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HomeMy WebLinkAboutBUILDING PLANSTERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES ANANDLAWS �ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES. 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE.. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/10" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE. OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROM ED 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 WI H ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORM WCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER I DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION. INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE. WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE N BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL. EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND ATTHE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. -AT BUILT-IN GUTTERS. w , CAST IN PLACE CONCRETE CODE CRITERIA 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" - FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1.1/2".TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL 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 FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 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 LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF20 EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 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, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N., TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES STRENGTH OF 2000 PSI if = 2000 PSI)2. MORTAR SHALL BE TYPE "S", COFORMING A. TO ASTM A MAXIMUM DAYS DEFLECTION CRITERIA 3. COARSE GROUT SHALL CONFORM 0 ASTM C47640 WITH AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 OF 3000 PSI SLUMP 8" TO it". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMENTS: 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT, 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT AMAXIMUM SPACING OF 192 DIA OR LOFT, ROOF RAFTERS LL/180 TL/120 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) 1L/360 TL/240 6 REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST** * LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE METAL. TILE .ROOF (PSF) ROOF (PSF) PROOF (PSF' 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL. FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA$ REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 20 50 10 WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1,7E Fb=2400 PSI MIN. REQUIREMENTS ALONG W NAILING INFORMATION OTHERWISE: 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQU S 0 G / G FO NON -CONCURRENT ( ) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN gpPROVAL FROM FOR OR INDICATED ON PLAN ROOF DECK: PLYWOOD C-C/6D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP .IAPA RATED (48/24) SHEATHING. SHALL FINISH FLUSH TO EXTERIOR WALL FACE, GENERAL FLOOR LOADING R 5 32" RATED OSB EXPOSURE I 6" STRUCTURAL I OSB EXPOSURE 0 1 WALL SHEATHING: 7 1 / / A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION.. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL BOTTOM CHORD DL 0 (PSF) 5 (PSF) 25 0 10 55 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. SPECIAL FLOOR LOADING GAME ROOM BALCONIES/ DECKS 60 (PSF) 40 (PSF) COMMENTS: 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN. THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE -ENGINEERED -TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY BALCONIES OVER 100 SQ:FF LIGHT STORAGE 100 (PSF) 125 (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS; BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. LIBRARIES READING ROOMS STACK ROOMS 80 (PSF) 150 (PSF) GUARD RAIL 0 HAND RAILS (d) GUARD RAILS IN FILL COMP. (f) ROOMS OTHER THAN SLEEPING SLEEPING ROOM STAIRS 200 (PSF) 50 (PSF) 40 (PSF) 30 (PSF) 40 (PSF) UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD. NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO.. THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 111 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 30F7 ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM ..AREA ® 50 (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 25.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 50 (+) 24.8 (+i 24.8 *0 ® I (-) 27A (-) 31.1 at 0, 0 YYY (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-O" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 (•) 27.5 0 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER S CONSIDERED TO B IN T WIND -BOURNE E DEBRIS AREA. CONTRACTOR TO AND I CO E HE WINDS RN D R PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO: I TITLE: 1 COVER SHEET 2 FLOOF; PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUS!:3 LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAI1LS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAG \\\\senOR rJrej�B \\ o T S � r� \\° � cN S C..1 • G 6N „. w 9 C7 .". C1.- a'(CN uJ °ti97rdI it% c d FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY T LOCATIONS. 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING, SEE PLAN FOR C.M.0 WALL REINFORCEMENT A 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. It Is the intent e t of Desl er En Ineer listed in the tltleblock of these gn / g documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals 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 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE prevent error. and all subcontractors are required to p The Builder a ubco q review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL, the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (i) SIMPSON MTSM16 TWIST STRAP W/ (4) , k" x 2i/a" TTENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TREWS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFF, VANDALISM, TRESPASS,OR ANYOTHER PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER Assurance Manager immediately. No backcharges will be considere not reimbursement by the Designer/Engineer without advanced CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY 71MEFOR ANY REASON. notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In accordance to the terms of the agreemer MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION} FOR COMPLETE CODE INFORMATION. 16d x 2-i/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON. HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IrSTRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION orthwest Florida 040 G3ULFBREEZE PARKWAY: RE FLORDA 32563% ., MODE01,65� ,Ar%l ` kt7 1 -1i W � REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 4,7 �-4 Aq FILE COPY NP U d "1 ono g LO�n €� �'m O 0 N $ a w r g8m�$ ��mtr'E wa a a d a w s. aP l9-_G:.�„s arc O a$` O. a f g9 S o=0 0 we gIF W�MW m o a Z� 05 a r LL 0 0: N W U N - o Z N 8 N ^' -a4§, Q-,v-' da z u`i m � W � D m V - � I jt­��:� Q w � c N c q �C4E OD � ao f U Cf OD ,may , N o Q hp �. FLORIDA CONTRACTORS LICENSE NO. CRC1330J.46 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ITI Job Information: LIJ y'``A _ 0) M .+ � ca (1) z � co 0. p J Lu CC LL _jMw(1) VI Model Name / Number: 2265 ® Plan Issue Date: Wednesday, June 23, 2021 V KA PROJECT NUMBER: 21-5945 Sheet: Of: COVER SHEET 1 It 0 0 s VTR 11 J LAY. JL 211 VTR LAV. C/O C/O TUS W.G, SNWR. LAV. D.W. SINK 2" VTR 31I L.AV. �� W,C, TUB 311 4„ VTR JIL 411 311 L I L.T. TO SAN, LAv, 1 WASF4. -s1=-w =R W.G. TUB PLUMBING RISER NTS 57 -0 23'-4" 14'-0„ 4'-2" 3'-10" 8'-0 41-8" 111-81, „ 1T-0„ 2, ,T" 7'-0" 3'-8" Ale ■ ■ ■ ■ ■ ■---------- _______ _________________ ■ ■ ■ ■ ■ q I -; _______.______ •-- ---------- ---------' -_------N _�--. -'IT -__- --_ r--_-, 1 I I 1 II b TUB/SHWR I F2.5 FMD3 I 4" PATIO SLAB FMOl , HOSE BIBS W/8"xB,,.THK'N ' 1 3:1 0 3.1 Q 1 -- �----- ----, 1 UI EDGE 1 I o til � ;0, 1 `--------------� m �- I� LAV N 4" STEPDOWN 1 , mLA --------------- --- -`---------`------------- -- ---.• F301 1 I ■ 1 1 1 I I 1 . 1 \ C C.J. 1 ■ 1 I SINKLn 5'•5" 7'-6• ' 21'-2" 8'-7" 2' *" — _ - r + — Ln ap ■ r" o 7j +- r,'► I n1 - In a l I Irotlti 00 I lL= JJ lL' J ' O LAV I LAV ■ v I f C.J. ' o ■ m I W/C m 01 .HVAC GARDEN TUB M ■ 3.1 LAVr. III' I I.. •rti__+, ." � ' � ; 1 0llll 111 I 1'I�1 __L- J L 1 • 1 1 I 1' ' i r� �1r/ __ _ 1 F3.0 ' 1 •/ iI-: I' �;,, I I II friL�_VJ,L�_ PROVIDE CHASE W/C FOR HVAC UNIT`-ti.l 3.1 ; p 1�` i_- 7'-1'h= M ■ i l�`p101��'cp 1. __ ___,�I; I I W IJ 00 14'-0" �}}� TTiip`I'F' TUB/SHWR o1; L _ J 1 l FMOS I.. zO-SNI i�__ _J I'i Ili M01 in 3.1 FMOJ `.q ill ;' III d l l --------- --------- - ._________________ ____m _-___._"______._Jd.lyy___ 1. ________________41�__________ ________I__-.__-___-.__, ■ ICI ® ';■ ■ ■ 4" STEP ON ® ' ■ ------------ ----- -------1---= ----'-- - ---------• ; 4" STEP ON FM11 3.1 1 ; 2'-11" 1" T-0" 2'-2" 1'-8" _ i 3.1 i 4 w m 1 N ' FM02 3.1 I N W 'c.J.. � I 11,$" ■. , 1 , ; 21.0" 7'-0" 3,$" , iv 03 3.1 I 1 I 1 3.1 1 I E NOTE 6 cJSE o 00 .: q --------- --- , � 3:1 1 F3.0 F3.0 F3.0 0 7'-0" r ■ Iz i ■ i w i 13,_8" ' 2„ IN 1 H 0 ~ MASON TO COORDINATEW/. 5 I q BUILDER LOCATION OF ELEC. ti GROUNDING. SEE ELECTRICAL SHEET FOR DETAILS HOSE ; I t ; BIBB I ■ ■■ ■■ ■ GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 3000 PSI CONIC. SLAB W/ 6X610/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 8 INDICATES FILLED CELL W/3000 PSI CONC, FROM FIR. TO BEAM W/ (1) 85 REBAR TYPICAL ABOVE SLAB. HOOKED FIG. j DOWELS 17" EMBEDMENIT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS QF 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 I/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION, B 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: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN, SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 ( MODIFIEDPROCTOR ) 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 GRAVITY CAP. Iba F1.0 1'-0" X CONT. 1'-0" 2 05 E.W, GOT. 2000 P2A 2'-0" X 2'-0" 1'-0" 3 05 E.W. GOT. 7200 5 F2.5 2'6" X 2'6" 1'-0" $ 05 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 06 E.W. GOT, 15500 F3,5 T6" X 3'-B" 1'-0" 4 MB E.W BOT. 21500 F4 0 4'-0" X 4'-0' 1'-0" 5 A5 E.W GOT. 28000 F45 4'6" X 4'-0". V-4" 5.8 E.W SOT. 34500 F5.0 5'-0" X 5'-0" 1'-4" 605.E.W. GOT. 42500 f6.0 6'-01 X61-0" 1'-4" 7 AO- E.W. BOT. 6L5DD LEGEND 0 - INDICATES SINGLE -STORY FOOTING - INDICATES TWO-STORY FOOTING -INDICATES PAD FOOTING REVIEWED FOR CODE COMPLIANCE' ST. LUCIEC/�OUNTY BOCC 3'-0" 16'-0" 3'-0' 14'-8" 6 4" 14'4" 22'-0" 35'-0" FILE COPY 57'-0" FOUNDATION PLAN SCALE: 1/4" = V-O" ELEVATION "C" & "CR" g4p LTORgFs G<1 7 N0 C4 o S� i $�®'T(Iiill L1 T m rn c C T3 O f'�a2 ti � 0F ■ us m ro u s5 Q G S.� S� a ui y lit? g 13 p� '0 3 g 3=o 0- s T- zm�LL ,sg81 198igm 0 J " L- CL Eli WWW.FDSENG.COM ❑ ❑©❑ M _o z N Z J z — U) I4 q Q) C-i 10 p W B V U — I 0 w 2 � rz ai w �N G U m o �' o 0 Q NCU�O 4 I A OA s aM�s FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: `) W o') ca N a E z I-�Um GD ° OJLUZD m o J m (n (n 00 ® Model Name / Number: 2265 ® Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-5945 Sheet: 3 Of FOUNDATION PLAN (*J 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 REI-FRENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8" REINF. OPTIONAL CURB FOR VARIES GRADE SEE PLAN MASONRY @ELEV. 0'-0" W/ (1) - #5 BAR CONT, 00 N •�'• REINF. cw I 2 STORY: 20" X 20" W (3) - #5 CONT. 16' (2) #5 SEE PLAN REBAR 16" . (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2"=1'-O" FM02 I SECTION @ GARAGE 112"=11-0" REINF. SEE PLAN ;0 #5 REBAR FM03 ITHICKENED EDGE 11/2"=r'-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. I q1 GAR. FIN. FLR. I 2x BRG. WALI (SEE FLOOR MORE INFORP MKIIIII ALIGN DRIVE W/ BOTTOM OF (2) #5 REBAR RECESS & PITCH DRIVE n ' • , ; 2 STORY.'20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 GONT. 2 STORY: X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W 3) - #5 CONfT. FM09 I SECTION @ GAR. DOOR 1/2"=1'-0" FM10 INTERIOR BRG WALL 1/2"=1'-0" ///��_2x BRG. WALL 2 STORY:. 20" X 20" / (SEE FLOOR PLAN W 3 - #5 CONT. / FOR MORE INFORMATION) tiITW 5 REBAR FM7.1 STEP DOWN BRG. 1/2 =1'-O" SEE PLAN a+r OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO IN 4"x 4"x 16" uaFJ " ELEV. 0'-0" WITH CURB O rn (1) #5 BAR CONT. �� 8" I• (G.C. VERIFY) a0 F.F. REINF. v� (SEE PLAN) a 1L INSTALL LINING - MATERIALS PER FBC-R P2709.2 I - MUDDED FLR. SLOPED TO DRAIN #5 CONT. MIN. FM14 I SECTION @ RECESS SHOWER 1/z"=r-o" FM18 TYP. STEP FTG, DETAIL ALTERNATE: REIf THE REINF BARS SHALL BE GRADE =1 SEE PLAN TYP. SEC. 2 45 CONT. 2 #5 BENT BARS W/ MIN, 25" LAP SPLICE 1/2" = 1 CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN PIP BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25' X 25" CORNER BAR ONE N FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2)#5 REBAR 16" A/C CHASE 4 PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. 1/2"=1'-0' STEMWALL SCHEDULE ST. LUCIE STEMWALL FOOTING DIMENSION MAXIMUM Ipp/��/ F.C. SPACING HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY NUMBER/SIZE OF BARS LAT. (O.C.) IN STEM WALL 10" 16, 20" W/ (2) #5 BARS <674# 61$" >2'-0"-3'4" SO" 10. 20" 24" W/(3)#5 BARS 67440 514" >3'4" - 4'-O" 12" 12" 32" 32" W/ (4) #5 BARS 845# 16" 16" 46" 48" W/ (5) #5 BARS CONT.>4'-0"-5'-4" 1162# 2'S" & #5 @ 18" O.C.TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL a ; SEE CHART ABV. -MAX. F.C. SPACING (O.C.) 6A , W.W.M. TO BE TIED TO #5 CONT. REBAR I' "I (1) #5 NORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR-. #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0' (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B FlN GRADE 9" MIN. TO TOP OF - STRIP FrG, COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTO. W/ QTY OF ' "MIN. COVER REINF. PER SCHEDULE d (3 SHOWN FMASW I STEM WALL SCHEDULE COUNTY a^ s FILE Copy NOTES: i. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND -VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-O" INTO SLAB/ STEM E NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #g CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" .c. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" }>>_ 6" h • TALL (TYPICAL ALL CORNERS) a.c 6.IF STEMWALL IS WITH IN 5',0" OF POOL OR WATER FEATURE FOUNDATIONS 7, ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED, 8. R403.1.4 MINIMUM DEPTH, EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS -SEE NOTE 5 THAN 12 INCHES (305 MM) ®ELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE. DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R4031.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NITS <JQ�.•�NSE No i'A• � 2 0 000 M m U8 zw N�dD Ld $rls�' O'am�5 a z 0 .E Zcg a Z BRU 13 a�a a 3 Itl$00 ¢ O J Atli, '}LLZ al d a a. VNfW.FDSEN6.COM ❑ ❑ ❑ 0 Z m — o � zN a J N a Z N a) M w O 0 w f h J � �. - w U — cmv E y _ c ? Q Iv o 11%AM42 Lm7%m&Wd= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. L.UCIE IVI Job Information: c-I p ( W O _ U M fh N 0 R Q IL 00 Q. 1-�Um ro a (QJW LL _I m U) Model Name/ Number: 2265 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-5945 Sheet: ®k Of: FOUNDATION DETAILS LOAD ALCULATIONS COOLING GREATER THAN HEATING 9ENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,281 x 3 = 6,943 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 45M WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,393 SUBTRACT 100 % OF FIRST 10,ODO-10,000 A= 25,393 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 25,393) = 10,157 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,157 WATTS DIVIDED BY 240 - AMPS CALCULATED SERVICE AMPS = 167 WP GFl VERIFY LOCATION WITH BUILDER \ II 0- 4 INSTALL FAN BOX PREWIRE ' � o 1 Ii I^/I INSTALL FAN I..I BOX PREWIRE INSTALL FAN BOX PREWIRE GFI GFl ° I 22ba u INSTALL FAN / INSTALL FAN BOX PREWIRE /' BOX PREWIRE / p-y INSTALL FAN ,BOX PREWIRE / CM ATTIC ELECTRIC ------ IF REQ'D BY CODE I ID/W n I GFI G - � / FAN A I / PREWIRE I _ u GFI \ 042" / /'/ III WP \ uj W / w v a a ATTIC ELECTRIC Lu ;IF REQ'D BY CODE W , .--------------' / / NOTE: III / KEEP COACH LRES OUT f>h. OF BANDING, QUOINS, AND `fr GFI ROUND COLUMNS WHEN III III - @42" POSSIBLE, REFER TO ELEVATION FOR TRIM. FOR GARAGE COACH LTS. FOR ELEV. DOOR OPENER I / \ "C" ONLY / NOTE: LOCATION OF METER AND PANEL BOX / TO BE BY BUILDER. IF NO GARAGE SEVICE PLACE COLUMN DOOR IS PROVIDED A DISCONNECT SHALL - , COACH LIGHTS ON BE ADDED AT METER LOCATION. ; WALL BEHIND WHEN ' I CRAFTSMAN ELEV IS USED HOSE ' BIBB ELECTRICAL PLAN COACH LIGHT - _ - _ - COACH LIGHT SCALE: 1/4" = 1'-0" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF(QENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE 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). B. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315A.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH ABARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD 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 MI SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE �g TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET ,yy , t� GROUND FAULT INTERRUPT E '2 DOOR BELL CHIMES (� WP WATER PROOF W1 GROUND FAULT 0 220 VOLT OUTLET U-- DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL NR T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT' BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT ` I C INTERCOM SYSTEM L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE RIFY FINAL AMPS NEEDED SAME AS UNDERGROUND CONTRACTOR 200 AMP SERVICE - .tea V - 4/DALUMN. LNZ T. L10151 61 LINT-1 METER ry1AI ^^ DISCONNECT �..w 0.. 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 # W COPPER TO WATER HEATER # B COPPER TO RANGE INTERSYSTEM #BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W1 MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL FILE COPY 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. R 1 ,n m Do o $ w a w `n ¢Eg Q Zar-`m o R L9 Q ���Wo 0 m o sa€' Z� `9 R 0 0 y Ho § W ? N 0 ° § o W1W/.FDSFN6.0lM1 ❑ ❑ ❑ 0 z o — o z J a — In Z r V) 0 m O w� vv'i T� U —124 E r o 2 �^m c �d ,D Q N O CD tl FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: 0 1A W 0 M N a- l_ 0 E m c` ¢ 00 a: a 0 0 -J LU D m o Jlnu)(f)o� Model Name / Number: 2265 Plan Issue Date: Wednesday,_ June 23, 2021 KA PROJECTNUMBER: 21-5945 Sheet: /� Of: ELECTR_ICi'AL PLAN VENTILATION CALCULATION Formula = SF/.300 / 2 * 144 = net sq inw,es of venting needed eeuaily for intake and exhaust TOP OF BLOCK W'D W HEAD H 4 m fP 0 RN. FLR. TOP OF BLOCK W'DO HEAD HGT i0 - _ - FIN. FLR. DEL 25 SH OR NIME VENT FIBERGLASS SHINGLES 23 SH LITE TEXTURED CEMENTTROUS COATING 25 SH OFF RIDGE VENT OFF RIDGE VENT FIBERGLASS SHINGLES 12 6 TOP OF BLOCK N- _ _ _ )OW HEAD HGT J rol m FLR., RIGHT ELEVATION NICK" SCALE: 3/16" =1'-0" 12 6 \ t2 GW PoLiGE VFM �8 `FIBERGLASS SHINGLES —� IRa :.4. W'DO HEAD HGT `v ro � IG LITE TEXTURED CEMENTITIOUS COATING EJ FlN. FLR. 25 SH 25 SH 0 LITE TEXTURED 25 SH CEMENTITIOUS COATING REAR ELEVATION SCALE: 1/4" =1'-O" BRIG. @ DINING RM. BRG.@ GARAGE 4 T 00 0 4 9 to _- F.F.Q 12" X 24" — DECO LOUVER (TYP OF 2) TOP OF BLOCK i HEAD GT Q FIN. FLR. — FIBERGLASS SHINGLES Soffit product provides 4.12 net sq in/sf 'Ridge vent provides 18.00 net sq in / If Offridgevent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 3119 s.f. Total needed for exhaust for upper 1/3 749 net sq inches Total needed for intake (soffit area; lower) 749 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 42 Lineal Feet of Soffit needed to meet required 136 U nealS.F, provided byplan 220 T0POFBL K N/'OOtHi HGT b P m 2'-0" m N. FTR. LEFT ELEVATION I'l SCALE: 3/16"-1'-0" REVIEWED FOR CODE COMPLIANCE ST- LUCIE COUNTY BOCC LITE TEXTURED DECORATIVE CEMENTITIOUS COATING BRG @ ENTRY LE C-0pr. WIDOW HEAD H T 00 FINISH FLOOR u Inia ILLW 11 ILLLLUI Lwa U 16 X 7 OVERHEAD DOOR DBL 26 SH 3068 DOOR WITH (2)• 16" TRANSOM 12" SIDELITES & 72" HIGH COL ON 28"-HIGH DBL 25 SH 4'10" COL ON 28" HIGH BASE 60" X 16" TRANSOM BASE (2) FIXED GLASS ABV FRONT ELEVATION "CR" SCALE: 1/4" =1'-0" ®4®��� r(Qf RC& SE rrrGo ����N W' N z A N • `V b �A. FLU O & i t► f P ,be 40 C -4' u EO d' O �$ m CDt-00 �wgvh f o W 00 €.; 2 0, as��o y =-, pf w am g CL o h m .`s a 22 C' 3 m§5n� mw it o agS W rvE 9 ®� N Vila WWW.FDSENG.COMMPI ❑ ❑ ❑ U z' � z z a � 3 J � if 00, a Z N U' M y w ti � m W 2 c1c � cm U �N E r LCW �00 U c00 N6ul o Q O OO ��rE 'IDw HC IC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: 0 I� z CIDeH L J U m M CN �a 3 ¢ m `a o ® m (/ (n o L° ® Model Name / Number: 2265 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-5945 Sheet: 5 Of: ELEVATION - CR SEE DE FOR WIND! < 155/C M G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN f SHEATHING SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX TB03 FOR WIND SPEEDS a 155/C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS 'FEEDS 1H (VIDE 0 COMPLY :OMENDATIONS ATING OF DGE DETAIL W EQ. Q q a W O � O d EQ• _ "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING o 2 X ��^• BOTTOM 4 MIN. SEE CHORD DETAIL TB04- _ _ _ _ Ilk = O O x•4 � EE w BOTTOM CHORD GABLE END BRACING @-/ LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16' O.C. MAX NOTE: FOR FIRST (4) BAYS 11 SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE [4:12}112:12] (SQ FEET) (-) VALUE DENOTES SUCTION a=Sit AREA ROOF 1 Ze 2n 2r 3 3e 3r 1A le �fe HIP -37.02 -51.06 -51.OS -51;06 10 GABLE 1 .37.00 1 37.00 1 -58.99 1 -58.99 1 -58.99 -76.03 1 O ROOF NAILING SCHEDULE/ NAILING ZONES ( H3 INQLE AND TILE), r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ZONE 3, 3B, 3r ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O 0 SHINGLE: IaZ EXP. 1 (da2D) TILE! 11232"EXP.1 ('20) T NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Bd (2 33" x 0,113") NAILS 'K © r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15327, SHEATHING SHALL BE FASTENED ,a�'�, 4+ WITH ASTM F1667 RSRS-03 1 Od (21W x 0.131") NAILS OR ASTM F1667 RSRS-04 (3' x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 92 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 14:12]-[12:121 @ 16" O.0 FIRST BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES MN ILL NEED TO BE ATTACHED TO STUD AND OR BLOCIONG AT ALL EDGES.A MINIMUM li" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION FASTENERS$HALL NOT PENETRATESURFACE MORE THAN 1p" O NAIL AT BASE 2 ROWS 04. O.C. w/SO COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4. O.C. w/Btl COMMON NAIL. NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C.,W 3d COMMON NAIL. DO NAIL INTERIOR AT S'O.C, w/So COMMON NAIL O STAGGER ALL VERTICAL JOINTS & MAIL @4.O.C.. w/ Stl COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER w/8d COMMON NAILS @ 4.O.C. (2) ROWS @ TOP & BOTT. O (2)Sd NAILS @3"O.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. I 15132^ OSB _ EXPOSUREI SHEATHING IH it I II 11 II 11 AS VIDE REQUIRED PER It II E REQUIRED PER SECTION X-X IF NOT_ - FULL HEIGHT SHEET � lug FLOOR SYSTEM NOTE: SO NAILS FOR WALL SHEATHING MUST BE MINAWX210. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y (2} 2x TOP RATE BEYOND 15132" 0513 EXPOSURE 1 SHEATHING _- _ -____ - __-_71711 ii ii 11 II I 11 SOLID 2x BLOCKING I_ IF jl 11 II II 1 @ALL SHEATHING111 w )III 111 11 II II EDGES III III 11 I II I (SEE SECTION X-X) p In C it ILdI wz III OPENING III II II II I I� III Ili III II III II II w IIl G X L__ _ I L_ _ Ir y E III III IN 1111 II 111 II II II I I 11II II I� z, STUDS BEYOND. O - r----m- TI II. III IIl 11 I I I 11 I I I 11 I III 11 11 11 In IL fi II I SEE PLAN Ild I l I I II I II I II 11 I 9 q III I I 11 )III II IF II I �? IB IN I I I II I I I I II I II I 11 II 11 I III II II 11 I III 1 I I II 1111 II II II I )III II. II I YL LL 1 III R 11 dl I LL J! L !L ALLSHEATHING Zx4 P.T. BASE PLATE BEYOND SEE A RAN 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 318` 'W = NAL �'•�" SPACING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING .ATALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SEE TURNED VERTICAL W/7116" FLITCH PLATE TO W/ (2)12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL WI (4) Sd NAILS SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. � f,`ONNECTOR SCHEO(JLEEOIIf AOAMSHO 015 2245ELEV CA2CF TRUSSID BEARING POINT TRUSS ACTUAL , ' ' " ' CGNN6CT6,R'IO CON,NIECTPRt(PLIF1' `DESIGN ` FASTENERS NOTES „ UPLIFT -, - PING , . - , . (9) 10d x 1-1/2" A, AI -AS, B21 '". ,% "L/MjR'` `-IONS#oriEss= HL`7A,),61HTS2O /HETA16 1JI10#1,1U1010 0#, (24)10d X:1-1/2" .9; 301x1-1/2" (12) 16d 0.162x 2 1/2 NAILS MAY I p7C' L/M/R d255S tor IBSs .(2)H'tiTAJ:S1/MST27/(2)H£I'AY6 23a5#/3210#/2365# 00)O.16P" x2-1/2 BESUBSTITUTED w/': i2 16d #SOx2.1/2 SO SCREWS i }[ . '(9) 10d x 1-1/2,' -1867 # or legs ' " Hb'TA16 / (2)HTS20 / HETA16 1840#/ 2,(;20#i18Pit, .148)10d x 1 9 10d X 1-1/2" ' I 815,$Y,e` .. .,., L/M/R ', ;--10�4#arl@3s HEfA16 /NYS20%PER TIiUSS,MFR - it0oi 131,04, 14110d x11/2" 2 .'., ,.. R ' ^,$001f r"1a55: HFFA16/ PERTRUSS MFR ''' ' `1' ?P#' l ., (9)10d x 1-1/2" -1842#0f4e36! (2)HETA16/(2)HTS20 23b_#f 620& (4$)108 x1d1/2"TI DS j,71>9 ,L/R =991#oP less: HETA16/H10A '• 1810#/w40# (9) 10dx 1-1/2". (18) 10d x 1-1/2" AT 2-PLY USE HIOA-8' - t 10dx 1-1/2" - 'DZI L/MYR"` =-7.,i150Nor1e3s` HETA115 1520/H10A 1810#,/1310#4040#_ (24) Ind x 1-1/2" 1 18 10d X 1-1/2" L/R `-.8 4oi# IESs; "' HEM1,4/,Hk'i`A16 (9) 10d x 1-1/2" -. .. 9 lOd x 1-Y 2" , ... CDNT, -92'PLF Ohle65' ,. NAIIS"'< `' ,; , . •.i `.33DPLFi .. (1) 16d @ 4" O.C. PER GE01;J5«4 " (18) 10d x 1-1/2" 'HIE, H2 : .L'/M/l( -51E #o41es's H10A/H10A/'H10A: '.1040#/1640#'/1040# (18)10d x1-1/2" t �. 18 10d x 1-1/2" _ H3,H4E •'., .,, „ ;' .LfR'. - -452#of`1e35°'; ... , T110A/14 ,., ,. 1D40#J1040iJ �. (18) 1 181 Odx11/2" PB-P81. CbNY. ;F50#or 1E;6 PER TRUSS M,FR .. B7C SUPPORTCOLUMN ;. ., - ;269G#DTI 1e5s: :HDU4'` 3285# 1/2 WA 10 1/4 x 2 1 2" '; SOS $LOWS . 613C, 075UPPORT COLUMN -1$23 #qr less=' TI ° ';y D772Z;I I ' ``,' 2105k - 1/2 WA. 8 1 4 x 23 2" '.SOS SCREWS,.. .,.' TRUSS MANUFACTURER: PROBUILD/BFS OATEOF LAYOUT:": `i}AT'E OF'TRUSS CUT, SHEETS: -. 6/16I23, L= LEFT, R=RIGHT&M=MI DDLE BEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TBUSSDRAWINGS: 1., ALL CONNECTORS ARE SIMPSON PRODUCTS a I"' FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE MARK TYPE I CONNECTORSFASTENERS SPF SW OFRAME TO NETAI6W(4)IMX1 VTOR 181 O MASONRY HETMO W 10,10 la' OB TPA CEO M.5AW(IO8CNNU$ 836 666 OPAWS G TO WITEMSEOMEMWSMP2 MASONRY EPDXYOiGT-3 FOR34 OFRAME TO FGTRN(IB)T/4•x3"BDSWM MASONRY AND 0 IX x 6' TTEN HO ANC (1)LGT2W(18)1NSIN(EP QFRAMETO &TT)w-.2-U4'1I1E42 MASONRY SE NOTEIBB LOW Q. FRAME TO MAIDN"I CO LGID W OCO 16d 8i IM"x2114"OTBHRPLYI FRAME OR(28) lad SINKERSFOR FS JS FRAMETO MASONRYI I2)LOTSW R4j 1N'x5'909 9oa&'xTTITEN(2PLY FRAME ORCCa1MSNKERa FORFI 1m5 1OW m IONS 860 POD $330 388E 110 ISTO 2250 2M IONS 3400 4723 17M %M0 35MM 4NOM MOP 37MF 4>3DM 657" 5D10-F 69e0a USP- CONNECTOR SCHEDULE CONNECTORBFASTENER9 SPF Sw NTHTA20 ISM 1870 W11G1ax4.11fOR RTIAW(101M NAILS IRS 6B6 iITI6Aw/(17)tOdzt l2' US 1020 W1NSIMx1,12 PLY TRUSSES SSE IONS t W114p0E x 110(AT EXTERIOR ISSN 1186 RON INC:UDE(3)12E TOENAILS) 5W(26)10d NALSAND W- AT.R. W M30 4495 I®N6NT N 91 MPBON •SET' EPDXY !0N(21)CLUDER•IATCENA1W 120E 1'a0 4TION INCLUDE (312tl TOEMLS 120"148110"x11m (ATENNERMR 2570 3030 IONINCLUDE(6)12d TOENAILS LEA) W (16)IN NAILS AND R)313° A.T.R. EO) OMENTWSMS-PLY) EI" ]020 3780 EPDXV(HWl3FOR 9-PLY) WrZW8AJWWDSCNEWBAND ]I00 MISS M SNOOP M80+H a1aDF OBEAMTO RWI9OPTHUG4I UW(16)TITER GORSH) HD410CPr HDHMFW/12D)1M"x3- 90335! MASONRY I IW" S4"&(1.1MNAILS UM800 I UMNSO O BEWTO MASONRY/ HLHBOPTHLCABW1811MNAILS& (12) IN x23W TITER TO MASJ G&MMO UNNO GNM0) aim(12)1l4'x HD46OPTHU45WDS1Od NNW B 23W TAPOONS ITO MASJ GO620 UN;= 002011 UNI60 FRAME ORD2)IM&HR1Od IFORFRAME) SYP-F SWAM OR(12)1M& (S) IOd(FOIR F%NE) SYP.E SYP.N R) HETAIB OPTR) HETA20 R) HTAISOPTR) HTA2O ®FRAMER] Y-PLYw/1101100x11d t920 1920 1.PLY.FLY t(12)I 12'OR 1870 MASONRY SPLYWDR)tM 2365 238E 24'LYW R2)18d 24M HTSMI6 W(SIOd MILS AD (4) 19'k IW 05 1110 H7WM16 W OHI Od NA&B AD (4) 1/4"xl 3W 1145 1226 FRAMETO TM�NS WE O.T ORB O A9 M01VRY HTSM20.1(10IOd NAILS AND(4)114'M 1/4' AS 1110 HTWIUW w11i(at w NAILS AD (4) 19W al4• TAPCONS WEDOE-BOLT 11M 1225 FRAME TO HIM W S).&Ix112'%ILa AM (2) NR'x4' ]BD 810 'MASONRY TITAN HD FRAMETO D1nZWaM1WxI ITL'S05 WOOD DT TZWOM1/4'x11ISWa15NAOD MASONRY SCREWSANA(1)172AT.REPDXIEDW/ IS35 2145 S0REMAND(I)12'0A.T.R EPOAEDW/ Isla 1935 SIMPSON"SET' SEENOTE#4 BIMPSON•8ET° SEE NOTEM FRAMETO HT]6W(23)1WaIWNAILSANDII)5/8' B HTT44N R6)iFtl x2 IM NALSAND(i) ® MASONRY AT.R. EPDXIED w/SNPSON'SET' SEE NOIEM BELOW 4375 SWO SIB'S A.TA BEGGED W/SIMPSON "61m SEE NOTE M SELO 500E HTT4 W(18) IN IN' NAILS AD II) N8' B HTT48W(18) 18d A 11T NALS AD It) OFRAMETO MASONRY ATR. EPDXIED wI SIMPSON MET' 3640 403 S18'O AT.R EPDXIED W SINP60N'ISET - 4180 (SEE NOTEM BELOW) MEE NOTE M SELOWT O PRWE TO H109W(24)1Odx111YNAILS 785 910 LUGNWI23)8dx111T%ILS &76 TOSS FRAME OFRAME TO HMPKT W14) 1A'M 1R BOB WOOD 70 ]BS RT18M w Ba 10dx 1112-HAILS & 139E 139E MASONRY SCREWS&(S)1M'X2IWTAPCDN6 H)1Mx13WTAPOON8 FRAME TO. VGTW(18) 1/4'x3"$WWWDSCREWS& O MASONRY (1)N'B'9A.T.R.EPDXIEDWSMPSON"SET' SEES 4%0 W 1TMIN EMBEDMENT (2) W000SCREWS OFRAMETD MASONRY aSalwot)1N'EFOXI IAPSON 6R)81rBAT.2-MIRY. 6170 7188 BERM "SEI"w/12"MIN. EMBEDMENT TR-E vMrN R5)1Mx5'sosW000scREwa a MUGT15 w/1221100 NNL58HR46WOel 'D FRAME HDU44D625 W(10)1N'#trz'8DBW000 32% 4500 16d NLVL9811)8S"S AT.R. 4160 $OREw6&(1)SB•SAT.R. OPRAAIETO Y OSHTTS w/ OSSWY31WNAILSB 4375 SOBS (R)MT46 w116211BCX11R'NAILa - SKIS PRAME p)sw'OA.T.R(BEENOTEM) &111 sM°SAT.R IEEE NOIEM) neMeou ('flNMef!TtNR"Mrs 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEADING WOOD WALLS BEAMS W(2) IN TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED 9Y TRUSS MANUFACTURER, U.N.O ON PUN. & G.C. MAY USE EITHER SIMPSON OR USP CONNECT104% SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4, FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP M 2'W70 TRUSS VERTICAL WEB VM ROWS OF 10d NAILS a 3' 0.0, STAGGERED. 5. 12' MIN. A.T.R. EhBEDMENT/D MU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD W4'JI'2.BYPa(MATCH CHORD LIMBER SSE)w/(2)RDyl5rod @4-FROM END &0CC. STAGGERED, CENTER AT CONNECTOR WCATION AS MUCHASPOSSIBLE OA MINMALCONNECTORUNOONFRAMwGPIAN 1. CONNECTION FOR ALL ROOFIFLOORTRUSSES TO MABONRYWALLBILINTM&ci, WALLSS LINO ON PLAN 2. CONNECTONAT24"ORB2"O.C.PMUNGVERRGALSFORALLFL00RTRLSOPSPARALt£LTOMASONRY WALLS SEE DETAIL 110121S3.1 FOR MORE INFORMATION & CONNECTION FOR ALL HIP JACK(CCRNER JACK) TO MASONRY WAUUMCF WALWLINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARO TO TOP OF MASON'RYAT W O.0 MAX W(2) AT EACH CORNER. SO. TO VERIFY LOCATION DOES NOT CONFUCL waJI OF APPLICABLE) LAYOIT S. CONNECT ALL FLOOR TRUSSES TOIWEROR SEARING WOOD WALUSEAM6 wl 12)12O.TONAILS BO MINIMALCONIECTORUNOONMAMINGPLAN 1.r2�CONIECTION FOR JAO(TRUSS TO WOOD WALL OR SEAM AUl--Y�MINIMAL CONNECTORUNOONFRAMINO PLAN 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 ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1.. - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED. TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS 8RACINgg8ffEMWF6M ROOF INFORMAF1%ACE ST. LUCIE COUNT` BOCC REFER TO ROOF PLAN & ELEV'S. FILE COPY C.M.U. OR ICE WALL D • " "� METAL DRIP EDGE SEE TYP. WALL - --- 2 x SUB -FASCIA -ALUM FASCIA SECTION p5z 2x2 #2 P.T. MIN. FASTENED 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD OF EVERY OTHER TRUSS w/ (a) 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/ 1-CHANNEL SECURED AT 24" 0.0,. RASTEN TO CMU W/ 3/16"x3" TREN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148"x31A" 116'O,CJ S. (F) CHANNEL APPLICATION: WNOT REQUIRED SEE ( .INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAIO ETAILS (**) ALUMINUM SOFFITS> V-4' BLOCKING REQUIRED. 11(***) VINYL SOFFITS> V' O' SHALL HAVE FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED MID BLOCFUNG PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4-=1'-C" pep®p311111/////I e`p TORTES ♦vi O'� 3 ' Q • O; d9 s!, O4;°� y Sgm RZ9 9 gR°OD wgg F in gorn tiii [i ik ak m�' � m N Pip f E -Ni 1® 5;;i p s W W l-5 a a a w y a�n z o ".5€ IaY rQiWw° MGO DO 1E�3 BN o _J Tn ko &I ,. J o $ Lm ? y' WWW.FDSENG.COM IS yq O q - to Z N0 TT � w � JOly we U SO = N E �" to OD aN;o +dm DAMS MR FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: U. LO c � WO \/ M 4 N a E U Q G) m DO ®JLIJ��"1 M o -1M V P�I vI) 00 U_ ® Model Name /Number: 2265 V1 Plan Issue Date: Wednesday, June 23, 2021 VI KA PROJECT NUMBER: 21-5945 Sheet: 6 Of: ROOF PLAN A UNTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FLLED CELL FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON TH E FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOPOFSIAB �I^'F�1 MS021 TYPICAL SHEAR WALL SECTION N.T.S. —TYP. TIE BEAM W/3000 P.5.1. GONG. W/1 #5 REBAR CONT. SIMPSON SP4 WAS) -10d X 11/2 SP5 OR SP8 FOR 2X6 AND 2XS WALLS DOUBLE 2x TOP PLATE - STANDARD HOOKS SEE MS05 FOR MORE INFO FILLED CELL W/3000 . CONC.#5 REBAR VERT. JTjYP. BEARING WALL SHEARWALL FRAME WALL 8"C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3)1/2' X 6" EXPANSION ANCHORS OR (6) 3" X 1/W TAPOONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 23, BASE PLATE SEE PLAN FOR MORE INFO I MS®31 /--,C.n",.., ..,— I- I N.T.S. nnhcnnlnv nnnlnlnnnu l nCTA #5 REINR 20' MIN. LAP BAR q 430R#4REINFORCING 7) BAR mod, #q & #4 I AP CPI ICP � 25' MIN. LAP • SjD. 90° HOOK 95 1 AP #GBAR CPI ICF SCALE:1"�1'-0" 1 N. LAP #6 REINFORCING BAR GRADE 40 U.N,O. 96 � I MS051 REBAR SPLICE DETAIL- GRADE 40 1 NTS- ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2d6" 12- O.C. 1 2x6 1/4"X21W 17 O.C. 2 2 x 8 1/4" X 2+A" 12" O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST 1 w iUI L ) 2X > SUCKP.T. 5 W/ 1/2" O.S.B. BETWEEN i i FASTEN PF2 NAILER TO MASONRY IF DOUBLE 2X NAILER I5 USED, USE 1/4"X 4 1/2" TAPOONS. SEE OTHER NOTE FOR SPACING REQUIRED 111I 2x BUCK DETAIL NJtS- 0 L 0 0 O O 103 I REBAR A' TCP MN. N REQS IJYI' CLEAR c.M.u. 3 `v• h • 6ROai •,a' • "e REaAR AT 90ROM C 6 LNi EL cavm 90TTOM REAtlPORCI1,16 1-B/0"ACTUAL mcwto© IN LINTEL 11. so; W NOMINAL =74 TYPE DESIGNATION F.PA MTN GRI Ta. U!Nr d r eJ6r iItY' 5 REpAR At BOROM OF LMTEL CAVIT SIIFI6-18/It NclliN llWlH J �(.I.ANIIT OF5 NP NW µEl6V1r RE3AR AT TOP MATERIALS 1, f'c precast lintels - 3500 par. 2. Vc prestressed lintels = 6000 psi 3. f'c grout = 3000 psi W/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/. minimum net area compressNe strength = 1900 pal. S. Reber provided in precast lintel per ASTM A615 GR60. 6. Field reber per ASTM A615 QR40 of GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510, 8. Mortar per ASTM 0270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled Ilntels as required: 3. Installation of lintel Must comply with the architectural antl/or structural drawings. 4, Unteis are manufactured With 5-1/2" long notches stills ends to accommodate vertical cell reinforcing and grouting. 5. All Ilntels meetor exceed L/360 vertical deftectlon, except Ilntels 17'4" and longer with a nominal height of 6" most or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provded In composite Ilntel In Ileu of concrete masonry units. 9. We load Tongs based on rational design analysis per ACI 318. and ACI 530 30.Untel min. depths are called out on Ilntel plan- If contractor Installs a deeper Ilntel 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. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled Ilntels must be reduced by 20%B bearing length is less then 81/2". Sara loads for all recessed Ilmels based on 8" nominal bearing. 2. N.P. III: Not Rated. 3. Safe Iowa are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral IWO capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be subaftted for two #5 notes In 8" Ilntels only. 7- The designer may evaluate eonoentrated 10008 from the sale load tables by calculating the maximum resisting moment and show at d-away from the taco of support. 8. For composite Intel heights not shown, use safe load from next laver height. 9- All safe loads in units of pounds per linear foot. REVIEWED FOR CODE COMPLIANCE ST. LUCIE//''C/(OUNTY PRECAST "U" LINTEL W/3000PSI CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WTfH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE I I I] H00 STD. 90 HOOK ANCHORS P • N ] K B REBAR ON BOTH SIDES STD' 90 DEGREE ANGLE 3000 P.8.1. OF OPENING U.N.O. CONC, W/1 4115 DI TYP. BOND BEAM REBAR 8" x S' x 18" K.O. •, PROVIDE KNOCK -OUT 'A LINTEL BLOCK BLOCK FOR FIRST FILL W/3D00 P.S.I. COMPLETE CMU COURSE CONC. W/1#5 DIA. ' BELOW SILL &FILL SOLID - REBAR '. W/ (1) #S BAR FOR ALL • WINDOW OPENINGS 6'-6" AND LARGE FILLED %INDICATES e' x •' K 18" CMU 19,N.G. CELL FROM FRG. TO BEAM WITH 1 #5 BAR MIN. tUIj-rlU 41, e41tA(J11 E. J v re �P O; N `% % L` v "Ilia 19 11L, (�O U N dJ C r.. LLpp r- 00 S o5 (. I17 00 1- $ w a a (pmm�8 6 m.. �s;Tm a-9 n. w y Q_ .�i 55 K 3 00LL W .83- 0 tl ¢�¢. N p V 'A R WWW.FDSENG.COM ❑ ❑ ❑ 4 Z _ o Z N � N � a U ti r Z dN t/1 m o W (� w f c LNn _ � V 2 0 -- ,man' 4 ./—��ae11ss C 5 � `I W Q V) O m A DAago S FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. L.UCIE F lob Information: Z _ to LIJ U) _ ` G M d) M ++ m m 0) 04 0- E ( �CO OD a ® -j W D (b LL Jm(J)Cn / Model Name / Number: 2265 FI Plan Issue Date: Wednesday, June 23, 2021 / KA PROJECT NUMBER: 21- 5945 Sheet: Of: - RI LINTEL PLAN 0 2x6 #2 SYP P.T. W/ (2) WxS' 16. WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" a "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o SECTIONAL OVERHEAD DOOR teleur�r,q egc �ls �r�P.T. T...... CONT. o #2WOOD SYP 2" X 6" U � `t SE :f .N 3� Lu W..TRIM 2"x6 P.T. WOOD JAMB DOOR AND CONNECTION PER F L GARAGE DOOR MANUFACTURER Y GARAGE SLAB 4 S� c ''s TYP. GARAGE DOOR r Fdf,",III ee TRACK MOUNTING DETAIL 0 0 ;0N N C N 3 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. m o � v v m IO c0 r- �� g E2#k � a!Q � Lo s CC U8 (hR� m>±n�9G a • _ W N _ BLOWN -IN R-30 INSULATION PER FBC ¢ a w m � �{@€ a 3 p � AND ENERGY FORM SUBMITTED WITH c g 3 R `5.f g 5 Q �i R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLESBLOWN-IN AT EAVES (FOR VENTED ATTICS m m X ¢ O RGY a LLm N a Z < IL • FBC AND E EFORM SUBMITTED 12 WITH PERMIT APPLICATION 12 FIBERGLASS SHINGLES OR SEE PLAN THE ROOF (PER ELEVATION) e a o. a ; ' 8' v g A 0 o h p PROVIDE BAFFLES AT EAVES SEE PLAN ATTICS) OVER APPROVED UNDERLAYMENT (FOR VENTED PER FBCR. 905. 1.1 OVER APA a www.FosLNa coot FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR z OVER APPOVED UNDERLAYMENT ' SHT'G & FASTENERS. Z '.. PER FBCR 905.1.1 OVER APA. i�} - Y" n SEE ROOF PLAN FOR o $" - ROOF SHEATHING - SEE SCHEDULEI PRE-ENG. WOOD SHT. FOR =, •'; —TRUSS ANCHOR (SEEP ����`-� T�;� ""�' ' SEE PLAN FOR TRUSS NFO&LAYOUT DEOSIGN a TRUSSES @ 24" O.C. SHTG BOFASTENERS. BRG. HT' - ''-y --__-_ , _ i DRYWALL ;•'P --''-'' SEE PLAN FOR c — — TOP OF BEAM r--. -,,' - -- a r TRUSS ANCHOR (SEE PLAN) Tnm_ FEL1/2"T FELT PAPER OR ETAL DRIP EDGE '_ _ _��- .� _ —,...,, ,. _ Z (m '• TO BE INSTALLED ON OUTSIDE TRUSS PLATE —SEE ROOF P N ' ^j- n �� H u r; rrl n u u , FACE — - — - — - — - , ., J 2X SUCiFASCIA 3/4,� P.T. NAILER • r ' r I FOR BEAM SIZE & , I .'-.^ __.. CONNECTION (INFO N .N, •n w •o •� SOFFIT. SEE ARCH. 1J2" DRYWALL PLANS 1 _ — - o a 1�4_ DRIP EDGE 1/2" DRYWALL CURTAIN NAILER � �� 8 x 8 x 16 K.O. V 0 c I--_ CONNECT ALL 2x STUD 2X SUBFASCTA' Y x 4 P.T. @WINDOWS LINTEL BLOCK 1 x 8 P.T. @ S.G.D. n O.H. W/ (1) #5 DIA. REBAR & w, § VT m TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. „ SEE ELEV. 3� PSI CONCRETE ' ' ,,� w U m C4 E PLANS 1/2" DRYWALL PRECAST "U" LINTEL SEE SQiEDULE u>__W/ HB&G COLUMN WRAP OR '# SEE PLAN FOR HEADER SIZE N u r 2X4 #2 SYP P.T. FRAMING 7/16" O.S.B. _ rnn r- c ®C`: » j MIN - SHEATHING ATTACHED PER oo Y Q N 6 m I . J J ' NAILING SCHEDULE ® OPTION15/32" OSB EXPOSURE 1 ON EXT. MAXIMUM OF (3) - 2X PLATES MAYBE E X T. WALL W/ ALL EDGES BLOCKED. SEE FLOOR PLAN FOR ' DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. A COLUMN SIZE &BASE N PLY ATTACHED W/ (2}ROWS OF 16d (OPTION) STAPLE: 16 GA. 13/4" „ CONNECTION INFO. ' NAILS AT B" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" H MAX. SILL HGT.ON ellFILLCELL •(1) #5 DIA. , , ,� FLORIDA CONTRACTORS LICENSE NO. CRC1330148 ALL BEDROOM WINDOWS. ^ REBAR W/ 3000 PSI , ' aSECURE 2X4 BOTTOM ; 3000 GULFBREEZE PARKWAY CONIC. ALL LOCATIONS PIATE/8"zBn ;. w g GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN „ SHOWN ON FOUNDATION u ANCHOR BOLT SET E i �� SIMPSON HIGH DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN & FLOOR PLANS u , -STRENGTH FOR EPDXY 6" MIN. EMBED. LOCATION OF OPENINGS IN N u , C D C MPLIANCE EXTERIOR WOOD WALLS. IF NO .. , , PORT ST. LUCIE OPENINGS ARE INDICATED, FULL ' - IECOUNITV ® Jobinformation: STUDS ARE REQUIRED). y ;••"•, .i NOTE: 44" MAX. SILL HGT. ON'socc ALL BEDROOM WINDOWS. r .VINYL FRAMED WINDOW A W/ SCREEN WINDOW STOOL n CEMENTSTIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ 1x4 P.T. WRAP or C 926-96A a (4) #6 VERTICALS FILLED SOLID STUCCO BAND H SEE ELEVATION FOR MORE INFO PAPER BACKED FOIL R4.1 N ZK STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL P F_ MORE INFORMATION). SEE T1313 1/2" DRYWALL PER FBC AND ENERGY FORM P EXTERIOR FINISH - 7 ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) Z a)d FOR NAILING INFORMATION FOR APPLICATION _Ln R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE i x 2 P.T FURRING FTG. DOWEL #5 DIA REBAR 1 x 4 P.T. - 17" IN CONCRETE - 25" - __ W � GJ m M Q AND ENERGY FORM SUBMITTED w/ 1!2 x 8 AB. (OR 1/2" z 8" TITEN WITH PERMIT APPLICATION HD) w/2• WASHER AT 32" O.C. BASE NAILER EXTEND (AC 530) ABOVE SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN '� FIOUNDATION ®''''jj'LLC��I'' OPV > M z m ro ai N fl 3 Q MM MIN. 6" FROM END - SEE W507 BASE U W W a FOR TERMITE SHIELD SEE FOUNDATION PLANWOO SEE FOUNDATION PLAN FOR LOCATION~ L C) J LLJ � `12 IE FOR SLAB INFORMATION - _ - _ — TOP OF SLAB _ — /� ' SLAB INFORMATION TOP OF SLAB _ — - _ - _ _- _ - _ - _ - _ - — �. fn cn cn i. _, « '»,'-'— " • :=s: • »'� * .... �-.- . "-,.�- ..—.-- VI Model Name/ Number: �', E; GRADE * w ' GRADE ( j 2265 CLEAN 3u o SEE PLAN FOR I ® Plan Issue Date: u COMPACTED. ; ? FILL TT_1:. `r ; RE -BAR QUANTITIES IlI "1 [�!0['� N' ' 1 , Wednesday, June 23, 2021 KA PROJECT NUMBER: •; •- SEE FOUNDATION PLAN SEE PLAN - _ 16 FOR FTG REQUIREMENTS SEE FOUNDATION PLAN 21-5945 Sheet: I WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=V-0" WS01 TYPICAL WALL SECTION 8"° CMU 3/4"=1'-0" CD23 COLUMN @ ENTRY CRAFTSMAN STYLE N.T.S. l TY PICAL FRAMING IF DETAILS %I INSULATION AT EXTERIOR WHEN REQ'D RECESSED * WOOD FRAME WALL PER FBC PRE -CAST LINTEL AND ENERGY FORM SUBMITTED , STRUCTURAWITH PERMIT APPLICATION NOTE: MAY CUT BACK 2x8 P.T. @ I SHEATHING L 8" D BLOCK TIEBEAM TOP TO ALLOW CONT. 2x4 BLKNG CLIP EACH TRUSS AROUND CURVE. MIN. 2 TITEN (SEE ROOF PLAN CLIP EACH TRUSS W/(1) #5 REBAR U.N.O. I (SEE ROOF PLAN FOR TYPE) ' SEE TRUSS PLAN ANCHORS TO 2x8 FOR TYPE) FRAME OUT TO FOR CONNECTION BLOCK EDGE , FRAME OUT TO FRAME OUT TO LINTEL BLOCK EDGE ONLY BLOCK EDGE (SEE PLAN) , IF NEEDED. SEE PLAN i I ATTACHED PER NAILING •A 7/16" O.S.B. f 2x8 W/ (3) 12d s� 1 FA. SIDE i TOENAILS EACH END ` SCHEDULE TB13 ON 1 SHEET STUD ANCHORING: SEE PLAN FOR , STUD TO TOP PLATE: BEAM SIZE INSULATION AT EXTERIOR SIMPSON SP4 2 X 4 #2 SPF KNEEWALL WITH 2X BLK'G. /16" OSB W/ 6d , 1 INSULATION AT EXTERIOR TO O.S.B. WOOD FRAME WALL PER FBC 1 " NAILS @ 16" O.C. INSULATION AT EXTERIOR 1 1 STUDS 16 O.C. W/ WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED AND ENERGY FORM SUBMITTED W/ 2 _ TO SIDE &TOP NAILER WOOD FRAME WALL PER FBC 1' STRUCTURAL SHEATHING ON AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION I 2 X 4 SPF BOTH SIDE FROM TOP OF WALL WITH PERMIT APPLICATION EA. END WITH PERMIT APPLICATION ; (WHEN EXTERIOR WALL IS ; AT 16" O.C. TO BOTTOM OF BEAM, ATTACHED ;. (WHEN EXTERIOR WALL IS EDGE VIEW 2x4 SPF CONTINUOUS (WHEN EXTERIOR WALL IS ' EXPOSED TO INTERIOR SPACE) PER NAILING SCHEDULE. EXPOSED TO INTERIOR SPACE) BLOCKING ATTACHED EXPOSED TO INTERIOR SPACE) 2 X 4 SPF 2 X 4 P.T.. STUD TO BOT PLATE: ' TO 7/16" OSB W/ (2) 8d ; AT 16" O.C. SIMPSON SP4 1 SEE PLAN FOR NAILS. SEE DETAIL ABOVE EXTERIOR SHEATHING BEAM SIZE ATTACHED PER NAILING SCHEDULE TB13 ON �. LINTEL . 2x BUCKS SEE MSII SHEET 7 AND 7.1 �. u i 04.: 1/2" X 8" BUILDER FRAME al a n n¢ FOR MORE INFO _ _ _ NOTE: HOLD FRAMING 1/2" RADIUS AS REQUIRED. .r , l,5.� TdRFa'���s „ 11 ANCHOR BOLT Y' '� , II „ BUILDER FRAME BACK FROM FACE OF BLOCK @ 32" O.C. r_ _ _" i RADIUS FOR SHEATING TO BE FLUSH WINDOW OR DOOR OPN'G WITH BLOCK FACE v AS REQUIRED 8" CMU WALL I L 2x BUILD -OUT BEYOND �a s ' �t �`I� � : c1G y 1 l w 0 cH Z e WF01 DETAIL @ARCH WINDOW FRAMING N.T.s. WF14 KNEEWALL @ ENTRY FRONT WALL 1/z"=r-o WF21 KNEEWALL @ ENTRY FRONT WALL 3/a"=1'-a' WF38 KNEEWALL @ENTRY FRONT WALL N.T.s. PROVIDE 2x4 ONTO f, "aII"Ice OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE w STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) 7/16" MIN. NAILED W/ 8d 4B�M/,y 2x4 STUD COMMONS @ 3" O.C. @ PER PLAN EDGE & 6" O.C. FIELD RUN 2x4 BEYOND AGAINST 2x8 STUDS FULL SHEET FROM OF SPLICE BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH Yx STUDS OUBLE 2x8 �� `�. TO TOP PLATE W/ (4) 16dTONAILS (2) ON EA. TOP PLATE SEE STANDARD FOR SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD -STANDARD \� I � ' .GABLE END �� I �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN " FRAMING T� ` TOP PLATE W 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 " ` I ` ` *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF a o t 12d NAILS @ 3" O.C. E = w gg F m TOP PLATE TRANSITION P�"� SIZE SIMPSON+''' UC 10HUC4100R (2)� a .k ak a A" i TO BUILT-UP COLUMN fyT$NSia Q PIPE OR DUCT w/ OUBLE 12d I $ e s L! n _ w + +I n TOP SPLICE ,�,,, 8ge� mmM�$ D. = PENETRATION THRU SUPS RT OR W/ (2}IOd MIN " m 4 I++ La + +I y TOP PLATE w/ MORE , ,>nw I a,;. LL a vi rp o THAN 50%OFTOP 1 €F (9''�.?� it 3 ROWS ) � ^ NAILS @ 8' O.0 EACH PLY � 2X TOP PLATE TO I o PLATE WIDTH INSTALL @ 3" O.C. '' (SHOWN AS 4x 4) F�Q& Zmi GABLE END W/'>16d i SIMPSON PSPN516Z 1 , (2) SIMPSON HETA205 § b m,. m O w W$ mg On NAILS @ 6" O.C. aJ. W/ (12) 16d NAILS TYP. - N w/(12}36d EA. TO COL. a-� W Rc` 04 m I TOP & BOTT. +�, i. ZI ALT: (2) MSTAM36 STRAPS -•.R ^ ` �. Z" FS d 4 k + +I--- —+—+ OTTOMSPLICE 1 NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS TYPICAL BLOCK CENTERED w/ (13)•10d NAILS 1 1 2 c = o + +I + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL a ', Ea TO COL. As W U N SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ o TIE BFAM ° .$ m WWW.RJSENG.COM ❑ ❑ ❑ 2X4 STUDS @ 24" Q.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 .2" x 0,131 NAILS (9 SHEATHINGPLATE W/ LYWOOD * NOT REQ'D. WHEN QTSYSTEM IS APPLIED Z - o COVERING NOTE: Z N PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL a n J GE15 FALSE BEAM AT GABLE END N.Ts. WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" CII BEAM @ RAISED ENTRY MASONRY WALL N.T.S. z LO N W -O in Y 0 W � ® 2x8 SYP #2 TOP & BOTTOM U ENE ® ATTACHED W/ " (1) ROW 16d 2x6 SYP. #2 U o r 1" 1 14z• 1u NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION DAMS }'1 MISS 4 4 Q IF ONLY (1) KING 7/16" O.S.B. (1) JACK USED AT EA. SIDE (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4LAMINATIONS W/ (2) (3) 2 x6 LAMINATIONS W/ (2) EACH SIDE OF 2X TO OO.H.B. ROW OF STAGGERED 10d ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS OPENING G.C. TO .S.B. W/ 2 - 8d. COMMON WIRE NAILS (D=0.148•, L=3") OR EQUAL TO EACH OUTSIDE (OONEINTO EACH OUTSIDEOR INSTALL (3) TITEN HD, EA. END (ONEI OR EQUAL EQUAL " 11 HEADER SUPPORT ' NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING - 2 X 4 WALL X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END JEAEND JEA END LESS THAN 4' 1 2) 1 2 >4' BUT <9' (2) (3) (2) (2) 0'-0" - 3 4 3 4 HEADERANCHOR �llrl NAILED TO TOP PLATES, �•' '����' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER&JACK 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 HEADER SIZE & GRADE NO. &SIZE OF RAFTER TIES EACH END SEE PLAN FOR BEAM SIZE (2) LSTA 30 DIVISION LOCATION: 5/8 x8 EQUALY SPACED PORT ST. LUCIE 1)) A�ACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE I/4•DIA. x51/2"LAG PER SIDE INTO CMU AT VIEWED FOR OPPOSITE SIDES SCREWSTO NEQUAL (SPACE OS SHOWN FOR 3-PLY) JACK TO HEADER, NO BASE EDGE VIEW SEE. SCHEDULE CODE COMPLIANCE ♦ Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 16.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. ZX CRIPPLES @ 16" O.C. CONNECTOR REQUIRED (3) 16d W/ SIMPSON SP2 TYP. "' P4 AT SEE PLAN TOP AND BOTTOM 2-ROWS 12d NAILS ST. LUC'IE COUNTY WF37 TYPICAL COLUMNS DETAILS N.T.S. [24" s COMMON FOR WILL STAGGERED@ O.C. NAILS(TYP) HGT. 12" o/C EACH BOCIrC* WHEN STUD LENGTH FACE OR 3-ROWS • r FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES •� 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. ;r. CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NCTE: FOR OVERHANGS LESS THAN 5/8" -NO REPAIR REQ'D. 1a1 rs"��as"�a Mo�M�N�I� •B..NAILS ''�.� �R . O.C.• • • • / (2) 16d TOENAILS EACH END TYP. ! ♦ • • • ! © • • •• :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •R ROUND/ SQUARE• BOX HEADER= EACH END I WIRWIVif OR DOOR O• IS LESS THAN 12 USE LSTA30 STRAPS AT EACH 12d NABS STAGGERED @ 12" 0/C FOR 2 x 10 O STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED H TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 STRAP S.Y.P. HEADER W/ O (n 1/2" FLITCH PLATE W ` U d 10d NAILS @ HEADER. (U.N:OJ L,.) I_ Ih 8" O/C TYP. FILLING AND BLOCKING AS > M L m m •i N n. DOUBLE 2 x 4 REQUIRED FASTENED TO FILE COPY Do a CRIPPLE STUD HEADER W/(2) ROWS OF 12d 16" UNLESS O Q TYPICAL (U.N.O.) @ O/C U) NOTED OTHERWISE "J M (n ♦ Model Name / Number: 2 x4 STUDS TYP. 2265 SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR ♦ Plan Issue Date: Wednesday, June 23, 2021 CMU �FH�4G 9 W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE ♦ KA PROJECT NUMBER: STEP DOWN 1.1) DOWN CONNECTIONS T REQUIRED @ BEARING JWALLS P:T. OCT. PLATE 21-5945 WITHOUT UPLIFT Sheet: '; Of: - MS18 I RETROFIT WALL OVERHANG DETAIL NT!, WF39 TRANSOM DETAIL AT ENTRY 1/2' =1'o"I WF09 WALL HEADER DETAIL TYPICAL WALL DETAILS MAX 9,, UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSHI SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. F> 9" 2X4 #2 SYP TO BE LESS THAN ,- (MIN. FIRST 4 BAYS) BLK'G @ 18" O.C. OR EQUAL TO 45° I --- - 8d NAILS @ 4" O.C. IF > 9" CONT. 2X4 #2 SYP W/ (2) 10D X 0.1310 8" O.C. EA. SIDE CROSS BRACING { WALL AND ROOF (SEE PLAN FOR -' d SHEATHING SEETBI3 LOCATION) -'' BLOCKING FOR SPECIFICATIONS s. •. 2x4 SYP L BRACE FOR 2x4 SYP OR SPF CROSS BRAG GABLES 3'-0" TO W-11" TALL. ,. +^ APPROX. 8" FROM RIDGE 2x8 SYP L BRACE FOR THEN 48" O.C. AFTER. NAIL w GABLES 6'-0" AND TALLER. END&6 RO I@EACH ATTACH L BRACE (NOTREQID WHENGABLEIS 12d NAILS @ 4' O.C. 4 =1" OR SHORTER) ASTER (1) SIM ON HGA10 (( RACE CONNECTOR FROM GABLE TRUSS CONT 2x4 SYP OR SPF SPANNIN TRUSS BAYS (8'-0") NAILEb) DIAGONAL BRACE TC SILL PLATE w/ 10d @ 3" O.C. (3) 12d ) W/ 3-12d TO CHORD (MIN BLO K/PLATE NAIL GABLE TRUSS PER JOINT I 1ST 4 BAYS) TO TOP PLATE W/ _ 16d NAILS O.C. CONTINUOUS LATERAL BRACING _ C4" J� 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT �— 4 BAYS IVAI NAIL OVER X-BRACE AS SHOWN- 2x4 SYP OR SPF BLOCKING AT 48" D.C. MIN. BETWEEN TRUSSES @ 48".. KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. - CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d cm EACH EA.MASONRY WALL TRUSS W/ 3-12d NAILSEND TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 T813 FOR ATTACHMENT SIMPSON H8 w/ OVER JACK TRUSSES, SEE iO-iOdx11/2" NAILS PEAR' 111111 BRACING DETAIL N.T.S. [TB02TYPICAL CROSS BRACING DETAIL N.r.s. T601 TYPICAL CROSS >+'°°1TTORR FASTEN (1). SIMPSON HGA10 @ 48" O.C. W/ 8 1/4"x1 1/2° "r ,vN E • ' N 2x4 BLOCKING w/ 2-12d TOENAILS SDS NAIL TOP OF "T" 7 :" VIDE 2X4 MIN. BLOCKING AT END OOTOOP PLATE /BEAM TO GABLE TRUSS 2-12d TER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM S AND 1-SIMPSON H8 w/ TWEEN TRUSSES W/ 12) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS G i�l NAILS EACH END TorRussroP @ WOOD FRAMED WALL @ DUTCH GABLE �� � ;v USS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACI_NG GE01 GABLE END BRACING N.T.S. tF WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP T PACE _TRUCTURAL SHATHINGADD 2X4 ALONGSRIPPED 2X4 SYP #2 TOP CHORD WHENAIL TO TOP CHORD TO PREVENT SHE- OF HIPPED TRUSS W/ SPAN FROM EXCEIF 12d NAILS@ 6' O.C. MAX 24" SPAN (EG.TSIDE OR BOTH IF (2) 12D NAILS MINIMUM (3) 12d 'COO S ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SEE SPACED AT 10'-0" MAX SYP TRUSS BRACING 59 & m rl m I- 8 r ro .PLAN 1— °�" a� & m 2X4 BLOCKING aNhg w a Pa�" a"-a� HIP TRUSS m;;� a g ENTRUSSES BETWEEN S € CNv SF(„LA ' g°. 0 �sW Q 2�N W o Z� a ¢ k a s � IL O G N p TB03 HIP /RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.r.s.gg 1$Sl u ° $ � �` ❑ ❑ ❑ WmN.:OSENG.COM (D Z r - O g Z o ry aY TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT m Z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY ONE AREA THEY SHALL BE SPREAD OUT M �F CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY EVENLY OVER A LARGE AREA SO. AS TO AVOID OVERLOADING ANY ONE TRUSS. SPECIFIED BY THE TRUSS MANUFACTURER ALL w I 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING i �- LATERAL BRACING SPECIE ED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. (J .mot 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. O u.l 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. C L!Y m 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. I- 9 SEE TYP. TRUSS BLOCHING DETAILS C) m N E SHEATHING o 4Jy'i 3T04TRUSS AS SHOWNALT C mNRNATE 7_y I w TRUSS SPACES DIRECTION Q N o Om �=IY_ —1� R0 ALDAMS HOMES I VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE 12)- NAILS W/ (4) 12d TOP &BOTTOM ON T H5 SECTION TRUSS TO E TRUSS q FLORIDA CONTRACTORS LICENSE NO. CRC1330146 )1OD OR L IN PLACE OF (4) S BB REQUUIREDIRED ®RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OUBLETOP Dou13LE A E TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: SECTION B-B PRE -ERG. TRUSS 7:2PSEE VARIES w ROOF z x STUD WALL PLAN SLOPE . PORT ST. LUCIE /, CONV. FRAMED RIDGE \ \ / / REvIE EWet) ♦ Job Information: MAYBE NAILED w/ MIN. VERTICAL SCAB 2X6 42 (4)12d WHEN IT LANDS SPF 4W O.C. W/ (4)12d BLOCKING / \ BETWEEN \ \ BETWEEN TRUSSES / / FOR CODE COMP NEC TO PRE-EING. TRUSS gLNNG. NAILED & EACH TOP & BOTTOM OR H5 OR� SIDE W/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d REQUI< RED @ RAFTERS GREATER \ @ aa" O.C.o.c. MAX. / / \ \ / / /1 ��" �MNV it WG►E e REQUIRED W/ (2) MTS12'S \ \ / COUN-r' THAN \ 2x4 SPF BRACE \ @ 48" O.C. - NAIL w/(4) / //�� R®4(° N c \ � COLLAR TIE \ 12d AT EACH END & EVERY3rd BHEATHIN RAFTER \ \ ALTERNATE DIRECTION \ \ O \ 2%4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/(NAILS (OPTIONAL) ,. i Z e-1 IP GONT. EACH ENO, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X31/2" / / TRUSSES ` w c i 0) 'C_j ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN .4 BLOCKING OR HIS ®48" O.C. / / > coM PRE-ENG. TRUSS. \ / / M t A/O N EL CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREASTYP. \ / / \ \ / /co 00 d SEE PLAN FOR CONNECTION SIMPSON A34 OR e BLOCKING 2X4 P.T. BLOCKING BETWEEN KING B (USP MP4) @ \ / / (J� (w/'� (/�� 00 LO 0 im DIAGONAL TRUSSES NAILS 49 WOOD 2XB #2 SYP RIDGE BEAM a'-0° 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING `� • "' Model Name /Number AT TRUSS EACH END MAX 2X6 RAFTERS N 2'-O"O.C. \ /\ / BETWEEN RUSSES♦ Y MAX. W/ (3) 120 COMMON @ 24" O CT MAX.w/ /. TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN \ / ,\ (3)12d EA. END (TYP.) 2265 (SEE PLANS FOR TYPE) CONC. MASONRY 4 Fr 0 2'0" O.G. MAX W / (3)10D SEE PLAN — — STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT ♦ Plan Issue Date: T & B CHORD BEARING SUPPORT Wednesday, June 23, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHINGYl INFORMATION or 21-5945 2x4 S.Y.P. @ 16" O.C. Sheet: Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.r.s. ROOF FRAMING — AND BRACING DETAILS n la R" THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x. P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/1-611 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" r 3" 6" 3" 11 3" 61. 6" 6'h 6" SPACE SPA EVENLY EVE Lal 6„ 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE n C SINGLE DOOR W/ SIDELITES DOUBLE DOOR nil 3" SPACE EVENLY D ft�i Oecw 7" Is to use In athiw'R B. se "W NAIL SHINGLES W/ 33 OR 12 GAUGE ROOFING NAILS. ELI MIN HEADS.6 PER SHINGLE. . M�OetkT v@ 0 DDJhsa. lea 3r6 c"uca "�" •� Mom" valley c&Itellina SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN:3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APTUE•D ALL LEVEL VALLEY ffEXTER. D, PAINTED BEHIND FLASHING LOCATIONS) ALL FINISH. MINIMUM OAND DIN ��H GALV. VERTICAL RISE OF FLASHING VERTICAL WALLG CONTAT RNEEWALLT ENTRY R ANT HOC M NG SiES FLASHING DETAILS 6' HOR Z. NOTE: THIS DETAIL IS REQUIRED FtA HI G AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP I ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALAN4MIN. BLOCK LINTEL & SCREW W/3/16" x 2 1/2"1/2" DRYWALL FLAT HD. "TAPCON" SCREW THE WIDOW FRAME INTO MA JAMB MIN. 4" FROM END AN16 C.C.1/8" SHIM SPACE EXT. FINISHDRIP EDGEWINDOW 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 LOCATION OF BARRIER TO BE 1'-019 IN FRONT OF MECH. OR APP. WHEN REQUIRED��� ZX WOCiIA FRAME 49 Il 00 0IGREW BY OTHERS 4" DIA. CONCRETE sHEATlN6 FILLED PVC. PIPE. BvcJTRs CAULK aer+w FIN. 0i'EATHIN6 O EXTERIOR TOP OF SLAB FXWSH DISTAIN BY OTHERS �T — 1/4t MAX. SHxM SPACE — - - - - - -- BY OTHER$ 004ifIirlTS7W cH � f, Irr I T od /I O z I ,0 r-- 16" MIN. DIAMETER ' EX11�RifXk INTERIOR ° a I CONCRETE FOOTING 1 PR®TECTI®N BARRIER DETAIL TYPICAL FRAME OPENING N.T.S. WINDOW INSTALLATION N.T.S Rwi 8.5 DAP ONE PROVIDE GRIP EDGE AT EAVES ANDGABLES of SHINGLE ROOTS. OVERLAP TD BE A MNIMUM OF Elm (76Lm1. GAVE DROP MGM SPALL EN -END awn 3ELOW SHEATHING AID EXTEND BACH ON THE ilA MINIMUM OF an. DRIP EDGE AT EAVES SHALL BE PEAM1T1M TO BE INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. F INSTALLED DYER THE UHnERLAYMENT, TNOE SHALL RE A MINIMUM 4N WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE RANGE, WaR EDGE SHALL BE MECHANICALLY FASTENED A MAXNN OF In ON CENTER. WHERE THE Vase AB DETERMINED M CCORNVDE WITH SECTION P3012.1.315110 MPN T'l RM/HI OR GREATER OR THE MEW ROOF HDGHT EUMDS 33 MET UOAM8 min), DOW EDGES SHALL BE MIPCHANICALLT FASTENED A MP%MUM OF 41NCHER Masmum Faaewr Spii (Jambs, Haad and Sig) Wall Framing;. 412 SprucarPhie/Fa' of Beaer SlItione #foa Screw IAmmum BcewA penalem GkaM Bead 1dGNO- nR` Cross 5edbFt V law etterior ViON Of Rilsed Wattk+w MNmum >, SlAmne -- ElWtorSM&tNng More. We strongly recommend the use offlashmg asp/pi flashing tapes and sh1 pans assured In A57M fArim-0I. However due to FerldNon In codes and building typal, It Is left up to the end user to determine the proper InstaANVOW Ofthese lt"A LEAVE THE GUOBLE WRAP ONI before installing your wrndwy the bubble wrap may be peeled Lack for inepecton, but please r"tick the wrap to pnomd the bloas tmm SCratLheS lisp Other damage until MM r IdW S Wrllplele. Steps Measure to be"athe opening is 3/a" to III larger then the window am both vaticay and hbdrantaNy. ' You may wish to prednRl the installation holes in the fin at this Bme. Disregard CM pine, ,PI hoasm the mounas they "rut Step Apply a generous bead of sllicace to the badscle of the rtwllrting fin. Use enough allcone to sufficiently fill all voids between the. fin and the Wert sheathing. goal Irsedthe window Into the opening from the oudde. The window Is labeled "inAh asp "artslde', but these labels have been removed, the mang bead smida be to the inside M the tailldfing. Step 4 Install shims under the sill, adjusting them tmol the unit is plumb In the opening. gums shodd be ketalled urMar the sill every 2 feet. The window should be basically cemmed m the opening with no more than 1IN' gap between the window and wall firaming. Sep 5 Install a#10A 1. 2- screw 4" from the caner of the fin at each end of the head, sill and both lambs, Step 6. Irataa the remaining fasteners In S" Increments from the carer screws to the camer of each Barre member. Use tare not to Over - lighten the screws and pull them thmuglh the fin. Alm, make sure the screws go In straight and do not am the Frame to bow Wall framing should be a mlNmum of #2 SprualPilwfFir Fastenem should be*10 screws of sufficient lw o to achieve d-3/8" etratirtinto the wall and mo leas then ilrfrom edge of framin. Fastener quamitiea rheeded in each side of frame to achieves"spacingl M Frame NlelMer 10". 18- 26" 34- 4Y So lar Be" 14" 82" w 9a" Numbs of Faalners 2 3 a 5 6 7 B 2 10 13 12 13 Step 7 Remove elaas sill[one " ueeze out- born around the fin and Fropect for holes or voch. Use shone tole any voids. aep.8 if desired, a foam mwlx0on an be applied to the interior gap between the window and wall framing. If applied, misTmafbe the NON EXPANDING TYPE FOAM, Step 9 Since these Windows am typically used In rooms with high mtlsbee, le; bathrooms, t b MdmrN need due the NRedor gap between the window and wall framing also be: sealed with slllowe and Wed so as not to Interfere with the t5tdlaUm Of wallboard, Uk or trim. Step 10 Once all construction B complete, remove the bubble wrap fran the Inside and mat ice of the window. If neoeleary, dean the blocks with a milt detergent and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. :a i a p m b Off^ v N N v a"� 0 In OD aN ti � I e rb g W to ill OD �As m y g�E Q �e 7JJk nJk 4JJF isg`$' ogB, a LL LL LL z° w 9AIM w a $a NM 2 N g Ell m Q ESg'W a w on Product Approval Submittal Affidavit a dol o o Building Address: Contractor: ga Map Go d Building Permit: S 68 NLL o Design Attachment o S N Product Pressures Manufacture Model# Method Approval 1- :? w vrWw.FDslNa.txml ❑ ❑ ❑ Roofing: 0 DAD E IKo Industiues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 Z o ra 1st Choice COUNTY APP' NAILS, 3/8" MIN HEADS. 6 PER SHINGLE. �,. Z C4 ,a„ Wir 3/8" MIN PENETRATION THRU SHEATHING ' Q ROOFING VENTS: DADE Florida Metal FlAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, tr FL21580.1 R-2 Z N COUNTY APP. rod t c. d e n " 1" FROM D 4" D.C.P Ln VI M ROOFING UNDERLAYMENT: 2 w TAMKO BUILDING TAM KO No. 30 UNDERLAYMENT SHALL BE APPLIED AND U 1st Choice PRODUCTS LLC #SO ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL72328 R9 y U _ y'i R905.1.1 Ili O..w in ro Overhead Garage Doors: 32 ------- U —NE 1st Choice +30.0/-30.0 CLOPAY 186 X � 2"x6" P.T. WOOD JAMB WITH FL18546.8 — r o� $ :1 53W5 (5)1/2" DIA. x 8" "J" BOLTS — SOD 2nd Choice +30.0/32.0 CLOPAY 8x7 FL15279.84 (� CS1- q� �p Swing Doors: a N o ;qm 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP& BOTTOM OF INTERSECTIONS FI.2046 2 +6Z.0/-67.0 THERMA TRU-CORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 A DAMS.. HOMES FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM I II 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 1711591A 9 LITE SERIES THEREAFTER. (TYPICAL ALL 4SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 TRU F152.Sidelights PAPO L15z 3000 OULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 1st Choice MI WINDOWS & DOORS SERIES 42D SGD FL15332.4 DIVISION LOCATION:. n orced MI WINDOWS & DOORS SEAluRIF 441) reinforced R 10332.12 PORT ST. LUCI E Job Information: Windows: +40/-50 MI WINDOWS 3r 0 SERIES Twin SEE BUCK DETAILS (THIS PAI FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Si a Hu (fin) ANCHOR WITH MIN YAr" Ey( ED. TO ALL FACTORY DESIGNATIONS WITH ALL ` 3500 SERIES HOLES NOT DESIGNATED.,F,f}BKTAFCON SHOULD BE FILLED Al SCREWS >— +40/-50 MI WINDOWS SI le Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 3.7894.2 3540 SERIES FOR INSTALLATION THROU(3H:2x BUCK USE 08 WOOD SCREW OF +50.0/-50.0 MI WINDOWS Single Hung (fin) SUFFIENT LENGTH TO ACHIEVE -IV. INCH MINIMUM EMBEDMENT RA7676.2 IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Singl FL17894.4 Hung (finless) frame ■ Mullions: r M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE N Ti 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT ENGTH TO CHIEV A I'4 FL 18504.1 y Y 0) M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM I FI. 15804.2 L ij V -T - EDGE DISTANCE ""� M ✓ r~ Fixed Glass: / a ME i 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 WITH MIN. 1s/o-" EMBED. TO ALL FACTORY DESIGNATIONS L Fy is a ^� WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD ® r W J BE FILLED W/ 48 SCREWS OF SUFFICIENT LTHFgL0 14E ^ O ® LL 51 MIN. EMBED. INTO WOOD BUCK. 1I.�GG LI V / V J Soffit"" ® Model Name / Number: +66.0/-71.6 KAYCAN LTD Standard vinyl Steple 10" on center in direction FL16503.4 R5 1st Choice oflength 2265 Plygem / Variform I Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard I standard Vinyl I staples solid 144 vented -145 F=:L94.2 VT —Plan Issue Date: Hurricane Panels: Wednesday, June 23, 2021 Dade County App. L AME I 24" Ga. 24 GA. STORM PANELS 1st Ch01 a SHUTTER &GLASS Storm Panels FL16293 R3 ® KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 21-6945 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Sheet. S®5 of FI, # 87864 : Name: Luis Pablo Torres Certification Number: MATERIAL Name: Certification Number: REFERENCE INFO (PSL) MECHANICALLY FASTEN As FOLD UP WEATHER FLASHING REQUIREMENTS CORNERS THROUGH WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW E FLASHING SELF -ADHERED FLASHING SELF -ADHERED ILYSECUARRIER .� TEMPORARILY TEMPORARIILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls Shall provide the building with aweather-resistant exterior enroll envelope. The exterior wall WINDOW envelope shall include flashing as described in Section R703.4. i R EATHER UNIT - BARRIER s WOOD FRAME CONSTPL SLOPE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3/4"-I"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 In : 12.0 In SELF FLASHING accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 kill : 30.5 Cm) -ADHERED ' Iweeve�ore""ow, WALL SY6IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING ," SELF ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over No. studs or sheathing of all exterior walls 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where WEATHER RESISITIVE I # I SELF -ADHERED FLASHING EXTERIOR �CENTC FIN, WATER RESISTIVE HARRIERS ARE REQUIRED BEHIND STUCCO. joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water4esistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water-reslstive BARRIER SEAL TOPS OF JOISTS; 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 UNDER DECKING manner to meet the requirements of the exterior wall envelope as described In Section R703.1. SELF -ADHERED FLASHING (SEE DETAIL WP07) SUBFLOOR R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required In Section R703.2 and, where - applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least HEAD FLASHING TIE-IN INSTRUXTIONS WIRE LATH Detail Instructions equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer a separate continuous and flashing In RIM JOIST provides plane any (installed accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation Refer to the number marked as tom# in each detail that corresponds to the to the water -resistive banter Is directed between the layers. 2. Self -adhered flashing plus head flashing under weather 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 resistive barrier 3. Fold weather resistive barrier back over head flashing and PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage space. seal with tape 2 2O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle- fashion or in accordance with the manufacturer's instructions. Metal flashing shall be scale: NTS -- SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING 02 TW PCEMT. SELF -ADHERED FLASHING W P®3 Scoring cuts corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water Into the wall cavity or penetration of FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A FINISH SILU POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framing components- Self -adhered membranes used as flashing shall comply with adhere to substrate using a square piece of flashing material (6 x 6' AAMA 711, All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Garde NS or greater for properjolnt expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as Shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the, surface of the exterior wall finish. Approved ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB &HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle Of Comer may Vary, adjust folding of the flashing accordingly to fit flashings shall be installed at the following locations: REFER TO TECHNICAL LETTER ON CHEMICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WP01) I tight to Comer 8. Mechanically fasten as necessary I.window and door openings. Flashing at exterior window and door openings shall extend to the surface of the COMPATIBILITY SCORED SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically , RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following; SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �� (BEFOREFOLDING,SGORE NEIEASE PAPER TO EXPOSE ADHESIVEAS SHOWN) 1.1 The fenestration manufacturer's installation and flashingforin VERTICALLY FROM BOTTOM OF Instru tons. Wheresed fenestration manufacturer's Instructions, In accordance with thflashing e flashing THRESHOLD instructions r details are not provided, an flashing shall be installed at the sill of exterior window and door openings. P P g = a ' MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection SECTION -A WP0 (SEE DETAIL 2) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. - SELF -ADHERED FLASHING O ,,,---...AAA / y 1.3 In accordance with other approved methods. 1.4 in accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 2SO, FMA/AAMA/ v _ W DMA 300 or FMA/AAMA/WDMA 400. 2 SELF -ADHERED FLASHING 2. At the intersection of chimneys or other masonry construction with Name or stucco walls, with NAILING FLANGE projecting lips on both sides under stucco copings. I f E 1 I DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all wood trim. BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 2 projecting S. where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING HALF ROUND WINDOW IWPO4 SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK p �p®� V V r _ SELF -ADHERED FLASHING ^� P INSIDE CORNER 7. At built -In gutters. SELF -ADHERED FLASHING - DECK PROTECTOR SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster in accordance with in accordance with - -0- - ---'- SELF -ADHERED <- ASTMC926 ASTMC926 FLASHING PATCH'- ";) ' Felt backed metal Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING withASTMC1063 it With h ASTMC7063 DECK PROTECTOR t. Building Paper Building Paper 7/16" O.S.B. 7/16" O.S.B. sheathing %. sheathing I DOUBLE s' Lis. i i .. SINGLE JOIST ' ' j Metal. Keep top edge JOIST SELF -ADHERED FLASHING -- ' ', Flashing of weep d SELF -ADHERED FLASHING j ; 2" below top of 2 3 1/2" block 3"MIN ,., ' ' Unperforated 4 Flange 7/8" Vulcum „z Weep Screed cauk bottom O 5 <, ; joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING \HO.8362x;DECK JOIST WP07 SELF -ADHERED FLASHING OUTSIDE CORNER , fl' y y APPLY A LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN Wee Screed 1 1/2" to 2" Flange 7/8" Weep Screed INSTALLATION OF THE SUCKIRECEPTOR. Above Roof Sheathing 1/2" Cementitlous Decorative Finish o • • o, All inside and Q' outside corner will EXTERIOR WINDOW UNIT ° need to be miter CEMT. FIN. 9 cut and caulked all Cement Platter •, butt joints need to BUILDING PAPER SLOPE SLOPE in accordance with ASTMC926 o o becaulked using SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in : 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor Vulcum caulk for all � ' . " D FOR (0.6 cm : 30.5 cm) t'OOE C - MPLIANCE SELF•ADHEREDFLASHING ST• L IE/^+tCoillmil WIRE LATH EOVD SELF -ADHERED FLASHING F -- EXTERIOR CEMT. FIN. BUILDING PAPER - WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Piaster Finish Block WIRE LATH 2 1/2" Perforated Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o, Screed -Plaster . over block EXTERIOR 1st floor WINDOW UNIT CEMT. FIN. nC �+ m Stab edge of weep screed 1" below finish floor OPTIONAL DETAIL $ 3 Note: ® The building paper and metal lath must be installed ovr=r the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING CEMT- FINISH WINDOW HEAD FWP ® EMT. FINIERED SH WINDOWSILL FLASHING 1 1 SELF -ADHERED FLASHING P 1 2 the SCALE: NOT TO SCALE I CEMT. FINISH PARAPET WALL Weep Screed. g CT Vu Lu Q CV 2' e r z,'a�°f 8lisisOttti-i ag W a o E�uS m $g LO m w as na m geea5 00� gym$ �yg Wa a =sLL� w vi � w �ts�c a w 3 ads"5 0-�� 3 p�b'6 Z�a°'z Y €3a Q s�5 $ r-• of � � GIs � g WN .R)SMG.00M ❑ ❑ ❑ CO � yet z 8 J N o_ Z N W - LL LOw 4] o y U Lnw g rr V�1 U-NE M _ OnI Q n m ICim'. I. FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. L-UCIE Job Information: or � c � V M / m kd qi N Q. ¢ d z F- 00 0 ,J LLI Z) 'M LL Jmw(i) Model Name / Number: 2265 Plan Issue Date: Wednesday, June 23, 2021 KA PROJEOT NUMBER: 21-5945 Sheet: WP Of: WATER PROOF DETAILS --- --- - i 5 bath du ct to roof or, wall cap w/ standard 70 cfm bath fan HOBS JOO - Hz a5 31 TeA03S 'ar 3VO8A T2AD3fl9 ar z-'rr .off-s s N LANAI El 013 .,G .� 5" bath duct BEDROOM 4 \ 3 "� He oz�a OWNER'S BEDROOM t0 roof Or Wall cap OJD 0 _ OJ ,�0_.8 OJC 0 8 90 gOCl w/ standard 70 g" Ox61wcd ��9 ds 190 H2 O505 (S) 10x6 1wcd 45 14x81wcd cfm bath fan aa8s 1Ox10 rag \\ B aJG `o-Cr eao5-s 45 10x6 1 wcd x18 rag H2 fl N 8� 16" i H2\9 x r 18x18 rag 8aos g" >> 8x4 1 w 5„ bath duct 5 1 20 \ 190 to roof Or Wall cap 10x10 rag 14x8 1wcd W/ standard 70 o w 10' FAMILY R OM cfm bath fan BEDROOM 3 �ITcH N D =LLD 'o-'or DJO 0—`8 OJO `0—'Or' k:l H2\ s� H2\9 90 N w 10x6 lwed 8 5" (�• 10x6 lwcd 10 n'C�AT z ._ 80 aLD o ::.. 10x6 1wc 6 4., 50 10x10 g 10x10 rag 14 " 5 Nam N / c4 1 c 8' 24xl8 f a N In p� .C.M f "I'll—'.:� 11 EDROOM` 2 ® "0—'e oT xoa aofla 100 ° 8 BATI 4 6., 10x6 lwcd FOYER 8 6 D1NIN ROAM � BJD o or OLD -1 w soL U ILITY 70 m 42X42 A/C SLAB Dw% 013 -$ o� 10xs 1wd s D 8x4 1wcd o IVING ROOM BY BLDR MIN �_` 1O Lo 0 o�� 45 a". � �. 'QQQr or 1iH 03Tfl3vuli L S 8'@OS—c 8 1 wEli� ©T fl00 fl AID \. 2' FROM WALL N� \ L AH H W� 2JJAW 1�3 T3e Hz�fl � � ass Tu3mz '.Sr (S) 140 . V0A M02VIAAT \ a�H`T .T3M 14x8 1 wcd H2 8S J8(7 0 V8A 2wAflT .V3J3 332. 3.0 TON W/5KW @240V 1 P 18x13 plen 4" dryer duct ENTRY platform by to roof cap VSA ?HT sooa IH2 !s sea bldr w/dryer vent box scale :1 /8"=1'0" aa30eA �)IitA J3NIM19 4 3Ex �RJ \ 3 CAR GARAGE R VIEWED FOh 5" bath duct CO E COMPLIANCt NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED ST. LUCIE COUNT -1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS t0 r0'Of Or WaII Ca�J BOCC Transfer ducts/grills sized in compliance W/ standard 70 SrzM with Florida Residential Building Code—M1602.4 3z H S2M g balanced return air. cfm bath fan —light r aeia O EXCEPTIONS 1-3 fl 00 CJA3H93V0 C X 8 flooa aA3Hfl3vo T x al' AREA CALCULATIONS -- --- -� 1st FLOOR. 2277 S.F. FIL .. TOTAL LrVING (AC). - 2277 S.F.— GARAGE. 617 S.F. FLOOR PLANCOVERED COVERED' ENTRY (BASE) PATIO/LANAI 176 S.F. 186 S.F. 1/4" — 1' 0" ELEVATIONS I & 'CR° .SCALE: TOTAL AREA UNDER ROOF 3256 S.F, License #(>IV(1249111 a 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. Z m Cn LU LU � Q LLI z W � d LJJ LI J Q Q Q LC) _ CV Q C Z O CV I N N m 11:f — LI.J • ° .. > Z 0 Z p LIJ S I-Q _3 0 D Q � �D W IZ _j lJ / C�l