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HomeMy WebLinkAboutBuilding PlansISPECIFICATIONS: STRUCTURAL NOTES: _ STRUCTURAL I I INDEX CF' D� I OS TERMR318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, - BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRE 2 5% AIR ENTRAI IVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 MENt, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1% AND HAVE TO FLORIDA FIRE PREVENTION CODE TTH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS E 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" DS OF ALL TOP BARS OF BEAMS. OUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NATIONAL ELECTRICAL CODES (NEC 2017) NFPACONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EAR 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM H OR 11/2" TO FORM U.N.O. 1064A/ 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) BULL ING C SPECIFICATIONS FOR STRUCTURAL CONCRETE • (ACI 301-16) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS OP 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHA GRADE TO BE MIN .75 LETS OF FIBER PER CUBIC YARD. LL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET. ASTM 615, ASTM A70 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FORFOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION NOTES: REINFORCING SHALL BE POSITIVELY SUPPORTED BYTEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OFTREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-0OR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORI G ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL-AAF-20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL 1. CODE REQUIREMENTS: IT THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUUTTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGT 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 C 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. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (fm = 2000 PSI) 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 C476-1 0 WITH A MAXIMUM AGGREGATE SIZE 0173/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS R703.7.1 LATH. OF 3000 PSI SLUMP S" TO 11". CONTINUOUS MASONRY 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHAL INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. L BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOFTRUSSES* LL/360 TL/240 COMMME14TS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHA L BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR )OFT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2- LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) ** LL/360 UL 360 TL/240 TL 240 STAPLES, SPACED IN ACCORDANCE WITH ASTM 01063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSOS ON LINITEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES BEAMS / / LL/480 / TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND EAM.',PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR ]-JOIST*** *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL SE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER 8. TEMPORARY BRACING AND SHORING OF WALL TO AS A STOP IS PROHIBITED. PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. ** * 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 WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL 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 WOOD CONSTRUCTION SHINGLE METr TILE HEAVY OF THE TYPES LISTED IN R703.7.2, ROOF (PST) ROOROOF (PST) ROOF (PST) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALL END BRACING) SHALL BE EITHER AS SPECIFIED IN , SH R WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE LAN R DETAILS: IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL R703.7.3 WATER- RESISTIVE BARRIERS. SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER TOP CHORD LL 20 20 15 20 25 WATER -RESISTIVE BARRIERS WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRU RAN: FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 BOTTOM CHORD LL*. 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 INTEN ED 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 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY 3. ANY WOOD FRAME INTERIOR BEARING WALL STUD F THE',CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS THAT' HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 SO DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMB 4. MANY OFTHE NEW PRESSURE TREATED WOODS U NG LINT ES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O.. E CHEMICALS THAT ARE CORROSIVE TO STEEL IT IS THE CONTRACTOR'S RESPONSIBILITY TO TOTAL (PSF) 37 45 55 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, BOTTOM CHORD LL (OPT) RT03.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-8 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 50 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL S. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH IItARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 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 PAT 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PA 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWI ERNS. G MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN INUOU SAND TERMINATED AT PENETRATIONS AND BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS PARALLAM COLUMNS: 1.8E Fb = 2400 PSI ELI'' 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHgnR (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OS FLOOR SHEATHING: T&G AC GROUP 1 APA RATED k48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING VINYL FLASHING SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED WALL SHEATHING: 7/18" STRUCTURAL I OSB EXP d A MINIMUM 1/8" SPACE IS RECOMMENDED BETW D OSB EXPOSURE 1 S R 1 OR 15 32" RATE E U E / EN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMENTS: 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 0,0rT t qs��i a P fl �_3: N 786? �•* 0 Cr i TALC O c•I, ,��d PL SS100p . 7jB1ltIY93b�` N m c N 3 to v 0 P SP 0LO 00 1r0 O 8 " "m 0i Ili & €� o N2o Br : w 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 (PST) PLAN -� -EC Ip f;' a INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) 'SEE FLOOR P" N F ACTUAL PRESSURES 1 SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRU$SE(S 2 m 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SE Lj BOTTOM CHORD DL 5 (PST) Q IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER BUILDING STRUCTURAL FRAMING COMPONENTS. - SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRAT ION STRUCTURAL PLAN ES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSm 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.. C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID-APPLJED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMENTS: g - z 6 3 a 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 AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) Z 8 a 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQTT 100 (PSF) .111 $ APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE BY LIGHT STORAGE 125 (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. •EXTERIOR WINDOW/DOOR OPENINGS. � TO THE SURFACE OF THE EXTERIOR WALL FINISH.199, v � ww+u.rosawc.coM � � � • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES N READING ROOMS 60 (PSF) • UNDER AND AT THE ENDS OF MASONRY,. WOOD OR METAL COPINGS AND SILLS, 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIG ED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) Z o M '- • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL Ce HAND RAILS (d) 200 (PSF) ' ,. Z cw CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTUf L.ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) G F. • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE AL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING. 40 (PSF) .� �..� • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF} " rl y STAIRS 40 (PSF) - Ln UPLIFT CONNECTORS FOOTNOTES ' U M 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d THE TOP. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG y 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 w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ, FT. MORE INFO. o w 2 Ln c FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: Ln U E _ 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS M".yL'� BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENIT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed in the tltleblock of these u+ s o $ ADHESIVE BINDER FOLLOWING ALL MANUFACTURE RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed '- 0 I PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS. ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to c N i d 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 ! m 4 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. .the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPO TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: DURING BOND BEAM POUR. undetected and not. reported to the Designer / Engineer prior to DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE ( ) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE to the TO FOOTING). CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE Information found in these documents) Any questions regarding the 4, MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) iA"x 2'A" TITENS TO Information ssur a ce Manager in these plans should kc directed 11 our Quality FLORIDA30000NTRACTORS LICENSE A CRC133Y 6 LBS USE 2 MTSM16 FOR UPLIFTS LESS THAN 1720# IF CORNER STRAP IS 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 Assurance Manager immediately. No backchargas will be considered MASONRY AND (7)-lOd NAILS TO TRUSS FORUPLIFTSI S LESS THAN 8 0 ( () ) TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON H AM10 w/ (4) 1/4^ x 1 1/2" SDS SCREWS AND (5)1/4^ z 2 1/4" TITENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement r the De signersEngineer without advanced --I notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED R 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 nMEFOR ANY REASON. payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2NO FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. V1 Job Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6^ EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. _- REVISIONS DATE DESCRIPTION ------ -- ---- s a --------------- 0 DAMS HOMES LLJ y -- _1 Ot Northwest Florida) > 3 z H`�000 0 OJLi.Iz) m o JmU)U) Ln L2 Tj Model Name / Number: d000 GULFBREEZE PARKWAY GULFBREEZE, G LORD DDA 32563 aln( - �a y� 1780 Was REVIEWED FOR ♦ Plan Issue Date: sopffinalnCODE COMPLIANCE Wednesday, May 12, 2021 ST. LUCIE COUNTY ♦ KA PROJECT NUMBER: MIDDEL 1780 Br <J 21-4894 Sheet: Of: COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: (MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR'MEAN ROOF HEIGHT :5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA IAND SUCTION (PSF) AND SUCTION (SQ FEET) (+ VALUE DENOTES PRESSURE �) VALUE DENOTES SUCTION DIAGRAM AREA O O5 t+) 27.6 (+) 27.6 10 -) 29.9 (-) 37.0 r+) 26.5 (+) 26.5 20 j 28.8 (-) 34.4 O 50 +) 24.8 (+) 24.8 4 (D I-) 27.1 (-) 31.1 © 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (") 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" z 7'-0" 1 16'-0" x 7'-0" 0 51.3 (+) 24.3,(+) 23.3 (-) 27.5 '(-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDEREDB WIND -BOURNE DEBRIS AREA, CONTRACTOR TO TO E IN THE PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPUHT TOP BOTTOM MARK SPACING SPECIES CAP.(pl0 BW1 18" (2)16d TOENAILS (2)1d TOENAILS SPF NO UPLIFT BW2 SP2 W/ (0)-10d SP1 W/ (6)10d SPF 402 18" STUD, (6) 100 PLATE STUD, (4) tOd PLATE I 3 16" (2) SP2 W/ (6) 10d (2) SPS W/ (a)1d SPF 803 STUD S6d PLATE STUD, 4 1d PLATE BW4 16. (2)16d TOENAILS (2)16d TOENAILS SYP NO UPLIFT SP2 W/ M-10d SP1 W1(S)I BW5 16" STUD 6 10d RATE STUD 4) 1d PLATE SYP 439 BW6 (2) SP2 W/ (6) id SP1 W/ (6}1d SYP 878 18" STUD B 10d PLATE STUD 4 10d PLATE BW7 12" (2)1W TOENAILS 12)16d TOENAILS SPF NO UPUFr SP2 W/ (6)-10dSP1 W/ (6H10d BW8 12" STUD, IS) 10dPLATE STUD, (4) 10d PLATE. SPF 536 BW9 12" STUD, (6) 1 d)PLATE STUD, (4)) 10d PLATE SPF 1070 BW10 12' (2) l6d TOENAILS (2)18d TOENAILS SYP 0 SP2 W/ (a }10d SPS W/ (6}1d BW11 22" STUD, 18 10d PLATE STUD, (4) 10d PLATE SYP. 565 BW12 12' STUD, (6) 10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED OUBLE 21 TOP PLATE TOP OF WALL L SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2X STUDS PER DOUBLE 2X HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE M503/SS FOR NO UPUFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS O TOP & BOTTOM EACH END FOR WALLS. PER PLAN / TALLER THEN 8'-0' SCHEDULE ABOVE F.F. SEE FOUNDATION - `--- :� PLAN FOR MORE 2x P.T. W/ 1/2" AS 0 32' O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW=SHEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN, REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 6 32" O.C. "' - 7/16" 088 PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT WOO SEE GENERAL NOTE#8 ERG. WALL DETAIL_ IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2.4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP.41 OR SPF 02 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SPA, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPl AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "OW"IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW' IS INDICATED THE WALLIS CONSIDEREDASHEARWALL AND REQUIRES MIN. 71W GSB PLYWOOD W/ 8d NAILS AT 4- O.C. IN FIELD AND EDGE70I3) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHFATHINO ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1. 1AW4, BW7, aW1O THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED 70 THE RATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPS/SP243RME ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE To ACHIEVE THE TABLE LOAD. id- 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) IT) 2x4#2 SPF (4)-ld TOENAILS 0 2 4 #2 SPF DTr2ZW/1/2"WEDGE ANCHOR* & (8)1/4" X 11/2- 2145 rFc4 (3) x SDS SCREWS (3) 2 X 4SYP #1 -OR- (4) - i6d TOENAILS 0 DTT2Z W/ 1/2- WEDGE 2145 (412 x 4 SPF #2 ANCHOR* & (8)1/4' X 11/2' SDS SCREWS C5 4 x 4 P.T-#2 ABU44 W/ 5/8" ATR** G - 6665 U = 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G -12000 BYP POST & (12) -1d NAILS U - 230D 8 x 8 P.T-#2 ABUSS W/ (21- 5/8" ATR**. G = 24335 C7 SYP POST & (18)-16d NAILS U = 2320 a1.8E 3.5 X 3.5 P.L. Fb=2400 PSI HDU53DS2.5 W/(14)1/4"x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SD52.5 W/ (14)1/4"x 09 1.8E Fb=2400 PSI 21/2' SDS WS & 6/8' EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** 3.5 x 7 P.L. HDU&So52.5 W/ (20) 1/4" X C70 1.8E RD-2400 PSI 21/2"SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*-* C31 5.25 x 5.25 P.L. 1.8E Po-2400 P51 HDI/SSDS2.5 W/ (20)1/4- x 21/2' SDS WS & 7/8' EPDXY 7870 (WOLMANIZED IF W.) I ANCHOR, OR ATR*** 7x 7 P.L. HDUB-SDS2.5 W/120) 1/4' x 12 1.8E Fb-2400 PSI 21/2" SDS INS & 7/8" EPDXY 7870 WOLMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP Oil OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/SS 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF (Cl COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LSID MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DUl / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIN -LENGTH NAIL SPACING Ed OA31" X 2 W 0131' X 2'A' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS Sd OR 12d 0.148" X 3" 0.131' X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 V*" 0.131" X 3 AA- NAILS & TOP PLATE 12d 01A8' X 3 "/* 0131 X 3?A S -0 C (COMMON) STUD WALL 6 0 C GUN NAIL CORNERS. Sd 0148 X 3" 01.31 X 3 8 0 C (COMMON) STUD PACK 6 0 C GUN NAIL COLUMNS i8tl 0.1,62" X 3'fe" O,d31' X 3 iA" (2)1BO(COMMON) ISEE PLAN (3) i8D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS Hi (2)' 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) "2X8 #2 SYP W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2)-2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W1 1/2"FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3)-13/4"X 11114 ATTACH TOGETHER W/(2) ROWS IWX372' HS LVL 2.0E F6=2600 PSI SIDS WO SCREWS @ 10' O.C. TYP. EACH SIDE (2) - 1314" X 9 1/4 ATTACH TOGETHER W/(3) ROWS IWX312' H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS 0 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGSEA SIZE END EA, END EA. END EA. END 1'-01-3'-11" (1) (2) (1) (2) 4'-0 -9%0" (2) (3). (2) (2) 161_0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ 12) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONITACT.E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS - (2)- 2 x 8#2 SYP W/ 7/18" CONNECTION: PROVIDE (2) OSS HUTCH PLATE. NAIL SIMPSON LSTA18 OR (2) V BEAM TOGErHER USING 12) SIMPSON HTSZO TO WOOD POST ROWS OF 12d NAILS O 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) 2 x 10 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) ��� OSB HUTCH PLATE. NAIL BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ft OF NAILS AD 122"" OR (2) SIMPSON HETA16 TO CMU COL. U.N.O. ON ROOF PLAN. YP EACH SIDE D.C. TYP � (2) -.2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE 12) OSB FUTCH PLATE. NAIL SIMPSON LSTA24 OR (2) SEAM TOGETHER USING 12) SIMPSON HTS20 TO WOOD POST ROWS OF 12tl NAILS ®12^ :. -0R SIMPSON HETA18 TO CMU 2 () O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4"x1.11/4'LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4 z 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU OR (2) SIMPSON SCREWS 016" O.C. TYP. COL U.N.O. ON ROOF PLAN. .EACH SIDE. (2) -13/4" x 117/8' LVL 2.OE Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) Pn TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 12) SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD SCREWS 4416" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U-N.O. ON ROOF PLAN. (2).1 4'x16'LVL 2.OE Fb/7600 PSI. NAIL SEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS O 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN 4 BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E,O.R. c c 91-0. 311.01, ,,4„ 7,-811 18•.p" 10'.8" 2'4" wro 25 SH 25 SH --------------`------ 3'-10" 5'-4" 4'-4 EGRESS 17'-6„ EGRESS / 03X4 GARDEN TUB F.G. O SHWR / i ' OWNER'SQWNER'S ' 4 °P 8'-0' CEILING '--- ------ ro ID BATH N -- 8-0CEILING ------- / 4 • - -' - BEDROOM ' VAULTED CEILING / T010' FLAT / / O.T,---------'L----- ✓.. / � � t. W.I"C' - -- I 8'-0" CEILING I 5,-4„ 3,$„ 7'-1" 5'-5" 2'-5x 1 14'-0'Rt Y N '------'R/SH 2868 4 5 SH's s ©N I 2668 � c' I N i I q. N WS01 N o FAMILY I VAULTED CEILING TO 10' FLAT I 118,-6„ 0 a00 N tv o m n 1 3.-0„ 3,_6„ BEDROOM 2 I VAULTED CEILING ti I TO SO' FLAT I I I 9,�„ 5,-3x ,� w N A N O S2 q I 10'-0„ CLG LLJ N I- 2668 OPROVIDE A IY o m in 15-8­`�U " I A/C in R/A 6'-6" BATH 2 BOND 8'-O" CEILING 1 3 R/SH iv o 1 y I Fa R/SH --------- o O 1 � 0N 2668 - 501 S2 Y '* 4 2,-10" I PLATFORM FOR AIR HANDLER - VERIFY SIZE W/ q-------- N 2'-10" 3'-6" 9'.4" 1y MANUF. W n m CEILING R � 10'-0" CEILING Ip N I HANSON BOP( c�3s"AFF BEDROOM 3 W 1 VAULTED � 1 To 10' FLAT 3 DRYER VENT THRU D ROOF MAX L{GT 35'-0" t! n A Lo VERIFY 0 O g w o ; O c3o m ( 36" FLAT BAR TOP ON 34'h" WALL ----- r - -1 D I - N 1 DBL. SINK KITCHEN _ VAULTED CEILING I TO 10' FLAT o 2868 LOCATION W/ BUILDER -- 2668 NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IF W'H , 4668 REFRIG. 5 SH N REQUIRED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS - - 4f" I 7'-6' 5'-2" 6'-10" 12'-6" 3,-0.. PULL OWN. STAIRS / LOCATE IN FIELD �. / v 22xh'x54 • O / BW2 -------------• M DINING C4 / / VAULTED CEILING / Y TO 10' FLAT GARAGE i FOYER B'-0" CEILING 4 / G.T. (B ELEV ONLY) a --- -----JE ® 3068 , i E MESS Oti ENTRY 35 SH , aP 2.0" 2'-4" 7'-X 2'<7" 6' 4" G.T. (B ELEV ONLY) HOSE io --------------------- M3 - BIBB 4 : COLUMN 16'x7' GARAGE DOOR CD21 4'-8" S-2 14.-4 5'S" 2'-0., 16'-0" 2,_0" 20,,0„ 20'•0" 401-01, FLOOR PLAN SCALE: 1/4" =1'-O" ELEVATION "B" c 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 +26.5 / -28.8 OOP +26.5 / -34.4 +24.8 / -27.1 +24.8 / -31.1 +24.3/.-27.5.O: +23.3./-26.0 NOTE:: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL J ,=1 BEARING FRANAE WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 1.3/8" solid wood door, solid or hoheycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from ell habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4, R312.2.1 Window sills In dwelling unFtS, where the top of the slll of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]. 5 All windows within 2'-0" of doors and In . R308.4.2 shower or tub areas will be Safety tempered g)ass. 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to uncond(tloned-spaces (e.g., attics and crawl spaces) shall be weatherstr'ipped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods. speclfled In sections M1502.4.5.1 through M1502.4.5.3 9. Cellings for exterior entries and covered porches to be 7/16" OSB On underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sri nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer speclflcatlons AREA CALCULATIONS 1st FLOOR 1780 S.F. TOTAL LIVING (AC) 1780 S.F. GARAGE 391 S.F. COVERED ENTRY (BASE) 38 S.F. COVERED PATIO/LANAI 117 S.F. TOTAL AREA UNDER ROOF 2326 S.F. Aj111UF It Lhr f P��O g. •�G�' �, 4 (N tY * UJ e w �� FL 06A� T a . �4//11N111�t' N C a ' �A N i ILO W I, Q m 4i 4! 4p CI �dmp m Ci re le 0 �WC WAN^z w a N 05 Z22m 52 a r 3: W gp m m Zr ¢ a ra Z o� In V i e o WWW.FDSFNe.COM ❑ ❑ ❑ z 8 Z 4 i O_ y z `M1�I y fv "' A aw � fLT ~ J (J - N E N 2 NonO �iA\ _ _ _._.... FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: L0 1 �O o 0 a n W2 N G N d M DO GO a ® _-I W M L0 too L J 00 0 Cn ♦ Model Name / Number: 17'80 ♦ Plan Issue Date: Wednesday, May 12, 2021 KA PROJECT NUMBER: 21-4894 Sheet:. A Of: FLOOR PLAN FILE C -` (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. REINF. OPTIONAL CURB FOR F E VARIES GRADE SEE PLAN MASONRY* ELEV. 0'-0"— W/(1)-#5BAR CONT. r • -- j 2 STORY : 20" X 20' a r , REINF. W 3 -4t5 CONT. 616": (2) #5 SEE PLAN ► _ REBAR 16" (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2"=1'-D" I FM02 SECTION @ GARAGE 1/2"=1•-0" REINF. SEE PLAN F� co 8 —(1) #5 REBAR CONT. FM03 THICKENED EDGE 1/2"=1'-0" (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. .GAR. FIN. FLR. "a ALIGN DRIVE W/ BOTTOM OF gi , ! • 2 STORY: 20" X 20" RECESS & PITCH DRIVE 4" CONC. DRIVE W/ 1/2' EXP W/ 3 -.#5 CONT. JOINTS 10" O.C. TYP. 18" (2) #5 REBAR FM09 I SECTION @ GAR DOOR 1/2"=1'4" 2x BRG. WALL 2 STORY: 20' X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. j FOR MORE INFORMATION) SE =1,13" = 1'-0" =8-4- 245 REBAR FM11 STEP DOWN BRG. 1/2"=1'0" FM12 STEP DOWN NON BRG. 1/2"=1'-O" SEE PLAN OPTIONAL CURB SLOPED GROUT - SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x.16" c y y"• TYP. SEC. ELEV.0'-0" WITH CURB (1) #5 BAR CONT. �k 8 ,h (G.C. VERIFY) m l I z F REINF io GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. G" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FlBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) 45 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SUDING GLASS DOOR SILLS. - 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.C. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. SO' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. S PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 20DO 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. SOILTO BE COMPACTED TO AT LEAST 95%OFMAX. DRY DENSITY AS DETERMINED BY ASTM-.1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF- FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING ORAVTn -0AP, Ib" �p V-0" XCONT. 1'-0' 2 #5 E.W. BOT. 2000 F2.0. T-V X T-0" V-0" 3 #5 E.W. BOT. 7200 F2.5 2' -0" X 2'6" 1'-0. 3 #5 E.W. EDT, S10D0. F3.0 3'-0" X a'-0' 1'-0" 4 #5 E.W. 807.. 15600 Fab 3-' X 3'e 1'-0" 4 #5 E.W. SOT. 21500 pq p 4' 0' X 4'-0" 1'-0" 5 #5 E.W. BOT. 23000 F4.6 1-0" 5 #5 E W BOT. 94500 Fj0 EXX 1'-4" 6 #5 E.W. BOT. 42500 FS.O W-0" X S'-0" P<1" 7 #5 E.W. BOT. 81500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING (SEE PLAN) d 2 #5 CONT ~ � 2 #5 BENT BARS W/ INSTALL LINING MATERIALS PER w 0 '11", ,MIN. 25" LAP SPLICE FBC-R P2709.2 - MUDDED FLR. MINN. • SLOPED TO DRAW #5 CONT. ,4i;; FM14 SECTION @ RECESS SHOWER 1/2"=1.0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" ALTERNATE: REINF GRADE THE REINF. BARS SHALL BE #5 CONT REINF. SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY °D MIN, BAR LAP OF 25" #5 X 25" X 25" p c CORNER BAR ONE N E - FOR EA. HORIZ. REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. 3" FM19 TYP. CORNER BAR DETAIL 1-1/z"=r0" FM23 TYP. FND PENETRATION 1/2"=r-0" STEMWALL SCHEDULE MAXIMUM VTR FOOTING DIMENSION STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) 2" HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY. b 2 STORY IN STEM WALL VTR 0'-0%2'-0" S. 101, 16" 20" W/ (2) #5 BARS <674# 6'-81. >2'-0"3'4" 10" 101, 20" 24' W/ (3) #5 BARS. 674# 5'-4" >3'-4" - 4'-0" 12' 121, 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4'-0"-5'4" 16" 16" 48" 48" O.C. TRANSV. 1162# 2'-8" & #5 0 18" W.C. TUB SEE FOUNDATION PLAN PT, FOR F.C. SPACING ABOVE SHWR SLAB LEVEL LAV AV NOTES: ' 1. VERTICAL REINF. IN SOLID GROUTED CELLS. AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM a SPACING STATED IN SCHEDULE DEL SINK SEE CHART ABV. -MAX F.C. ,", 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND W. DISP 2" SPACING (O..C.) aA ,; " WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND VTR LAV W.W.M. TO BE TIED TO #6 ERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED ® EACH FILLED CELL LOCATION. EACH BAR TO ' PER PLAN SPACING 'TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM (CO 6 HORAR CONE. TIED TO EA. VERTICAL REINF. BAR EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR 0 STEM #9 'CONSTRUCTION FOR MORE INFORMATION WALLS GREATER THAN 4.G.C.TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0' FILLING IS TAKING PLACE ° (1) #5 HORLZ. CONT. TIED TO ' ; °' ++ 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK O 16" + WASHER EA. VERTICAL REINF. S u n *18' r O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" - aMV •C. FIN GRADE " IN. D'"? n * TALL (TYPICAL ALL CORNERS) TO TOP OF STRIP FrG. - %°:, 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS - -� ., ° a m .c. ° 7. ALL STEM WALLS GREATER. THAN (4) COURSES SHALL BE FULLY GROUTED, COMPACTED CLEAN FILL .' e,° IN MAX 12" uFrS s' ' �` S. 11403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG. W/ QTr OF .SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. "MIN. COVER d TO SANITARY REINF. PER SCHEDULE b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) SECTIONS R403.1.4.1 THROUGH R403.1.4.2. SEWER PLUMBING RISER 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASji STEM WALL SCHEDULE 3" CLEAAN/} OU/ TUB ■,r ■ ■ • ■ ■ - ----- -.--. � �--- 11■ rr= rII- --M u3X4 II TUB �i, F.G. II.- ' ; 1 1 q \_: 111 11 I GARDEN II ILL. — SHWRJJI 'L7- 11 q VJ/C 11 — =1 � i 3.1 2,-3„. 4'-3„ 3'-3" 1,- " ( SLOPE fV , 1 � ■ .roi I F2:5 IL_�. 1 1 i -____ -____ , , 3.1 , STE DOWN 4" 4" 1 n , ■ 1 � ■ , ' �Qy 1 o � , 1 ASP o W \10. a v , M IV ' 6'-10" 3'-2" 2'-111h" 7'-21h" 04 v IH,NACI dc =-h. I TUB I W ■ ; lT,� LAV W/C; -1 Aly , Ir UIl L°4a 2X8. WALL' ' ---r-------- "' --------' ; 0 PROVIDECHASE471 ; ■ c� ■ s 11,-0,, . .FOR HVAC UNIT10, 7 1 Q� i ti y1 1. 0/W I 2 rr — 711I ' lq ® L— --— — — — — —' I�WASH,1 I � ' DB . SINK IL I1¢1 - Ji iX OQ iN, 1 1 _ 1 STEP DOWN 4" — — — — — r ® I I W.H. REFRIG. 1 44 10'-2,- ■ ; I , i I I 3.1 I 1 I I C.JJ 9 I �---'--.-- C.J. -----.----I °P i N-I I ¢ I wa I m I 1 N g FM 2 I I --------------------' I I FM 1 1 3.1 ■ ', •. ■STEP ■ — DOWN4■ 1 `--- -- --_ ------' I q' v N2,-O„ 4,4" 1 20 -0" FM01 ro in 2'-0" 2 ,4 7,-0 2'-4" 6'4" 1 09 I � HOSE 12" SQ. m CMU COL. W/ 1 FM03 1 I (2) #5 BARS W/IN EA. F.C. 3.1 (2) #5 BARS I I BIBB q - (2) #5 VERT. GROUTED 3.1 WIN EA. F.C_ :-I SOLIDL --- -- --- -- - - _ - - _ - Rill FOUNDATION PLAN SCALE: 1/4" =1'-0" ELEVATION 'IBI' i ���I#srne7q ,0 Tp `GINS"• •�` v 4 ND g7 n * • F o ^ d i 9 •• '10 0 NIs 11100 t it P_ to o epic F IH Nw t Go 00 00 g��GIN gBa�� m�M�fi a a .ilia' amtw Li i w P 13 LL0=�� o IC H o Z• ° I— w�i, g IllsLL o WaoU m Z'1°" m� Q y k a a� 0: rn O ��54 III CJ J v0i � E �a wwW.FOSFNs.cOM ❑ ❑ ❑ (D p 1. Z O (�qy G ' N Q Z y °'suz k. .P r cj W W 'O ( O w U —N E = n FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: a o TJ LLJ y c d 0) m i m c ci n : c 0 N a ® ® _3 Li Z) m o J m w U) UT ® Model Name / Number 1780 _ VI Plan Issue Date: Wednesday, May 12, 2021 VT KA PROJECT NUMBER: 21-4894 Sheet: A Of. FOUNDATION PLAN 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 = 1780 x 3 5340 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,887 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 23,887) = 9,554 + 100%OF "B" = (20,D00) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL m 2X6WALL (FLOOR TO CEILING) USE 2 RED HEADS — TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. _I ---------------------- 0 I 0 , I I I I I I � WP \ INSTALL FAN GFI BOX PREWIRE 4 ' I ---------------- � I I I , I , i I I I / I In I II eLrD� �. FAN u�REWIRE I I \ I I \ I I I I I I FOR D/W - - - GFIi GFI------1 ----- Fl - GFI. DIS I I I I , GFI( GFI O FORmay/ 220; O HOOD/ 16-d�. , i6..d _ I � I GFI i I - I FI GFI — - — — — — — — — — — — — — i ,DOOR ;BELL , , I ( , i i i i i i i i i ' INSTAL? FAN .€ BOX-PREWIRE / I I I I INSTALL FAN BOX PREWIRE iJ p I I � I ' I I e ------------- -------- FI ""o - .u..... ....... . A. :.: _ _ I CHIMESdt I INSTALL FAN BOX PREWIRE ' GFI I I GFI 220 1 WP . GFI GFI AT 42" AFF I 220 W.H. ` 1 :ATTIC ELECTRIC J 1:5 �F REQ'D BY CODd z Fr a Uui GFI AT GFI 42" AFF FOR GARAGE DOOR OPENER �y-----------------------------------------------i I \ I 1 � i � I !P I: HOSE CFI BIBS r I I / i COACH LIGHT — — COACH LIGHT ELECTRICAL PLAN SCALE, 1/4" =1'-O" ELEVATION "B" 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 22.7 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR ILL 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 FLOODLIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n u [I ug TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET tv GROUND FAULT INTERRUPT � ' 2 DOOR BELL CHIMES {� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET o-- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL FT.V, CABLE OUTLET L[::] DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING � JUNCTION BOX WATER PROOF RECESSED, LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING (� BATH FAN W1 LIGHT I C INTERCOM SYSTEM ®� L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFINALAMPSNEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 410 ALUMN, IN T CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8T0 HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. s 6 a s mco in g f , . 00 1— !b Aln V- W.. .8'm 05"F a a mo'QS °. ��E 1 a4 ° a m558 m$gmt m 0 � co 6 ky 2- a .0E L a K m Ea@ 0 C N n839 7" ? N YANN.FOSENG.CCM ❑ ❑ ❑'.. O z o 77 z o Z *° a J co J zmm N +N b U —.6 p W1 c T6 U mNE F $ UV UV)t- n I 4 � a o m i DAMS:' HOM S !I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® I Job Information: U. � 0-+ 0 h7 '-4 In 0 M L4 m a ca-I (D _ m 00 a 0J111Z) M o J m i) cn LO VI Model Name/ Number: 1780 =' Plan Issue Date: Wednesday, May 12, 2021 Tj KA PROJECT NUMBER: 21-4894 Sheet: q Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally for Intake and exhaust T.O.M. 4 ro ?p m 25 SH 6 — T.O.M.MM_ — _---�'-'--- HD. HGT. o W FlN.FUR, -------------- -- --------- --.- -- 25 3H. 25 SH i ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH �LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 2868 FRENCH DR. --=-71 )N "B" SCALE: 1/4" =1'-0" FEN T.O.M` LITE TEXTURED DECORATIVE CEMENTITIOUS COATING li 25 SH 35/2 SH LEFT ELEVATION "B" SCALE: .1/4'=1'-0"�I FIN_FLR. T.O.M Soffit product provides 4.12 netsq in/sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance - 1.33Po S.F. of Area to be vented (SF) 2386. s.f. Total needed for exhaust for u pper 1/3 573 net sq inches Total needed for intake (soffit area, lower) 573 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 104 Lineal S.F provided by plan 200 " R 9 R �Rrpc /P T / E sM 11 / 6 a Nx oxrr lAF 0. r/P 5 / ) -/ r L/M/P / /Er / / 111. 1-// yM/" t 11 /H1. /lil /"IIIIIIIIIr , -Ji /s MPmx sEr�Exirs LP]n 1/M/0. d li. M6191 / 11 I I Y �/1tl9W J /ui/P +Y rlu. i 6FNFTN6/Hl n fdJYYY�I""!Y / IV - l/mNr Bfl6I 316 A'p(Yq iNHQAtsJNE{16i13�.rdY'A16 ]k'P4M)1b1A4j3 11911..I V1 "e roar Pnc. B /n 3G <i tlC1I MiF 4M f "prkgryA 6m UnidF ajf5b L IPFf� BFMI[1b0 9NSM TlF 4N{fON18 RMFNYF.[NPEPiTIVSS OPA1l ryu%' ALLIONNP.ttIP9APE51MP6aNPP000CR 09 b Eo — --- ----- --- FIN_FLR. 25 SH RIGHT ELEVATION "B" SCALE: 1/4" =1'-O" T.O.M I Pam 6'TRIM to FMOUM LITE TEXTURED DECORATIVE—/ CEMENTITIOUS COATING 121, SQJ 3068 DOOR COLUMN 16'x7' GAHAGE UVUH FRONT ELEVATION °' B°' SCALE: 1/4" =1'-O" � 3 aatoa�r7r CV * r ° 0 cl io of °°'" F rp.�• °c'4 to S t0 a 0 -XP, gin00" q to � Lo ODD m �syg e ffi xr: � m a M m E� grHng s a a g 4( ul Y. �auuuiiii �o`� a W 3 13 W� O a a f7 g 2N Of 11111 p a ri r 5 pa WWW.FDSENG.COM ❑ Cl 11 Z 810 z a c z N to ro w o JQ w a `., g m o w tO0000v • = � W U�o . 0 W V✓ s "to HOM `s I I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Jab Information: L_L 0 Ze � to W= y N M Y m co m N � a ® ® -i w Z) t» o J 1= (/)Cn Lo " r Model Name / Number: 1780 KPlan Issue Date: Wednesday,; May 12, 2021 ® KA PROJECT NUMBER: 21-4894 Sheet: Of: ELEVATIONS - B SEE:DET. TBO3, .I G.C. TO FRI BLOCKING' W/ APA RE FOR SPAN I SHEATHINC SEE "HIP/F BLOCKING" 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 1 ALTERNATE SPAN RATEI IEATHING MAY BE USED ( THE SPAN RATING. THE S ICKNESS IS 15/32".) IF 3 IED, THEN THE ALTERNAT NOT REQUIRED AT HIP SI moll I go ATING OF IDGE DETAIL NONE is go BOTTOM CHORD GABLE END BRACING 0 �OP CHORD 2X4 #2 SYP W-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING 0 16" O.C. MI NOTE: FOR FIRST (4) BAYS Exx"TURER.11 TRUSS ENr1NCERINa MIT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRI 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90%OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CFLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <- 25 ft WINE) SPEED (ULTIMATE) WIND SPEED (ALLOWABLE) EXPOSURE CATEGORY 160.0 MPH 123.9 MPH I B EFFECTIVE WIND AREA (SQ FEET) WIND PRESSURE AND SUCTION (PSF) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION HIP ROOF >20 TO 45 DEG. a=4ft [4:121-[12:12] „B I.a F- �T O AREA ROOF 1 2e 2n 2r 3 3e 3r HIP •37.02 •51.06 -51.06 51.06 10 GABLE _37.DO -37.00 -58.99 -58.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING20NES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2s, 2n.2r. ASTM F1667 RSRS-03 (I Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3. 39, 3D ASTM F1867 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1D 1O ROOF SHEATHING: SHINGLE: 1113Z EXP. 1 (4020) DLL 123Z EXP. 1 (IQ2o) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 18"x 0.113) NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN J532',SHEATHING SHALL BEFASTENED WITH ASTM F1667 RSRS-0310d (2W x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .12(") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUlLOOKER GABLE RAFTER W/ BLOCKING @ 1611 O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. T a=4tt DEG. as FOOF > 20 TO 45 [4:121.[12:121 WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TOME) AND OR BLOCKING AT ALL EDGES. A MINIMUM Y SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y. O NAIL AT BASE 2 ROWS @4" O.C. wI Sd COMMON NAIL © NAIL AT TOP PLATE TWO ROWS@ 4" O.C. w/ Bd COMMON NAIL. © NAIL OPENING PER METER w/(2)ROWS 04"D.C. W/ Sd COMMON NAIL. O NAIL INTERIOR AT 6"D.C. w/Bd COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL 9P 4" O.C. WI ad COMMON NAIL OPLYWOOD SPLICES@ HEADER - NAIL SHEATHING TO HEADER 1W9d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2)Bd MAI LS03'O.C. TO EACH TRUSS END OR. a VERTICAL MEMSER IF CABLE END.-� 1632" 08B - EXPOSUREI SHEATHING PROVIDESLOCKING I If IT 1 AS REQUIRED PER SEODON X-X IF NOT i __ If y1 _ocl FULL HEIGHT SHEET - ----------- - © FLOOR SYSTEM NOTE; 8d NAILS FOR WALL SHEATHING MUST BE MIN. 1$1"%212". DO NOT OVERDRIVE NAILS: FASTENE145 SHALL NOT PENETRATE SURFACE MORE THAN V (2}2x TOP PLATE BEYOND 15132- OSBEXPOSURE 1 SHEATHING _T II _ .-T T iT f I I Ii II II I F N n u u u SOLID ZX BLOCKING I I 11 11 11 i @ ALL SHEATHING y1 al III 111 If II 11 1. EDGES -a{ UI III III ill II IT 11 I(SEE fll II'Al11 I III II 11 11 I SECTION X-X) R f III C D11 1 III It I11 III OPENING 111 II II 1 III 11 i ii II a X ¢ 11 a_ W N NI 111 x II II E I UI III _ r____w-� II 111 U 111 II II II II It If If I 2x STUDS BEYOND. wry IIII III 11 I111 i I I 1 II 1111 11 I II II II N If u SEE PLAN x -' I09 iii IIII i i i n II Il I III it Ifu II II. II I I I111 II. B IIll It II I1 11 11 II I I UI III1 III I I I 11IN] I I1 11 fill II _ II IIII II 11 11 _II _1 _ - I I - _ - -_ALL SHEATHING 20 P.T. BASE PLATE BEYOND SEE A PLAN 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM AT CA71ONS MIN24#2 LOCATIONSMIN2 BLOCKING SPF TURNED VERTICALWI 7/16' FLITCH PLATE TO W/(2)12d TOENAILS EA. ENO. NAIL FLITCH "S'=NAIL 318" PLATE TO VERTICAL W/(4)ad 778. SPACING NAILS SIC T2" lir (2)8d NAILS@3.O.C. STAGGERED -T- e a e S 12" VERMCALBLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X T613 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N-T.S. NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP.DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH TRUSS 2X6 SYP #2 CONT. (MATCH DEPTH IF TRUSSES / (3) #6 X 4 1/2" WOOD 016" O.C.0 MAX. OR IF MASONUSE (1) SIMPSON 1/2" HD ENTERED) W/ MIN. 4" EMBEDMEAT D.C.. SEE 12 / 2x6 SYP #2 0 24" PLAN WAL ROOF SHEATHING A PER NAILING SCHE (5) 42d NAILSSIMPSON WAL 2X6 TO 2X4H3 CLIP 2X4 SYP #2 @ 24" O.C. 4'-O" MAX SEE PLAN 2X SYP #2 CONT, (MATCH TRUSS DEPTH IF TRUSSESUSED) W/ (2) #6 X 4 1/2" WOOD SCREWS 016" O.C.0 MAX. OR IF MASONRY WALL USE (2).1/4". X 3 1/2" TTTEN2 AT 16" O.C. SR01 SECTION AT SHED ROOF 3/4"=V'O" SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR SHEATHING DETAIL 2"x4"CROSS BRACE APPROX. S" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS 0 EA, END 2X4 PANEL BLOCKING 0 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16-d TOENAILS ROOF CRITERIA -16' OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING 2X4 #2 SYP BLK'G @ 16" O,C. W/ (2) 16D NAILS EA. MAX 9" UNSUPPORTED END. SEE IRSHI S,NOULE FOR SHEATHING ATTACHMENTS.F IF > 9" 2X4 #2 SYP (MIN. FIRST 4 BAYS) BLK'G 016" O.C. IF> 9" CONT. 2X4 #2 SYP W/(2)10DX0.1310S' P.C. EA. SIDE ' L" BRACE',TO EXTEND AT LEAST 90% OF WEB LENGTH WHEN GREATER THAN3'-0" (SEE TABLE) -GABLE TRUSS -1/2' COX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. E SAND 12" O.C. FIELD JACKTRUSS SEE PLAN FOR 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 10dx3" 0 4" O/C (2)12d TOENAILS CMU WALL OR BEAM SELOW TRUSSES (SEE PLAN) GE21 SECTION @ DUTCH GABLE 3/4" 1'-0" SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR FASTENERS SP#' SYP CONNECTOR FASTENERS SPF SVP TO HETA16w/(9)l0dx I Vr OR 1810 KTA16w/(10)l0dx 11WOR 1585 1870 OFRAME MASONRY HETA20 vd(9)10dx 1112' HTApw/(10)10dx i/M' B FRAME H2.SAw/(10)8d NAILS 636 $65 RT7AW(10)8d NAILS 516 686 TO HIDAw/(18)10dxl 112' 1015 1040 m16Aw/(17)10dx 19)7 895 lam ©FRAME FRAME H1W42w/(18)l0dx11/TATSPLYTRUS$ES 930 10811. M%-2w/(15)I0dx1.112"AT2PLYTRUSSES 936 1060 PRAMETO MTS12w/(l4)l0dxIlM'(ATEXTERIOR 980 MTW12 W(14)lW x 112(AT E%TERIOR INS 11% D O FRAME LOCATION(3)12d TOENAILS) LOCATION INCLUDE (3)12d TOENAILS) FRAMETO NOT .1(22)1Od NAILS AND E/B" A.T.R. w/ 12' 3890 39" MUGT16 w/(28)10d NAILS AND SW A.T.R. w/ 335D 4495. MASONRY EMSEDMENTW/SIMPSCN"SET EPDXY 17 EMBEDMENT w/ SIMPSON 'SET EPDXY HT520 wJ(24)l N x/1/2'(AT EXTERIOR 1125 1310 HTW20 W/(M)l M x 11IT(AT EXTERIOR 1285 1530 OFRAMETO F FPAME LOCATION INCLUDE(3)72d TOENAILS LOCATCN INCLUDE(3)12d TOE NAILS FRAME TO (2) HT320 w1(48)10d x 11 W (AT EXTERIOR 2260 2820 (2) HTW20 w/(48)10d x l In' (AT EXTERIOR 2670 3080 Q FRAME. LOCATION INCLUDE(6)12d TOENAILS LOCATION INCLUDE(6)12d TOENAILS (EA) HGT-2 w/(16)10d NAILS AND (2) 618" AT.R. HUGT2w/(IS)I0d NAILSAND(2)6Ar A.T.R. G O FPAMETO 12- EMBEDMENT w/SIMPSON "SET" 1069D w112" EMBEDMENT W SIMPSON "SET' 7020 9790 MASONRY EPDXY (HGT3 FOR 3-PLY) EPDXY (HUGTS POR 3_PLY) FGTR wl(18) lie x 3-SDS WOOD SCREWS 3400 4725 RFUS w/(12) WS3 WOOD SCREWS AND 71GO OFRAMETO MASONRY AND (2) VT x T TITEN HD ANCHOR BOLTS (4)V*x6"WEDGE-BOLT (1) LG72w/(16) 16d SINKERS QA(7)1/4•x FRAME TO 2.1N"TITEN 2 1750 M30 MASONRY SEE NOTE#e BELOW) FRAMETO (2) LOT2 w1(32)10d SINKERS & IT 4) (2) LUOT2 W/ (32)16d SINKERS & (10)3500,141 Slow9100.M 9MASONRY/ 1/4' x 2 UP TITEN PLYTRUSS) 3X(I{F 3770-FF 14X3"WEDG6DOLT(2 PLYTRUSS) 3800E 4520-F FRAME OR(28) 16d SINKERS FOR FRAME(EA) OR(32) 16d SINKERS FOR FRAME (EA) FRAMETO (2)LGT3 .1 (24) 11A' x TSDB SCREWS 4730-M 85/0N (2) LUCT3 w/(24) 1/4'x 21/2' WS25 PLY TRUSS) Bq&0-M 7050-Id 99MASONRY/ &(8) W'x 5'TITEN(2 PLY TRUSS) 5010-F 69MF SCREWS a(4) 3/8'x 5"WS(2 6130-F 7710-F FRAME OR(52) 161 SINKERS FOR FRAME (EA) OR(56) 1Ed SINKERS FOR FRAME TEN BEAMTO HU410 OPT HUC410 w/(18)1Sd&(10)1Od G#2680 HD410 OPT 104101F w/(20)1Bd&(10)1Dd GN3080 O BEAM NAILS U01895 NAILS U91950 FIU410 OPT HU0410 w/(15) TITEN GW500 111>410 OFT 10410IF-1(20)1/4'xT G#3355 QBEAMTO MASONRY 1/4" x2 3W A (10) 10d NAILS W/180G WEDGE -BOLT & (10)10d NAILS U#850 To HU46 OPT HUC46 -1 (61 10d NAILS It G#1540 DOOM ND46 OPT HU46w1(6) 10d NAILS& G#1625 G#2015 ©BEAM MASONRY/ (12)14'x 23M"GTEN(TO MAS.) U9980 U#1135 112)1/4'x 23N' TAPCONS(TO MAS.) U#1030 U98M FRAME OR (12) 16d & (6)10d (FOR FRAME) SYPF 9YP-M OR (12)16d & (St 10d (FOR FRAME) SYP-F SYPW (2) HETA16 OPT (2) HETA20 1920 1920 (2) HTA16 OPT (2) WA20 1870 OFRAME TO 1-PLY wl(10) 1 Dd x 1 la OR 1-PLY-pLY 10dx 11d 2430 MASONRY 2.PLYW/(12116d 2955 23� 2-RYw/fl2)16d HTSM 16 w/(8)10d NAILS AND (4) 1/4NX21N' SSE 1110 HTWM16 W(8)IOd NAILS AND (4) 1KV 34' 1145 1225 TAPCONS WEDGE -BOLT QFRAMETO N OR OR MASONRY HTSM20 II/ (10)10d NAILS AND (4)1M121/4' 265 1110 4TWM20 W (10)l Od NAILS AND (4)114"x1 Y4" 1145 1225 TAPCONS WEDGE -BOLT ©FRAME TO HI0S W (9) 8d xl 112- NAILS AND M 3/814" 780 910 MASONRY TITAN HD DTT2Z W/IS) WS DTB-TZw/(8)im"X1 ix 16 WOOD O FRAMETO (1N"x11n'.SO$WOW SCREWS AND (1) 112- B A.T.R. EPDXIED W/ 1835 21" SCREWS AND (1) 1,2' O AT.R. EPDXIED w/ 1510 law MASONRY SIMPSON'SET"(SEE NOTE 94) SIMPSON SET'(SEE NOTE IN) HTT5 w/(20) 16d x21W NAILS AND (1) 518" R 0T45w/(26)100 IQ la -NAILS AND (1) ROFRAME TO AT.R. EPDXIED W/SIMPSON "8ET" 4375 5090 1IB"B A.T.R. EPDXIED - was MASONRY (SEE NOTE#4 BELOW) (SEE NOTE #48EL0 HTT4 wl (18) 16d x21/2"NAILS AND (1) Wr B HTT45 W(I 8)16d Xt In- NAILS. AND ITT O FRAMETO AT.R. EPDXIED w/SIMPSON'SET 864o 4235 I 5WO A.T.R. EPDXIED w/SIMPSON "SET' - 4160 MASONRY (BEE NOTE" SELOW) (SEE NOTE#4 BELOW) O FRAME TO H1GSWI(N) 10dx11 l/T' NAILS 785 910 LUG71 w/(23) Sd x11/T NAILS 876 1045 FRAME FRAME TO HM9KT w/(4) 114'ki. 12"SDS WOOD 780 780 RT16Mw/(9)10dx1 IMNAILS& 130 1395 O NRY MASO SCREWS &(5)1/4"x21W TAPCONS (4) 11V x 13WTAPCONS VG M(16)1/4'x3" SOS WOOD SCREWS& O FRAMETO (1) SWO A.T.R. EPDXIED W/SIMPSON'$ET" 8665 4940 MASONRY vd 12* MIN. EMBEDMENT FRAME TO (2) VGTWI(32)1W4 P SDS WOOD SCREWS O MASONRY &(2) 6/6.9 A.T.R. EPDXIED w131MPSON 5170 7185 "SET' w/ IT MIN. EMBEDMENT FRAMETO VGT w/(16)1/4YJ" BOB WOW SCREWS MUGT15 wl(22)10d NAILS &14TT45 wl(18) 4100 O FRAME HDU4-SD32.5 w/(10) 1/4'x2112°SDS WOOD 9285 4565 10d NAILS &(1)IRS' 9 A.T.R. 8CREw5 & (1) 518"0 AT.R. FRAME TO 521�� w/(52) 16B'121n" NAILS & 4375 50M (2I HTT46w/(S2)16d"x21n'NAILB 5006 O FRAME (1)518"BAT.R. (SEE NOTE #1p &(ij 518"BA.T.R. (SEE NOTE #4) CFMFRxI'QNNFMDR MAT" 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS BEAMS w/(2)12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. ING CONNECTOR CALL OUT. 3 O.C. FU CONNECTIONS, A USEEITHERTRUSSES, 412SEE A'FRAM TO TRUSS AT.WEB 4 FOR SINGLE PLY TPl155ES,5ViB ON FULL HEIGHT SYP k12'w1'TO TRUSS VERTICAL WEB w/(2)ROWS OF tOtl MAILS @3"O.C. STAGGERED. SIN AS ON 5. 12' MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w14'-T 2x SYP #2(MATCH CHORD LUMBER SIZE) W/(2)ROWS 10d@4"FROM END &4'D.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR MOON FRAMING PLAN 1. CONNECTONFOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLSI LINTELS/ 1CF WALLS LINO ON PLAN 2. CONNECTION AT 24'OR 3TO.C. PENDING VERTICALS.FORALL FLOOR TRUSSES PARALLEL TO MASONRY WALLSSEEDETAIL F'612133.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALSACF WALLSIUNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 37 DC MAX w/(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT OONFUCT WITA (IF APPLICABLE) LAYOUT 5. CONNECTALL FLOORiRU55E5 TOINTERIOR BEARINGWOOD WAWBEAMS w/(2j 12d TONP.IL$ Q MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM OMINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TOINTERIORIEXIEAIOR BEARING WOOD WALLS AND/OR BEAMS MIN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.). SHEATHING - SEE [RSH) SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOR(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD S. FOR UNDERLAYMENT REQUIREMENTS SEE R905,1A - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT: OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL. TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY, STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST c �--METAL DRIP EDGE C.M.U. OR ICE WALL 2 xSUB-FASCIA SEE TYP, WALL --ALUM FASCIA SECTION 2x2 #2 P.T. MIN, FASTENED C CHORD TO TO NAILED P CHO PER NOTE 2 BELOW. TO TOP EVERY OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING W/ (2)12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2X2 #2 MIN. P.T. W/ }CHANNEL SECURED AT 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0,148"x3AA" AT 18"O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INidTALLAION DETAILS (**)ALUMINUM SOFFITS> 1'A" BLDCKING REQUIRED. (***) VINYL somrs> V-0" SHALL HAVE FOR SOFFITS < 1'-4" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1•-0" oHilo V (D pp N pQ 10 fU) OD W 0 8 d � (I NN NN m �NI"$ W a a pwlMg.o a zm° Ill lit fl S IE g m m Z F1 d a k O 6 = 0 W V J m M ❑❑❑ uC Z O v Z N a J m D. Z 01 Ur m J Ii wm_c1 0 w A DAMS 'H KS' 1 1� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE FL 0 C y eH O -0To .LJIT)m "" Lo On d) `°' ,I LO A cCq In a) I.-�Um Do a 0 J W m o J m LoFF LL Model Name / Number: 1780 Plan Issue Date: Wednesday, May 12, 2021 F KA PROJECT NUMBER; 21-4894 Sheet: 6 Of ROOF PLAN B I FILE COPY I L!N i 10f N E7 "AKI Y APPLIED w k t At SASd7 A� �U OF s' � S TH 6RAW '. 2 ` A•Qi' REC" 5.2y06IL . � .Q x A A7LT 4Ll.EC.' Chi' "if25 © ,e, ...7. C!T ( 1T11ey,. �122t ( • ... 4 4� TYP. TIE BEAM W13WO P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SPA W/(8) - TOO X 11/2 SP5 OR SPB FOR 2x5 AND 2x8 WALLS a t DOUBLE 2x TOP PLATE {' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/30DO 1 P.S.I. CONC. W/1 #5 REBAR VERT, rIAPCONS EARING WALL HEARWALL FRAME WALL .M.U. 25YP/SPFPi W/ 2 X 8' "J" BOLTS OR /2 X Be EXPANSION ORS OR (6) 3' X 1/4' ONS OR 7/8" HILT( TIX-DNI 2x BASE PLATE SEE PLAN FOR MORE INFO FR (EXT/BR /S EAR) WALL TO MS03 aAncAnII nnKiNIEnTIFIAI fIETAII N.T.S. #5 REINF. 20"MIN. LAP BAR A 43 OR *4 REINFORCING �J�B• BAR SPI ICE 25' MIN LAP #5 STD- 90° HOOK 05 REINFORCING BAR #F I AP BPI IC.F SCALE')'®1'o" "MIN. LAP #6 REINFORCING BAR * GRADE 40 U.N.D. #5 teA,-° SPi Ics MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.S- ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2-A" 12- O.C. ' 1 2 x 6 1/4' X 2aA" 12 O.C. 2 .2x8 1/4' X2aA" 12'OC. 2 NOTE TAPCO14S TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST �UNTEL 1 a (2) X 2P.T. r > BUGKSW/ 1/2" O.S.B. BETWEEN i i FASTEN PT NAILER TO MASONRY I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2' TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 1 2x BUCK DETAIL LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT. MIN. 25" LAP (AC1530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — 78419 .,.. h .x.: .' s Y , I MS02 TYPICAL SHEAR WALL SECTION N•T•s. I 8 I I I ,t O , 1 I I 1 I I , I I I 1 I # N OD ge00 �W �g as OD L21� *S Wth gBq a Lq Z= o z � g g E Im7 afi_63, Wffl m D J sBe9 t U fit g' WWW.FDSENG.COM ❑ ❑ ❑ - O �y �Q a � CID — 1- Z N SW y DtV Q y u4C e \V WIC SUM 0� =- ®a g� "DAMHOML�lS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 1 ,—PRECAST 'U" LINTEL w/ 3000P51 CONC.F=TOp`C1WAI-,L GROUT SL BE FLUSH I l 1 i AT OPENINGTEL SSEE E FOR GENERAL CONCRETE ♦ Job Information: ED REINFORCEMENT HURRICANE �? �? B STD0 HOOK GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2- (1) #5 REBAR IN TIE BEAM IS TO BE CONE. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. B" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. S. (*) ANY UNTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LIM-EL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOOTS, PROLRETE F= RUXD WITH GROAT / U=UNR1-1 O REHAP AT TOP R=RECESSEp NIN. f17 Q'D 1-1 R CLEAR REBAR BOTTOM E OF UN1EL CAMTY � �ITTY.OF#6 01 TOP KNOCK OUT °p 8F16-1B/1T coup k 3 0 1 [NOMINAL ,' 7o GROUT i I -QUANTITY OF WIDTH a6 REBAR AT Y6 fiEBAR AT TOP ', BOTTOM OF NOMINAL o LINTEL CAVITY HEIGHT —BOTTOM REINFORCING 75 'ACTUAL PROVIDED IN LINTEL -ACTUAL(VARIES) TYPE IIFSIRNATION 8' NOMI - MATFRIAI S GFMPRAI INSTAI I ATIOAI MOTES 1. fe precast llMela=35OO pat. 1. P%MCO full morter head and bed lams. 2. fc prestressed 111tels=61 PSI. 2, Shore all" Lniels So required. 3. grantee per ASTM C476 FIT -3000 Pel w/ 3. installation at llMel must ccenNY with the arehltacluml and/or structural drarool 4. maximum 3/8" aggregate and 8" tat]' stump. 4, LLUossfls am mm of and wRh 51/2- 1 nob hmm at the ends IS adoommodste S. Concrete meudny miss (CMln Pbr AST.M C90 w/ wdoalcellfainbmingandgmuUl minimum nth area compmaslverh000lMm=2000 Psi. 5. Nl linbla mast oracaed US80 wrticel tlailedlon, except limas 17'4"and & Rmrar per ASTM MIS Sol 60. lodger wRh A ryomintl halD'It d S" meet a axceatl L/180. PreaVeaaing Small per ASTM A416 goods 8. Bottom SelgAtltlad rabmto ba iacetetl al iha batten of iha lintel oeviy. 7. 270 low relaxation. 7. 7/92" dlemater was sumps are wall W the batten steal for nnchenktl Srchmaga. 7/32 wire per ASTM MID. S. Cadir,placa concrNe may ba provided In composite tires' In I. cf concrete S. Mortar par ASTM C270 type M ar S. masonry unh. 9- Safe load oftil turfed on mdonal design anal per ADI 3W and AO 530 10. Rorua PmrNlit Approval No. 15111 11 The exterior sumfa s, a (Male Installed h e devior oonerater masonry wMla Sal hoe 0 Posting Of III applied in accordance with Al C 926 or other apprawd covill 12 UMel6 loaded eIn u8anaously with we l IAaWd and uplift) and herbotal (lelaral7 'Pads shoud be checked for oomdne loodIng who the tollowhg equation: Applied wnicel road } Appeal horn Ioe4 10 Sine wheal load Safe hortmnlei load O. 1070 8RC—L) 8O 1T -, • , 0 0 0 0 BRF141B/1T 8F18-1B/1T 'O C D O O O O 'b; 8F20.1B/1T `'b' O O O 0 "! O '4; BRF22-18/ST BF241B/1T O O 812818/1T 10Q(O O am IB/ST 0 I 1 I 1 ANCHORS r as•. ---� -- ----------- ---• 1 1 .. STD, 90DEG I I 1 REBAR ON BOTH SIDES ANGLE 3000 OF OPENING U.N.O. I 1 r1 REBAR i PROVIDE KNOCK -OUT BLOCK FORI 3 GROUT SOLID COMPLETE FIRST COMPLETE GMU COURSE _^ BELOW SILL &FILL SOLD) ' 1 I i W/ (1) *5 BAR FOR ALL m m , 1 ; • . WINDOW OPENINGS S'-6" ^` I i I I AND LARD m C _______________________________________________ NK1 ... LINO O CONT. LINTEL PLAN ....:.:......:.....a ::...::..:: :... RMS5 12'r LINTEL DETAIL /a =1-0" SCALE`: ,1/4" =1' 0" SEE FOUNDATION ELEVATION. i SEE FOUNDATION FOR LG@ATIONS PLAN MS01 BLOCK WALL REINFORCEMENT HOOK `} REE LL. ' O m N S 2 d Dl TYP. BOND BEAM / (D 8"x8'x18"K.O. LINTEL BLOCK ` C a QT Ln RLLW/3000P.S.L W �I/ C of REBAR ` / 1000 t�`J L INDICATES FILLED CELL FROM FIG. TO Z ryry�� U W GO 4) 0- BEAM BAR N. 1 #5 maw ® —/yjL�/L'J� /Z//D'� M V/ U) LL ♦ Model Name / Number: 1780 TYP. DOWEL 25" ♦ Plan Issue Date: MIN. LAP (ACI 530) Wednesday, May 12, 2021 ♦ KA PROJECT NUMBER: PWN .;..... 21-4894 Sheet: P =Ot LINTEL FLAN FILE COP( �I 2x6 #2 SYP P.T. ° SIMPSON HETA 16 EACH END W( (2) Yi'x5" SEE FLOOR PLAN WEDGEANCHOR FOR BEAM SPEC. 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER / > �!;' TRACK TO JAMB. v,•:^a , (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" °o "J" BOLTS WASHERS SET IN „ FILLED CELL W/ #5 TYP. FILLED CELL " it MIN. 5 PER JAMB. VERTICAL „ SECTIONAL OVERHEAD DOOR CONT. o P.T. #2 � WOOD SYP 2 X 6" .. r ? y TRIM o f<e 1 bQ 4 2"x6" P.T. WOOD JAMB ir DOOR AND CONNECTION PER GARAGE SLAB GARAGE DOOR MANUFACTURER .Fs 8T� ro w i• �� TYP. GARAGE DOOR F� ^ 0• TRACK MOUNTING DETAIL ' Seto ` !llllllll I41o*e N 0 NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS N DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.Ts. CD21 ENTRY CMU COLUMN/BEAM N.T.S. $fig w S F C w r $S ra sk u $V �� QO Nti J J J om D ��1g w ter^ ti ��' mE ri a asw BLOWN -IN R-30 INSULATION PER FBC .g r8 O a- E N a 9 O 9 AND ENERGY FORM SUBMITTED WITH Z v e Y PERMIT APPLICATION PROVIDE BAFFLES —BLOWN-IN R•30 INSULATION PER AT EAVES (FOR VENTED ATTICS) MGM Y m m C J FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OR @ a € un Z < a 12 WITH PERMIF APPLICATION ` SEE PLAN OVER APPROVEDTILE ROOF (PER EUNDERLAYMENT s N oU U J U PROVIDE BAFFLES AT EAVES \ Z SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- 6 A � �M OMI ,n D El El ' FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. IRSH) - ON FRAMING SHT. FOR 0 ' TILE ROOF (PER ELEVATION) SHT'G & FASTENERS. Z o OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA ' ROOF SHEATHING - SEE SCHEDULE TRUSS ANCHOR (SEE PLAN) 1 N QN PRE-ENG. WOOD [RSH1 - ON FRAMING SHT. FOR _ _ —. _ SEE PLAN FOR � iVi/J ¢ ' TRUSSES @ 24" O.C. a m SHT'G &FASTENERS. , 1/r---L • � BRG. FIT. 1 t TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • ° P EfAL DRIP EDGE r Iti TO BE INSTALLED ON OUTSIDE TRUSS PLATE Z m FACE 3/4" P.T. NAILER (TYPN FRAME FOR BUILT-UP l 7 zx suBFAscIA CORNERS min (3) 2x4 OR 4Q N_' . - "' — _ — - — - — - — - 4x4 w/ 2x4 POST UNDER EA �l' .fir SOFFIT. SEE ARCH. � co 1/2" DRYWALL ♦METAL DRIP EDGE. PLANS END OF SUPPORTING BEAM. O 2 X 4 P.T. PLATE w g f4iii�-, CURTAIN NAILER � B x B x 16 K.O. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 un _ 1/2" DRYWALL 1 x 4 P.T. @ WINDOWS n LINTEL BLOCK AND LATH WITH FINISH D.C.N W m 2X SJBFASCIA I x B P.T. @ S.G.D. " O.H. W/ (1) #5 DIA. REBAR & M -� M CONNECT ALL 2x STUD " 3Doo PSI CONCRETE (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- U N E TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. SEE ELEV. / Oo O �° OO \ NERS FOR NON LOAD 16d TOENAILS PLANS PRECAST "U" LINTEL u ;'v np°v — 5 SEE SCHEDULE " 'r,. \ BEARING SIDES NAILED i® = o m 1 2" DRYWALL " ,f °' ° °' ° °'� w/ 16d NAILS @ 8" O.C. U W o v / SEE PLAN FOR HEADER SIZE v °° vv, +° c N v o \\ O\\n\ ° oi� b9 QW l "`` A RAM5 HOMES OPTION: O.H. 2" OSB EXPOSURE 1 ON (1) C x T J CENTERED EA. \ \ ,u 15/3 \ � MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. (MU B COURSE HIGH A.F.F. ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEETBI3 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS \ CMU BASE FILLED N W/ (OPTION) STAPLE: 16 GA. 1 3/4" ell (T,P) w/ (4) VERTICAL RENF w/ FLORIDA CONTRACTORS LICENSE N0. CRC1330146 PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON " FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP NAILS AT 8" O.C. ALL BEDROOM WINDOWS. h REBAR W/ 3000 PSI PLAN Al -Al OF COLUMN 3000 GULFBREEZE PARKWAY n CONC. ALL LOCATIONS GULFBREEZE, FLORIDA 32563 " SHOWN ON FOUNDATION VINYL FRAMED WINDOW w/ SCREEN u & FLOOR PLANS " DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN u LOCATION OF OPENINGS IN SIMPSON LSTA30 N.:FOR R PLAN PORT ST. LUCIE EXTERIOR WOOD WALLS. IF NO w/11-10d TO BEAM SPEC. ,j& TO FRAME BELOW OPENINGS ARE INDICATED, FULL Job Information: STUDS ARE REQUIRED). v NOTE; 44" MAX. SILL HGT. ON r ALL BEDROOM WINDOWS. ? VINYL FRAMED WINDOW n W/ SCREEN WINDOW STOOL el CEMENTITIOUS DECORATIVE PER SPECS H PRECAST CONIC SILL ' FINISH 7/8" THICK PER ASTM O u C-926-98A PAPER BACKED FOIL RA u ' INSULATION AT CMU BLOCK WALL y", 0 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM ? EXTERIOR FINISH - N MORE INFORMATION). SEE T613 SUBMITTED WITH PERMIT f OLO 1/2" DRYWALL ON SHEET 6 (SEE ELEVATIONS) O a APPLICATION I 1 I FOR NAILING INFORMATION FOR FTG. DOWEL #5 DIA. REBAR �.�..I w M R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P.T FURRING 17" IN CONCRETE - 25" \ LO m w WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. EXTEND (ACT 530) ABOVE SIMPSON HETA20 �/ `H o 0 AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x W TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN Al Al BUILT-UP CORNER MIN (3) 2X4 3 2 w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER z m aD 'a WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ��\\ ON FOUNDATION PLAN POST ' ' V MIN, E FROM END - SEE W507 � • ' EACH END OF BEAM O J U(..I = m - WOOD BASE FOR TERMITE SHIELD ; SEE FOUNDATION PLAN FOR � '^ LO � SEE FOUNDATION PLAN SLAB INFORMATION TOP OF SLAB NOTE: 2 X 4 P.T. PLATE J m v J • FOR SLAB INFORMATION TOP OF SLAB _ _ - _ — - — - — T BE + , _ _ BOTTOM STRAPS MUST �.� �. ,a;q, * , W INSTALLED ON INSIDE OF co GRADE COLUMN. DO NOT BEND ° Q„9'Y Tt,,\ •, ° Model Name /Number: GRADE _ STRAPS UNDER PLATE. fi 1780 d',J' PLACE STRAPS IN FILL CLEAN 3 'SEE PLAN FOR v CELLS w/#5 REBAR :� °; (TYP.)4 COURSE HIGH CMU BASE VT N 0 REBAR QUANTITIES " e, , I Plan Issue Date: COMPACTED ., ;,.; • SIZE. TOP OFCOLUMNBASE FOR COO • Wednesday, May 12, 2021 FILL2 -0 AFF PROJECT NUMBER: „ KA PROD SEE FOUNDATION PLAN SEEP I, SEE. FOUNDATION • O9A 21-4 16" FOR FTG REQUIREMENTS PLAN O `f NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of, DETAIL - UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-O" WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'-0" CD22 I ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS V � V Th iD m W � m W ISh° -IIIJ (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS (D=0.148", L= 3') OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D=Od9T, L-31/2')OR EQLAL C=0.162%L=31/2')OR EQUAL 1)AD CENT NAILS ARE DRIVEN FROM 3) MR 4.PLY. PROVIDE 1/4-DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NDS SECTION 15.3 FOR THE THICHNESS OF THE IAST LAMINATION, ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.6, FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. UBLE 2x4 12)12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 4g" MZA! 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 PATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ�D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ UBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" D.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. �nM�N TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2I ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPUED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2xS TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL 3/a" = 1-C * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1) (21 (I) 2 >4' BUT <9' (2) (3) (2) (2) 31 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - °oF,y * * 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 IEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2x #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 EXT. OUT BEAM TO SUPPORT SIMPSON HUC410 TRUSSES IF SPECIFIED ON PLAN ---------1- ---i BUCKET SEE ROOF - - - - PLAN FOR MORE INFO SEE ROOF PLAN ' FOR BEAM SIZE ; i &CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & `------ -- --- ---' BASE CONNECTION INFO •------- A OPTION B .OPTION 1/2" OSS FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SCALE: 1 1/2" = 1'-O" AF--�A SEE PLAN FOR TOP OF BEAM > SFE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. •• SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — SEE FOUNDATION PLAN FOR MORE INFO CD11 I COMMON BEAM ATTACHMENT N.T.S. g l 3 W 00 t~O00 8 _ cc R y N p�Mgs yym-pQ 4 G IY 2 a W Di tn d €W 0 3 � Ag$im L D o_ BE ��� o z In o D N WwN.FDSENG.COM cA ❑ ❑ ❑ Z o - Z O N ` Z Q� W a rn (^J Z U) m � u INV C Uca V) F f'3 U N m -U N v 1 � 0 Qo� am 4dftYA\r%ARXd= LWAIMWIM FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE jVI Jab Information: O a ZN � Lo W O B o d LD .N- d m M ai � z x�-I Ln H U 3 m (�a 00 a o J W Z) m Lo o J oo Cn Ui VI Model Name / Number: 1780 Plan Issue Date: Wednesday, May 12, 2021 VT KA PROJECT NUMBER: 21-4894 Sheet: 3 Of: WF09 WALL HEADER DETAIL N.T.s. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0' O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN r OR EQUAL TO 45" MINIMUM 2'94" CROSS BRACING T , . •� (SEE PLAN FOR ' LOCATION) ` s'-v s BLOCKING I I _ (3)12d '. PER JOINT CONTINUOUS LATERAL BRACING- NAIL OVERX•BRACE AS SHOWN INSTALL ELKS. AT TRUSS WEBS ' CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2X4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.r.s. PROVIDE 2X4 MIN. BLOCKING AT 4 Pso , o k r •',6+ o00 CENTER LINE OF HIP/RIDGE, TYP. w r� BETWEEN TRUSSES W/ (2) 12D E9 ,• N q NAILS EACH END TO TRUSS TOP 6 �µ0 CHORD A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING A TRUCTURAL WOOD TRUSSES AT LEAST ONE TRUSS CE 6" OVERLAP G.T. ---- SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 y TOP CHORD WHEN REQ'D NAIL TO TOP CHORD ?0 PREVENT SHEATHING RUSSE OF HIPPED TRUSS W/ 3 SPAN FROM EXCEEDING IP 1 M 2d NAILS 0 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) I ROOF (2) 12D NAILS MINIMUM (3) 12d SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR SEE * SPACED AT 10'-0"'MAX SYP TRUSS BRACING F d£o W00 PLAN I- g;CI03 � m r �m �E 00 4E 2X4 BLOCKING 8$ORRcm W a i�9'mQ0 ai w BETWEEN TRUSSES HIP TRUSS °0 wo 6 w a SFrr. a a a cc o $a�9 � a o N.T. RIM MWTB03 HIP /RIDGE BLOCKING DETAIL N.T.S- TB04 TRUSS BRACING OVERLAP DETAIL (TYP) .14r' 0'i t 0 .5gs°z N o YANMIUSENG.CGM ❑. ❑ ❑ Z z TRUSS NOTES: 8 Q � N 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2014 _ (TRUSS PLATE INSTRUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND a Lu BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT F IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED W TO SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY Z N C CONSTRUCTION MATERIAL (SUCH A RAVEL SHINGLES S G OR ERSHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT i 4) '� ) EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (OB,CB,88) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. U U 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 4 m ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. w 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. = a co SEE TYP. TRUSS BLOCKING DETAILS � � U N E h�-o V SHEATHING 3 TO 4TRUSS rA ASSHOWN C 00 V j11,4 TRUSSNATE SPACES nLOT�ERrnnm Q N o wo VERTICAL SCAB 2X6 #2 SPPIOD�� W/ (4)12d TOP & BOTTOM SEE OR HCLR/LL IN PLACE OF (6BCTr10N REQUIRED 0 RAFTERS GRE SEE PLAN OUSLE TOP "�jAfl JIM 1�vll P � „ ! \DAM$ WOM NAILS TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 I 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS PRE-ENG. TRUSS SECTION B-B VARIES w ,ROOF DIVISION LOCATION: STUD WALL 12� SEE PLAN SLOPE PORT ST. LUCIE ,.: Job Information: CONY. FRAMED RIDGE \ \. / / / MAY BE NAILED w/MIN. VERTICAL SCAB 2X842 \ 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF 4W O.C. W/ (4)12d \ BETWEEN TRUSSES NEU TO PR'-"G. TRUSS 2x8 LNG. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ 3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MT812'S REQUIRED & RAFTERS GREATER R QU \ 2X4 SPF BRACE \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & \\ \\ ALTERNATE DIRECTION SHEATHIN RRAFIEp� \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS ° TRUSSES W/ 12) 12d NAILS (OPRONAL) 0 EACH END, OONT. EACH BAY TRUSSES ` O M B 2X4 SPF W/ (2) ATX31/2° / / SEE PLAN W .. 4) d' DB WOOD SCREW EACH TRUSS OR HS048"O.C. ° / / in N M m BLOALTFCwNGNG PRE-ENG. TRUSS \ / / > � N CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURALSHEATHING \ / / / / % . U) a CHORD AT ALL HAND FRAMED AREAS TYP_ \ \ L U SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / ® B \ \ / / Lo m 2X4 P.T. BLOCKING BETWEEN TRUSSES W/(2)-12d NAILS 49 AT 8'00 - 2X87i25YP RIDGE BEAM DIAGIftEE 2'-0" ON CENTER \ \ / / / 2X4 SPF. BLOCKING Model Name / Number: EACH END MAXuss j( 24 RAFTERS ®2•-D•o.C- \ BETWEEN TRUSSES MAX. W/ (3) 12d COMMON Y 0 24" D.C. MAX.w/ WALL BELOW TOENA1Ls 7o RIDGE BEAM/"A/N 2X4 RAFTERS FOR SPANS L TW \(3)12d EA. END (TYP.) 1780 (SEE PLANS FOR TYPE) 4 FT M 2'-0. O.C. MAX W 10D ) SEE PLAN 13) MASONRY COMMON .TOEN 1 TO RI E BEAS M 2X4 CONT. U OR WOOD Plan IS3Ue Date: SEARING SUPPORT T & B CHORD i TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2• SPACE M13ER: 2021 � APROJE TN KA PROJECT N�UMpBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING .SEE PLAN FOR MORE SHEATHING INFORMATION 21-4894 2" S.Y.P. @ 16" O.C. Sheet: Of: TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N S I T1315 fIEXTERIOR NON -BEARING WALL DETAIL I N.T.S. J IIETAILS y AND RRA(FRA tall Framl g:. 2SprUM/Pine/FX ri 6" M � ERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural perfonnance. Use only 2-1/2" wood screws (#B 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 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE a 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE ae All 3" 3" a 3" :f L3 3" III - IJI ( I" 3" 3" 3„ 3" 6' 6' ah, V DOUBLE DOOR W/ SIDELITES )A 'E L i" 6" >PACE :VEN LY 31, 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 7— ere IN FRONT OF MECH. OR A P,, WHEN REQUIRED DIA. CONCRETE FILLED PVC. PIPE. O -r.— TOP OF SLAB 00 ' 1°,Ih,II` I f ` Ir . Ir I ,0 16" MIN. DIAMETER ° ' I CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. i" SPACE EVENLY m 01? use .... 8 8 S .. _.. 8'. a. ..............­. ..... r SEA M L NAIL SHINGLES W/ 11 OR L2 GAUGE ROOFING NAILS, 3/eI" MIN HEADS.6 PER SHINGLE. .swami - Aa1i'nm" \'Oei�[AmAss6GOOge SHINGLE INSTALLATION GUIDE ROOF£RICKEri MIN: 3:12 SLOPE ASPHALT BASE (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY ITEXTURED, PAINTED BEHIND FLASHING EXTERN WALL FINISH ANDG A LOCA411 MINIMUM or ABOVE 6" X 6" H GALV. VERmOAL RISE OF FLASHING AL WALL HASHING GONT. AT HNEEWALL RY PLASTER SM SEALANT ROOF SHIN GLE6 z 6" X 6- H GALV. FLASHING CONY. m FLASHING DETAILS 6" HORIZ. NOTE THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET f KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHI LLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WOW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU ; THE W'DOW FRAME INTO MASONRY °S . JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 13IV 11 i+J. EfulBi bMENT —18 WOOD SCREW lYtl�•� � CAULK BY OTHERS p,A:41111. OW HEIGHT: 17FTEAiOR INTEATOP TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S M Ea mu Q4BIEE OF 'OBEAMINMUM NES SHALL EXTEND PEDGEATEA ESTHE TIP EDGE AT EAVES INSTALLED SPRIERa AYMEM. P IETALLEd THERE SHALL HE A MCIWENTRIP EuINSTALLED E. DMAxmuM a s2r rn Mafllmum Fasa men Spadng pamb% Head and Sill) 4. a" #lg: abpnlina a4kfgf RXad Meat w►td v d 6aeriui Sheathing • Ym may wish w preddli the inStalWdan holes m the An at this Ome. Me lmlesly, NemvLw An as are my Sep2 Apply a generous bead of silinotne to the bacWk of the mounting Am Use enough silicone w sufidently All all voids between the fin and the wall sheathinq. Step ImeAthewndowadotheowinghontheou!side. The window is labeled "msUe" and "ou6Ma", but If these labels have been removed, the bead shDuld always be to to Inside of the building. Sep 4 IrLgall shims under the 94, adjusting them umA the unit is pWMG In the opening. Shims shouts be instilled under to slit away 2 feet. The window should be basically centered In the opening with w mite than 1/4" gap behosen the window and wall ham . Step 6 IrstnBa#10X 1-117 anew 4"from the cone ofthe fin at each and of the head sill and both Iambs, Step 6 In#al the hemming fasts me5 m S•tncrements from the corner schews to the oemerof each frmne member. Use core not In mar - tighten the sceve; and pull them thmgh the fin. AW,make sure the suewa 90 in straight and do not amsw the frame to bow. Wall framing shouts be a minimum of #2 SprumIRWAr. FlaiNABIM,SmOdbe#10 $dews of wkfidank IahH1h w UNM 1.3C8" l e mIton find the wag and no lea than 1/2" fidm edge of framing. Fastaer 'tlesneeded In eadt sideaffamewadhlew B" or Frerrle t4embe 10" 3q' 20' 34' 42" so" I sr I w I 7,r 1 s2" 1 w I98" Number of Faa4mets 1 2 1 3 1 4 1 S 1 8 1 7 1 q 1 q 1 10 1 11 1 12 1 13 7 Remove eicess sligame "gueste oun ham around the fin and ImM to, holes a yphs. Ike$Mane to fit any winds. Step 8 Udesired, a foam Insulation on be applied to the inMior gap between the wmd w and well framing. If applied, Menustbe dre NON SYPANDINO MPEFOAM. Shp9 Since thew Mndhwnawtvkallyusedinroomswdhhl#hmokhae,L batlaoa"s,ttkrecommendeddietthe Imelugap between the window and wail homing also be seated With silkne and waled s" as not in Interfere with San antallatath of "bNE1 ale Or Dim, Step 30 Once all construction Is complete, remove the bubble wrap from the imdde and Outside of the wAsim. If necessary, dean fife Nod¢ With a mild detergent and mm Woe us a soh loth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. g 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. _ 4 F `Ln° to r- SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION ssg� pgN° AND CALL OUTS. g WOM42 OL ° 8 Ipm"ags a. Q��s�" UJ v w in Product Approval Submittal Affidavit a ,a9m z o Building Address: Contractor: �92 ��� � o � Building Permit: gig LL 919 Product Pressures Manufacture Model # Attachment nt Approval # ° J F°.5 ry uAi� WWW.FDSENO.COM ❑. ❑ ❑ Roofing: p �' 1st Choice COUNTY DPP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING F1.30310.1 Z NAILS. 3/8" MIN HEADS, 6 PER SHINGLE. Z CNI g w W/ 3/8" MIN PENETRATION THRU SHEATHING Q ,C ROOFING VENTS: DAD E Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, COUNTyAPP. pro ucts Inc CA FL21580.1 R-2 � �t� (z - ROOFING UNDERLAYMENT: w� TAMKO BUILDING TAMK 0 No. 30 UNDERLAYMENT SHALL BE APPLIED AND 1st Choice FL1232&R9 h _ PRODUCTS LLC #30 ASPHALT -SATURATED FELT ATTACHED IN WITH R905.1.1 - LO w 1?y F,� L11 � ti Overhead Garage Doors: 1­ -9 1st Choice t30.0/-30.0 CLOPAY 53W5 FL16546.8 i W re E 16 x 7 2"x6" P.T. WOOD JAMB WITH $ 53W5 (5)1/2" DIA. x 8" J" BOLTS . — 5 oo 2nd Choice HI30,0/-32.0 CLOPAY 8x7 FL15279.84 U �o s ©I Swing Doors: lz o �m 1st Choice +67.0/$7.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16".X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 4.•67.0/�67.0 THERMA TRU-0ORP. SODD AND MIN. 12 O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 DAM HOM'E.S. FIB]FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PLAT PRO FTRU FLL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: ML WINDOWS &DOORS SERIES 420 SGD GULFBREEZE, FLORIDA 32563 FL15332.4 DIVISION LOCATION: 1St Choice IOICe Alum. r InP r MI WINDOWS & DOORS SERIES 440 SGD FL1533212 PORT ST. LUCI E 2nd ChoiceAlum. reinforced a Job Information: Windows: +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (PHIS PAGE) FOR UNIT INSTALLATION USE 3/16' TAPCON FL 17676.9 1st Choice Single Hun (fin) ANCHOR WITH MIN. 1s.6" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hun flan e) OFOR NFSTAIEN TLTH.ION T ROUGH DDE BUCK U E 8 W000 SO WOODOF BUCK. FL 17894.2 3540 SERIES SUF'IIENT LENGTH TO ACHIEVE 14fr" INCH MINIMUM EMBEDMENT+50.0/50,0 MI WINDOWS Single Hung (fin) IN WOOD SUBSTRATE. FL17676.2 i MI WINDOWS 3500 SERIES. Single FL17894.4 Hung (finless) frame Mullions:Ils— o M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 C A-d. 1st Choice MI WINDOWS Mulllorr 6" TAPCON ANCHOR W H SU I NT LENGTHY ACHIEV IAA p in M•1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 1.5904 2 U m M ul'o EDGE DISTANCE to Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18844 R6 eH • ' 3 4n 4) WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD t BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE 0 �M W(V) LE W 5/8" MIN. EMBED. INTO WOOD BUCK. - _I V /� / V J Soffit: V I Model Name /Number: Standard vinyl Staple 1-0" on center In direction 1780. 1st Choice f66.0/-71.6 KAYCAN LTD of length FL16503.4 R5 Plygem / Variform Plygem Double 5 1 Double 5 standard (vin)l) 10" FL12194.1 Double 5 standard standard Anyl staples solid 144 vented • 145 F112194.2 Plan Issue Date: Hurricane Panels: Wednesday, May 12, 2021 St Ice Dade County App. SH LTTER &R13LASS Storm Panels 24 GA. STORM PANELS FL16293 R3 KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 21-4894 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Sheet:S_j of Fl. # 87864 a Name: Luis Pablo Torres Certification Number: MATERIAL Name: Certification Number: REFERENCE INFO (PSL) !V\}\li t,ly r0j �` oR P,I, a e d�• tsD He s F •C 0� FI. Q' V" . N e-a Izl � I�BOe�ty' �? 0�18 9 s �* in MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH / RESISTIVE BARRIER & SELF -ADHERED FLASHING TEMPORARILY SECURE -WEATHER /' RESISITIVE BARRIER WOOD FRAME CONSTR. - TAPE EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. IL11 \WEATHER RESISITIVE / BARRIER. USEAL NDER E KI JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut fold up temporarily &tam ore d sere weather resistive barrier above header to allow for flashing installation 2. Self adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATI ON AFTER WEATHER RESISTIVE BARRIER JW P 0 1 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER -.DC GH OPENING 3/4%11 BEAD OF CONSTR ACHE IVETOSEAPPUED UNDER THRE HOLD OF DOOR AND RETURN UP J B 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING 7SELF-ADHERED FLASHING 7 1BFLOOR RIM J IST 1' �r HING HING S ELF -ADHERED FLAS EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 314"-l" BEAD OF CONSTR. IN ADHESIVE TO BE APPLIED UNDER Ft THRESHOLD OF DOOR AND RETURN Fl. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING is \\° III•• ION A (SEEDETTAIAI (SEE DETAIL W�2) SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING NAILING FLANGE -4 O 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK r SELF -ADHERED FLASHING / DECK PROTECTOR SINGLE JOIST i SELF -ADHERED FLASHING 1HO.8362x:DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD �- SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST V 7 EXTERIOR CEMT. FIN. BUILDING PAPER SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) WIRE LATH BUILDING PAPER SELF -ADHERED FLASHING WINDOW UNIT SELF-ADHERI SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOWSILL 2 it A STALL SELF -ADHERED �61­1ING JAMB & HEAD FLASHING, IUM 6" )HERED FLASHING FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT 11703.1A Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 0.3 in :12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING ZZ P R D U CTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. where EXTERIOR joints occur, felt shall be lapped net less than 6 inches. Other approved materials shall be installed In accordance with the CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive baffler manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water-reslstive PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a / manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor-pormeablo barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. BUILDING numbered Items In the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater 2. Install flashing and weather resistive barrier to form water shedding laps absorbing layer or designed drainage space. Q 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, selfadhemd membranes and mechanically attached flexible " paper of installation and to minimize embedded in the adhesive layer) -for ease In flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant Fluitl-applletl membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING Scoring Cuts instructions. All flashing shall be applied In a manner to prevent the entry of water into the wall cavity or penetration of CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components. selfadhered membranes used as flashing shall comply with adhere to substrate using a square piece of flashing material (6" x 6" AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum` / AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in RUBBERIZED ADHESIVE ASPHALT 6. Fold as shown by arrows exterior walls shall comply with AAMA 71.4. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be Installed at the following locations: ADHESIVE 7. Angle Of Comer may very, adjust folding of the flashing accordingly to fit SELF -ADHERED FLASHING l'{ fight to Comer 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the barrier SCORED exterior wall finish or to the water -resistive complying with Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: (BEFORE FOLDING, SCOPE RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the ADHESIVE A3SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY CORNERS THROUGH at the head and sides. SELF- ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 2 WDMA 300 or FMA/AAMA/WDMA 400. 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal copings and sill%. 6 4. Continuously above all projecting wood trim. S. Where exterior porches, decks or stairs attach to a wall or floor assembly Of wood4rame construction. - - G. At. wall and roof intersections. SELF -ADHERED FLASHING INSIDE CORNER � �s ,ry 7. At buht.ixn gutters. �Yg,� W '•, ��®�r¢� � 2 4 Y Y h o 8 AACCORDANCE WITH TPLYA LIQUID IHE MAN FACTURER'S RECOMMEN ANG TO THE MASONRY OPENING DTIONS, BEFORE? INSTALLATION OF THE BUCKIRECEPTOR. WINDOW UNIT SLOPE 0. in : 1F..O in (0.6 cm 130.5 cm) S LF-/HERED FLASHING WIRE LATH BUILDI1`i1G PAPER E ERIIR CMT. FIN. SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASH I *-i EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 7/8" Cement Plaster Cement Plaster in accordance with ASTMC926 over wood 2nd floor 'Cement -Plaster over block ' list floor Note: The building parror and metal lath must be installed over the top of the weep screed. Slab OPTIONAL DETAIL_ WEEP SCREED DETAIL SCALE: NOT TO SCALE 718" Cement Plaster In accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block Vulcum cauk bottom joint only Metal Flashing 3-1 /2" Unperforated nge 7/8" Weep Screed 1 /2" Cementltlous Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 112" Cement Plaster Finish 2 1 /T' Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor vvvexL:rrrrr O TORS"�z7, ♦°j�a4`i �l N.S `•� 'jam w 7 6 A •.'. ItyO 8 8 O oO. c N 3 n�P� o $ fp $�G R ap x St pj$ li ti IL m bwg a 5. 2. m_ ui N a @ U) €Zta afl z ° e'g g 3Y 8a g53 °LLJ a ads � ° s Eg@ IL a 3m9 2 o gg w ° gAs 0 c3 m A ° www'"IENG:ccaLo ❑ ❑ ❑ e, G z rT, Z sin in nU1, m $ W J _ LL I 7+J W 'C OW V � rC NIF cm RSO�NE I.r w�1 C N 60 ��Y Q N ODD rMl ® DAiWS HCM S FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE f Job Information: FL at ° LO o to 12 It on M LO m ai -4 Lo 3 (a ' Z m 00IT ® 0 _3 LU M o J m U) (f) ® Model Name / Number: 1780 Plan Issue Date: Wednesday, May 12, 2021 r KA PROJECT NUMBER: 21-4894 Sheet: Of: WATER PROOF DETAILS cn N am Cn LO N 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan 2.5 TON W/5KW @240V 1PH 18x10 plen scale :1/4"=1'0" 8 platform by bldr 25 SH 25 SH 5" bath duct to roof or wall cap w/ standard 70 N cfm bath fan Ln N VERIFY LOCATION W/ BUILDER 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 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL AREA CALCULATIONS 1st FLOOR 1780 S.F. TOTAL LIVING (AC) 1780 S.F. GARAGE 391 S.F. COVERED ENTRY (BASE) 98 S.F. COVERED PATIOAANAI 117 S.F. TOTAL AREA UNDER ROOF 2386 S.F. v s s 0 O cz O Q 0 O S S 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. FILE COPY