUS LATERAL BRACING- AT 48" O.C.MI.BOLT NAIL OVER X46RACE AS SHOWN ) 2X4 SYP OF}TSPF BLOCKING — 4 BAYS AT 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS BETWEEN FUSSES @ 48"KNOCK OUT COURSE XSRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3)12d CD TRUSS w/ 372d NAILEND MASONRY WALL ' TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE T613 FOR ATTACHMENT TRUSS w/ 2-12d AND 1 OVER JACK TRUSSES, SEE TB01 TYPICAL CROSS BRACING DETAIL N T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON 1/2" NAILS PLAN. , FASTEN (1) SIMPSON HGA1O 0 48"O.C. w/ 81/4"x11/2" y``�\TUN4rrrr4 P ROVIDE 2X4 MIN. BLOCKING AT END WOTO OD PLATES GABBLE M 2x4 BLOCKING w/ 2-12d TOENAILS ``��Qp,O ION....R SIDS NAIL TOP OF "T" a / TO GABLE TRUSS w. 2-12d ,". \CD • �c' F ��: NTER LINE OF HIP/RIDGE, TYP, FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ . J ; \. TWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS = No BT 864 ORo"cH ENO To rRuss TOP @ WOOD FRAMED WALL @ DUTCH GABLE ' N �� TA OF RUSS ALTERN TO BLOCIUNO PRE-ENGINEERED VERLAP TRUSS BRACING N.T.S. 'sue°per •.F R \Q: GE01 GABLE END BRACING .. WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP °°O°iS I i� P�'� �• TRUCTURAL PACEG.T.- SHEATHINGADD 2X4 ALONGSRIPPED 2X4 SYP #2TOPCHORD WHENAIL TO TOP CHORD TO PREVENT SHE"' - - OF HIPPEDTRUSS W/ SPAN FROM EXCEHlp 12d NAIL @ B" O.C. MAX 24" SPAN (EG.TSIDE OR BOTH IF (2)12D NAIL MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SfPP OR ; _ N S Loi SHEATHING - - SYP TRUSS BRACING ® ti 00 r- SEE *SPACED AT 10'-0" MAX g g gFin D u0 00 100 r PLAN Q � * * * qL,.9V8��m li LL LL AtV 8 2X4 BLOCKING �`�oaHIP TRUSSBETWEEN TRUSSESa�EGI.XA:A �RZa°sA Wtm5-S g ° E TB04 TRUSS BRACING OVERLAP DETAIL TB03 HIP / RIDGE BLOCKING DETAIL N.T.s' () N.Ts. " Fg$'X� u m O � ' W�� g m a ?s1o a `; 8 ^ 2 0 8 s ° N ❑ ❑ ❑ PEI z g TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPS-2014 .(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OFACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OFSHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M Z TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OFANY Q) CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT � Hy EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING IDB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL 111 LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. O we` 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. •C) 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT O W ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Ln 6. PROVIDETRUSS BLU OCKINGATALLTRUSS BEARING SUPPORTS WHERETRUSS DEPTH EXCEEDS STANDARD HEELHEIGHT. b c SEE TYP. TRUSS BLOCKING DETAILS ~ E — ) I� SHEATHING = Opr tl MqIT 3 TO 4 TRUSS 4 AS SHOWN d 00 N O 40 �11 TRUSS SPACES ALTERNATE DIRECTION RUS DAMS HOMES II I I VERTICAL SCAB 2X8 #2 SPF 48" O.C. - W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS 12} NAILS ��^ OR HCLR/LL IN PLACE OF (4) SOD B �j ON. TO EA TRUSS REWIREDO RAFTERS OR EAT ER THAN B'-0• - REVIEWED E--, FLORIDA CONTRACTORS LICENSE NO.CRC1330146 COD CCA IPl Co. 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OUBLE TOP DOUBLE �+ a p r, *.' PRE-ENG. TRUSS SCHEDULE FOR SHEATHING DETAILSCOUNTY DIVISION LOCATION: PLATE SECTION B-B TOP PLATE eiT. L.l3IE V6.AN X Tu 2x STUD WALL VARIES w ROOF 3�� SLOPE BOCC PORT ST. LUCIE ♦ Job Information: DOW. FRAMED RIDGE \ \ 2X4 SPF BLOCKING / MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ / (4)12d WHEN IT LANDS SPF 4W O.C. W/ (4)12d \ BETWEEN TRUSSES / NEXT TO PRE.ENG. TRUSS LNG. NAILED 0 EACH TOP & BOTTOM OR HS OR \ \ @ 48" O.C. MAX. SIDE W/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d R REQUIRED w/ (2) MTS12'S REQUIRED& RAFTERS GREATER TH"\ 2x4 SPF BRACE \ -NAIL w/(4) / COLLAR n1E \ \ 12dd A AT EACH END & EVERY 3rd \ \ ALTERNATE DIRECTION SHEATHIN RAFTER \ \ 2X4 BLOCKING BETWEEN CB BEVELC S \. TRUSSES W/(2) 12d wuLs ovno ) TRUSSES o U7) 0 EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #iX31/2" / / / / SEE PLAN w �t DB WOOD REW EACH TRUSS ALTERNATING OR HS 48.O.C. 0, M BLOCKING \J PRE -MG. TRUSS \. / / ' " .i �i V�D Cali CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ H _j U e-I OL e \ USP M P4 0 ( ) J m to !n 2X4 P.T. BLOCKING BETWEEN " N ENTER \ \ / / DIAGONAL W000 2x8 #2 SYP RIDGE B M 2 -0 0 C d Lo TRUSSES W/ 12}12d NAILS l4 AT B'-0' TRUSS \ A/ 2X4 SPF BLOCKING EACH END MAX 2x6 RAFTERS @ 2'-O"0 G. Y. \/ BETWEEN TRUSSES ♦ Model Name/ Number; MAX. w/ (3) 12d COM ON @ 24" O.C. MAX.w/ TOENAILS TO RIDGE B cL WALL BELOW 2X4 RAFTERS FOR SPA S LEs3 THAN / , /, (3)12d EA. END (TYP.) 1820 (SEE PLANS FOR TYPE) 4 Fr 0 2'-0" O.C. MAX / (3)1oD SEE PLAN ST EL MASONRY COMMON TOE NAILS T RIDGE'$EAM 2X4 CONT. AT STEEL OR W000 ♦ Plan Issue Date: T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Tuesday, March 16, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE ♦ KAPROJECTNUMBER: INFORMATION SHEATHING 21-1769 2x4 S.Y.P. Sheet: S- /� Of: @ 16" O.C.L�i TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL NIT". ROOF FRAMING AND BRACING DETAILS j I. j c THERMA-TRIO INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE am 6" 3" 0, 3„ 3n 3' 3" 3„ III III E I 3n 3" 3" 3 3" 636 DOUBLE DOOR W/ SIDELITES 2A (E m in 6" iPACE :VENLY i" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 17-0 9 1 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. ® —TOP OF SLAB 00 Z I -II III P'. f Ir - Ir O z I - pie°I 16" MIN. DIAMETER — !' _ V A I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. SPACE ate ................. SEALANT L E NAIL SHINGLES W/ It OR 12 GAUGE ROOFING ��i!�� \ \\ K • NAILS. 3/8" MIN HEADS. 8 PER SHINGLE. aooea 0 den H'PUTa" lea ffiG0,ae 58` AIMC'"g Opcnae � ake met 1ge 12 2B" i Save 7" Places to use In 5m5S. SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED A7 ALL LEVEL VALLEY I 1111AT[nhd.R —. 6" X 6" H GALV. WALL FLASHING CONT PLASTER STOR ROOF— SHINGLEE W X 8" H SAW. FLASHING CONT. ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6• ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL FLASHING DETAILS 6" HOR Z. NOTE: THIS DETAIL IS REQUIRED HING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION EVENLY INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTAICH M ENT N.T.S BUCK STRIPS - J 4 (DEPTH OF WDW FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON"SCREW THRU THE W'DOW FRAME INTO MASONRY " • • \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S �Ajl 1.1000 SCRFLI! BY OTHERS_jIlIlIN :. PERIMETER CAULK SRI BY OTIHE i$ O.A. WINDOW' HEDRHT EX-X TNTERTiOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S M5.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND GAMES OF WTGIE ROOFS. OVERIAP TO BE A MINIMUM OF 31n (78"m). SAVE DRIP EDGES SHALL 0700 idn BELOW SHEATHING AND DOEIYD EACH ON THE ROOF MINIMUM OF 21n. OMP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED ERHER OVER OR UNDER ME UNDERIAYMENT. IF INSTALLED OVER THE UNDLRV,YMEM, THERE SHALL BE A MINIMUM 41n WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE, OmP EWE SHALL BE MECHANICALLY FASTENED MAKIMUM OF 121n ON CENTER WHERE THE Vasa AS DETERMINED IN ACW WCE WITH SECTION R301.2.1.3 IS 110 MPH (177 W/H) OR GREATER OR THE MEW ROOF HEIGNT EXCEEDS 33 FEET (10.0%mm). DRIP EDGES SHALL BE MECHANICALLY FASTENED MAXIMUM OF4INCHES ON CENTER j "r„_ installation Ins11- Lions For All Fixed Windows With Mounting Fin Includes all of the following series: �ke 111. m: ,. r, nnr ; w , r,in" 625 / 8251 AZ15 / FL15 / AZ30 / FL30 / V1500 / V3580 / V300 / V380 VT200 Vr280 G02000 1652080 Prestige 662 / Prestige 882 / LH10 HtiSNnnum FasYner Spatlnp (Iambs, Head aid Sill) Wall Framing; #2 Sauce/Mne/Fk Fp-„1,-._ e" .t;K—g—+9 F.-. �"__•'{._.. B -. ,.-9':..I weetlu .SINmne Screw L�JL�—J #a0 �ft renlmuM PeneOatlon GsghroMad 1 Ve• —I- NMurdrg Fin' - Close Section View Bereft Vim of. filed N4dar Minimum Silicone blamor SNeatldip — - — Note: We strongly rarommend the on ofl/asn/ng and/prAashMg tapes and WI/pans as stated In AS1M E2112.Ot Horvaw, drre to varlar/en M codas and hdM/rrg type;, It Is /a& UP the and uaarW deh rmhro MeproperMOMMOVOn ofdxSer /rams.. LEAVE TrueewBLE wtuP ow Be meeting your wlMowr� lox Wrap may a a Paned: back. tar mspeaien; but please re-sam the Map W prmw the blod's from scrsiries and other damage until cons"lan IS completa. Rep 1 Measure W be sure the opening is 3/8'to 1/1"sorer VMn the window sift bah .ItkAtt and h Ufty. ° You may ash to pre-dri0 Me IMtallathm Rota N the fin M Mk time. die nc/ud hall M me man All AS Melut m Rep2 Appy a gerrerous Dad of silHnrre W the badxide d Me mounting Rn. Use enough salmne to sdfWeid, fill all Vold& beMeen the fin and the wall Sheathing. Rep 3 lro ft wndow mm Me operJM Rom the onside. The window s sbekd "IRSIde" and "outlde", drt NMae keels Dane ban removed, the lezi bad should aha be retie irsWe d the building. Rep 4 Ilsmll shims under Me sill, adjusting tiven Urdl the Until s ppmlb in the Opener. Shims should be installed under the Six every 2 feet. The window should be basiral centered in Me wfth no more Mm V a betswa Me window and wall hearing. SSFS Irataaa#10z1-32"saer, 9" Ran Me corner Offt fin al each and of the head,sill and bald iambs. steps InSt011 Me re amIN fasters in E° increments from the can Sr strews N Me refer d Set Frame member. Use Care cotW wSe- b0tenthesaew,and aalthemtmoughthefin. Also. mMce sure the mews In stra' ens do not Cause Me /mmeto bow. Wan: heWng Should be a minimum of #2 SmuWPinefiFir. Famixers sWuld be#10 soetvs of sufficient In achieve 1-3/8" abon Map, ft wall and no IM than 1/2' from edge framing. Fastener entitle needai m'T 2lde orha90adlleve 8" spffiI Le M d Forma McHMet 10° 19' 26" r4- 41 Sir tar ,66" 74" ar" 90" 96- NumberdFasimmrs ,I a. 4 S 0 7 e 9 10. 11 12 11 7 RemoVe excess wftm ueeze aa" ham around Me On and Imam for MISS p nSes. Use Salome to fig wilds. StapB If lobed, a tam Inwstbn ern be applied W the kfttlor gap betweert the wmtlaw end wall framng. (f eppaea, Mk must be Me NONEX DINGlYPEFDAM. Sty 9 'Since these Windows am tYpiaay used in roans with high Rtdslure, le; bathroom; d s recommended dmt the m error gap between Me wmdam an! wall framing also be said with aakwne and Wolad ad as not to Interfere with the asunation d walMoard ble or Van. Step 10 Once all constructs s complete, rename the bubble wrap from the media and outpde d the window. If nenssay, dean the bkadcs with a mild M and warm water u a MR Cloth. Failure to follow these procedures will void any and all warranties. GENERAL I OTE: 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 Approval # Pressures Method Roofing: 1st Choice DADE COUNTY APR TKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL30310.1 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 COUNTY APP. Product I c. "Off -rid a vent' E N 4" I M ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905 1 1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W7 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x8" "J" BOLTS FL16546A 2nd Choice +30.0/-32.0 CLOPAY 8x7 FL15279.84 Swing Doors: 1st Choice +67.0/$7.0 THERM TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.12 67.0/$7.0FIBERGLASS THERMA TRU-CORP. SOLID FL20461.1 DOOR FIBERGLASS DR BE ATTACHED WITH 3/16"X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) y� p REVI V `a-"'L' Sidelights g THERMA TRU PLAT PRO FL20461.2 FL'15215.2 SlidingDoo CODE CO _Jr 1st Choice MI WINDOWS & DOORS SERIES0 SGD E IEre 20rced ST' wCIE '4 9 BO h I e MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL35332.12 Windows: 1st ChOICe +40/-50 MI WINDOWS 3540 SERIES Twin Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FL 1767619 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) WR INSTALLATION THROU6HI2x 96CK USE 8 WOOD SCREW OFBUCK. T LENGTH TO ACHIEVE 1§6" INCH MINIMUM EMBEDMENT FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES Single Hung FL17676.2 (On) IN WOO IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCR 1 1st Choice MI WINDOWS Mullion 3 16" T IN ANCHOR WITH SUFFICIENT LENGTH T ACHIEVE A 11q M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 ul'o EDGE DISTANCE Fixed Glass: 1st Choice +50.G/-50.D MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R$ WITH MIN. JA4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. To PROVIDE 5/8" MIN, EMBED. INTO WOOD BUCK. Soffit: 1st CholCe +66.0/-71.6 KAYCAN LTD Standard vinyl Staple of length " on center in direction FL16503.4 R5 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl)10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -145 FL12194.2 Hurricane Panels: 1st Choice Dade Coumy App. " ALL ANTE I A SHUTTER &GLASS 24" Ga. Storm Panels 24 GA. STORM PANELS FL16293 R3 I have reviewed the above components of cladding and have approv@U 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: ,�tt2lthrlE"a� , TogR''. E- N S F' • FSA I •./: No 87S64 M �• gTAjE 8 °So ON cO LLOO mr 3 ib3 m c ti 8[i iJi IJi. UG � m WNDWS 6W. a gg Qov�C sl `� W N [3m zVA1z�0 $ 5EfiI Zm rh ¢ c- F. 0 E@2 RPc z o Ir to 0 U J c) o sa'fli 9 ffi • 0 WWW.FDSMG.COM ❑ ❑. ❑ 0 a° z PD z S 5? ar z a vi — to Z N M tV W o� c U — tD W V) U —NE m U �Vs c �o�0 a =0 140 ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: Job Information: 0 W O J LU :D J m (1) (n ® Model Name / Number: Plan Issue Date: Tuesday, March 16, 2021 KA PROJECT NUMBER: Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSI) FLASHING REQUIREMENTS MECHANICALLY FASTEN As FOLD UP WEATHER BARRIER WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW - NECESSARY IN CORNERS THROUGH RESISTIVE TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS R703.1 General. Exterior walls shall provide the building with a weather•reslstant exterior wall envelope. The exterior wall SELF -ADHERED FLASHING DOO ROUGH OPENING TO BE USED. envelope shall Include flashing as described in Section R703.4. `WEATHER WINDOW UNIT AF RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER s WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE E)(TERIOR SHEATHING SELF -ADHERED FLASHING 314"0"BEAD BY LAPPING DOWN ADHESIVE OF CONSTR TO BE APPLIED UNDER 0.3 In : 12.0 In SELF ADHERED FLASHING required by Section R703.2 and a moans of draining to the exterior water that penetrates the exterior cladding. - OVER RIM JOISTAND UP THRESHOLD WALL BY 61N. UP JAMB,6". OF DOOR AND RETURN USE LIQUID NAIL BRAND (0.6 Cm: 30.5 Cm) SELF FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 1ri 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 wM..•"mow"v; OR EQUAL WEATHER PROOF CAULKING -ADHERED \WEATHER asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the EXTERIOR The No.15 S LF-ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive battler manufacturer's Installation Instructions- asphalt test or other approved water -resistive RESISITIVE CEMT. FIN. PER FBC-R CURRENT EDITION 703.7.3 ( ) barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a described BARRIER SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as In Section R703.1. UNDER DECKING SUBFILOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required In Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based Sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions providesa separate continuous installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather RI JOIST Refer to the number marked as in each detail that corresponds to the arrier is planted between thingla resistive barrier above header to allow for flashing installation BUILDING numbered items in the list of instructions below: a water-resistivebarrier that Is pplied over wood -based Sheathing a water resistance equalto or Exception: Where a 2. Self -adhered flashing plus head flashing under weather resistive barrier t 3. Fold weather resistive harder back over head flashing and O ' PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps reater that of inutre Greve and isseparatedfrom the stucco ng, substantially nom intervening, -absorbing layer or designed drainage space. seal with tape 2 0 2 O 3. Selfadhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved metal flashing, vinyl flashing, selfadhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NTs SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW WPO1 SELF -ADHERED FLASHING , n' ryry P OG CEMT. FINISH SILL/ POTSHELFI CHIMNEY SHOULDER [YWV scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK -SECTION A V V 5. Remove all release paper per standard installation instructions and AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" Minimum) with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid,applied membranes used as flashing in RUBBERIZED ASPHALT EXTERIOR SHEATHING EXTERIOR SHEATHING 3/4"-1"BEAD OF CONSTR. NSTALL SELF -ADHERED RUBBERIZED ADHESIVE ASPHALT 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be Installed at the following locations: rr tfttll IIIr rr ADHESIVE TO BE APPLIED UNDER LASHING JAMS &HEAD ADHESIVE ADHEREDFLASHING 7 may Vary, adjust folding of the flashing accordingly to fit t p.O O ... THRESHOLD OF DOOR AND RETURN LASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND LANGEDWINDOW SELF tight 0 COmOef ,,�ppQ ENS REFER TO TECHNICAL LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING SEE DETAIL WP01) l;{ SCORED 8. Mechanically fasten as necessary 1.Extedor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically � v: •' COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed,NO B786 , in accordance with one or more of the following: C is: it SELF ADHERED ELF -ADHERED FLASHING, END M 6" � FOLa1NG SCORE (BEFORE 'O RELEASE PAPER TO EXPOSE ADrlEslvEassaowy0 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the �'O ; Of FLASHING LLYFRO VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing g7 °: TTOM OF. instructions or details ate not provided, pan flashing shall be installed at the sill of exterior window and door openings. P , a a HRESHOLD + MECHANICALLY FASTEN AS CORNERS THROUGH Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive battler for subsequent drainage. using gOpenings g pan flashing shall incorporate flashing or protection ...... �si'i� "" tS R SECTION -A NECESSARY IN SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional all `t�P 13 trilrttl (SEE DETAIL WP02) 1.3 In accordance with other approved methods. SELF -ADHERED OO 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. FLASHING V 2 or z 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING projecting lips on both sides under stucco copings. NAILING FLANGE 1 4 2 ® SEAL TOPS OF JOISTS t 6 3, Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. g i • w pm m ` DO NOT FLASH OVER - 8 UNDER DECKING 2 7 I F a e 1 W BOTTOM NAILING FLANGE (SEE DETAIL WP07) \, S. Where exterior porches, decks or stain; attach to a wall or floor assembly of wood -frame construction. s OD g a "1` FLo 00n FLASHING G. At wall and roof intersections. g $ 1,- ,..a SELF ADHERED FLASHING tj n /P®A 4 SELF -ADHERED FLASHING �A/P®� SELF -ADHERED 7. At built -In gutters. �� $1 p N a ma fim HALF ROUND WINDOW W �/ EXTERIOR DOOR WITH DECK �/ V INSIDE CORNER v 40 w �+bi `o a �gix@ a.61g1 a 3 yc ga Eo, 0 Zr�m Z Y Y 3 SELF -ADHERED FLASHING a DECK PROTECTOR - - --_--" 7/8" Cement Plaster 7/8" Cement Plaster in with s aF accordance • Z J m V"� e p M 0 > _ SELF DHERED "• v�mn.FosENc. CON ❑ ❑ ❑ f FLASHING PATCH .. Felt ticked metal Felt backed metal .. .. .. ... .. ..", lathe m accordance tithe in accordance - - +n SELF -ADHERED FLASHING x withASTMC1063 with Z' o - o Z ._ DECKPROTECTOR Building Paper Building Paper z y r 7/16" O.S.B.7/16" O.S.B. n % sheathing % sheathing sheathing _u) DOUBLE SINGLE JOIST SELF FLASHING ' + „ ' . Metal Keep top edge of weep ed �� SCr .. a to O J cq JOIST -ADHERED SELF -ADHERED FLASHING 1 j -- 1 "j'""••ey, ,"-. ,. it Flashing - ' 2" below top Of W. ((S 2 1 31 /7' block Unperforated _ �0 -- 3"rdIN lange 7/8" Vulcum w CA �' 4 bottomuk M -: Weep Screed joint my iRi V, -9 m n ._.�...._ 2 5 FLASHING _ APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ( ) \ p Maintain Metal FlashingIS Botto Weep Of 3-1/2" Unperforated Weep Screed Flange 7/8" Weep Screed E w = `0 ° �'I i =I a _• � M q y � " SELF -ADHERED FLASHING \ p /[�®� SELF -ADHERED \ /� /�® V V ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE �/ V I- P09 1 to 2° w -tl= \H0.8362x;DECK JOIST v �(r OUTSIDE CORNER INSTALLATION OF THE BUCK/RECEPTOR. Above Above Roof 1/2" Cementftlous ¢ " ° °D Sheathing Decorative Finish i DA S HOMES ', ,a•, ,•o� All Inside and Outside Comer WIII FLORIDA CONTRACTORS LICENSE NO. CRC1330146 - O need to be miter 3000 GULFBREEZE PARKWAY EXTERIOR WIN OW UNIT cut and caulked all GULFBREEZE, FLORIDA 32563 CEMT- FIN. Cement Plaster e. a.y butt joints need to BUILDING PAPER SLOE in accordance °• 4 ° becaulked using o, DIVISION LOCATION: PORT ST. LUCI E SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.31 :12.0 in (0.6 m : 36.5 cm) 0.3 in :12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor Job Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement 1- r- SELF-ADHERED FLASHING P`:hCOP� Z o , Block w n 0) Wil RI LATH 2 1/2" Perforated c m o. Flange 1/2" Weep > 0) c lao BUI INGIPAPER _-- BUILDING PAPER Cement ' Screed m �% a Plaster over block ' . ® _J LU Z 1st floor Lo l2 EXTERIOR V Model Name / Number: WINDOW UNIT CEM . FIN; Slab Install bottom edge of weep screed 1" below 1820 finish floor ® Plan Issue Date: Tuesday, March 16, 2021 OPTIONAL DETAIL 2 2 ® KA PROJECT NUMBER: 3 s 3 O Note: 21-1769 The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL Sheet: SELF -ADHERED FLASHING W P ® SELF -ADHERED FLASHING W SELF-ADHERED FLASHING \p /P CEMT. FINISH PARAPET WALL V y SCALE: NOT TO SCALE the Weep Screed. WATER PROOF CEMT- FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL f DETAILS 5" bath duct to roof cap w/ standard 70 cfm bath fan 42X42 A/C SLAB BY BLDR MIN A/c 2' FROM WALL PAD soa 1tz a= ' 91 " (AU4 L OPLING, f1'3 VAL;L?FA . LINCr' VAULTED Miup G /120 5 bath duct 12xl2 rag 1. -lwcd to roof cap 33 ---- ------ ---- -r" _ w/ standard 7 14x8 1wed -R I�7 8 ,% _ cfm bath fan - 220 10" iW .F�ID s ----- 16X16 Y Hp-t x 9 1 x16 rag K „ u .. ti '— r pn i � �i} iLT'EL14Lii 25, 14x14- i f 4„ _ i � F afro' a-a;_iuG ' "� � fl --- I 14x8 1w d a�Aa 13 t - _� - - -� - ------ x10 rats Ox6 1 wcd v ' T-LO WL04G 10x wit 1 60 �ti 6., 75 ' r --- 14» u � biW N`u3 V TED CFl.- { �`' r -1 1, 'i i .Twa IS 1; - - - - - -- f ' 2418frag r• i 7 -.. ' i�LJIi�i7.351�F '�OOidl ad' VA::LiEG 8" i VlSiLTEDED CEiLEf@C 1418 1wcd K 4" dryer duct r -1�210 „ '14x8 lwcd to roof cap — 160 Ts w/dryer vent box a1aTaR - , fa'acu; w y it•I vAli 91, _ _ = 12x12 rag - --- � E < � ' i 2 • CMG -,"'X4 lwcd .rr ill 45HiLi I 7" A EQYLROW x12 r E � W. 0 te' aaurtcT E , - �--I Oif LMM +� \ VAU TED CE]UNG -- a'gK*.AC.UUq; 'uTsu XAM, '-�-,'� AD INVERTED 12x 1wcd !. 110 "AR -GARAGE ;asw .�f FART Al `` Ur K �E xa• CEIUPi(a F01 WOFTXVaI3 sz ---- Ay F R ODU ACL49AD 19 3YL1 me RS 3.0 TON W/5KW 0240V 1 PH 18xl3 plen scale :1/4"-1'0 platform by bldr NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 FLOOR PLAN ALL ELEVATIONS Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. --7 O cz _ - O Q 0� 0 U � � �o O s VJ W 0 VJ W LU ry a I REVIEWED BD FOR w CODE CC PLSR1 C.. Z ST. LUCIE COUNt 0 BOCC 2: F-- O 0 _ _ w U ~ ® Q \t��yj, S S O l� ® 111 I a00G\®�. -It - FILE C ' Pa - N m LU .. > Z Z 0 LU — Q i.— C) M Q of AREA CALCULATIONS ��� W ryJ LL J V ! i gt FILWI 1820 S.r. Rating TOTAL UVM (ACI 1o30 S.F_ GARAGE 596 S.F. COVERED ENTRY (SASQ 56 S.F. COVERED PATIO/LANAI 1397 S.F. ?•ML AREA UNDER ROOF 2819a'.F.