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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 AND LAWS 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 OFTHESE 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 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED. IN ACCORDANCE WITH ASTM C1063 OR 01787, 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, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE 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 PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH (AYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ' ONE LAYER OFNO. 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, 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 CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHINGPPLIED R 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 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 FLASHIINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. * EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS 0 MASONRY,WOOD OR METAL COPINGS AND SILLS. F • 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. DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25' LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1.1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A- 064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A' OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY,. THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 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 MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT. GRADE N. TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f m = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO AST" C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C4764C WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFF, WHICH EVER IS LESS. REINFORCING SHALL 13E PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL S05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND B . PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO P OVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACII 4G SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALL 5 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 WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN P OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS AT HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON. HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SSX) 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 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 MI ROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 17E Rx=2400 PSI MIN, 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEA1 WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD CC/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (8/24)SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/15" STRUCTURAL I OSB EXPOS JRE.1 OR 15/32" RATED OSS EXPOSURE 1 A MINIMUM 1 8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 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 L RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. UMBER AND ITS FASTENERS" AS C OMME N 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 ELF,y/aTIQNS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 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 OR / EQ RED F 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. 8. 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. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD 13EAOING 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. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN. SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018EDITION. APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 7L/240 COMMMENTS: ROOF RAFTERS LL/180. TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST***. LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 O 0 BOTTOM CHORD DL 10 10 SO 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PS F) F) BOTTOM CHORD LL. O (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FF 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS d () 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE VALUE DENOTES SUCTION DIAGRAM AREA O O O 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 ' (+) 26.5 (+). 26.5 20 0 28.8 O 34.4 s O 50 (+) 24.8 (+) 24.8 (.) 27.1 (-) 31.1 0. 05 (+). 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT W-O" x 7'-0" 16'-0" x 7'-011 (-) 51.3 (+) 24.3 (+) 23.3 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.57 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WINnOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS. REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES ISHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS E=M6 FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED."J" BOLTS FOR 0 BEARING WALLS A WITH WO D MAY BE SUBSTITUTED WITH 1/2^DIA. EPDXY ANCHORS W 7 EMBEDMENT. SIMPSON "SET" EPDXY. 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO.BE LOAD BEARING. SEE FOR C.M.0 WALL REINFORCEMENTLOCATIONS. t I Is the Intern of Designer/Englneer listed In the tltleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3: CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear infonatlon. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE ATWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH. EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Englneer are not PRIOR. TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1)15 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer /. Engineer prior to construction. All construction MUST be in accordance to the TO FOOTING). I 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 found in these documents. Any questions regarding theON 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (i) SIMPSON MTSM16 TWIST STRAP W/ (4) sA"x 21✓a" TTfENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE Information foun a d In these p la ns should be directed to our Quality MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) WSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER, KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 Wj (4) 1/4" x 11/2" SOS SCREWS AND (5) 1/4" x 2 1/4" 7fTENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROMMOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Englneer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TMEFOR ANY REASON. Payments will be made In accordance to the tens of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2NO FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H175 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR.(CURRENT VERSION) FOR COMPLETE CODE INFORMATION. , 0 W REVIEWED FOR CODE COMPLIANCE BOCC FILE COPY No * Y K OF : o g 6 L2 - N (0 L0 g,cw&g B OD oit nUL E LL g M WaRqs Obw _ N d 9 N N 2 W i �i 13 RwlLq ZSim g4 oc 30 gp .sg. WrPi�mg C, O W ? m d ,a - oc K 4 � e. z a w a A CaJ J i°- e � www.wsavacana ❑ ❑ ❑ Z o 8 z o Z 0 r = a r, Z N C9 ro a +-+ � � m O w 0 c y N � c ww�f� lO U = N E -- W W t O 8 NN6a°o 4 Qm 1'fAMC YAMC"C ` FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Jab Information: v Ln oLn � o m 'N 0 U s ®_-"I LLD Z) M O CIO U) U) Ln 0 Model Name / Number: 2000 ® Plan Issue Date: Tuesday, March 16, 2021 VI KA PROJECT NUMBER: 21-1768 Sheet: il e I Of: I �a COVER SHEET BEARING WOOD WALL SCHEDULE UD CONNECTION & FASTENERS LUMBER UPLIFT Top BOTTOM CING SPECIES CAP.(p17) 6" (2) led TOENAILS (2) led TOENAILS SPF NO UPLIFT18" SP2 W/ (6}10d SP1 W/ (%10dSPF 402 STUD, (6) SOd PLATE STUD, (4)10d PLATE1a. (2) SP2 W/ (6)10d (2) SP1 W/ (6)10d SPF 803 STUD 6 led P TE STUD (4 10d PLATE Is- (2) led TOENAILS (2)16d TOENAILS gyp NO UPLIFT SP2 W/ (6H10d SP1 W/ (6)-1od 16" STUD 8 10d PLATE STUD 4 10d PLATE SYP ' 439 [�12- (2) SP2 W/ (6)10d SP1 W/ (%iOd SYP 878 16" D 8 10d PLATE STUD 4 10d PLATE 12" 12) 18d TOENAILS (2)18d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP3 W/ (6110d 12" STUD, is)10d PLATE STUD, (4)1Dd PLATE SPF 535 2 W LOd SP2 /Od 8 10d )12" STU SI'F 1070 STUD, (6) 10tl PLATE ST STUD. (4) lOd PLATE ,(( 12" (2)led TOENAILS (2)led TOENAILS SYP 0 SP2 W/ (6}SOd SP1 W/ (%10d �" STUDlOd PLATE STUD, (4)10d PLATE SYP 585 (2) SP2 W/ (6)10d SP1 W/ M-10d 12" STUD, 16).1Od PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED DOUBLE 2x TOP PLATE TOP OF WALL r{i SEE -PLAN- �P MASONRY WALL OR OF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE, SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BEIGNORED. CONNECTION INFO 2x MIDSPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-V' SCHEDULE ABOVE F.F. EE FOUNDATION FOR MORE 2x P.T. W/ 1/2' A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ - .. SW= SHEARWALL MIN. T" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2' 71TEN HD @ 32" O.C. 7/16" OSB PLYWT -W/ SAME EMBEDMENT W/8d NAILS AT 4-oc SEE GENERAL NOTE#8 BRG. WALL DETAIL IN RELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 20 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPBAND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5- IF "BW' IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WPOB/S3,1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS, (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) WA IS CONSIDERED A ANDREQUIRES MIN, 8. IF "SW" IS INDICATED THE WALL QU FIELD AND EDGE 7/18" OSB PLYWOOD W/ Stl NAILS AT 4" O.C. IN Fl0.D AND EDGE TO (1) SLOE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAIUNG SCHEDULE ING AND GRADE R D A ACT AS SHEARWALLB SEE PLAN F0 AND WALLS SECTIONS STUD SPACING e. IFTHE BEARING WALL IS INDICATED WITH THE BV BW4, 8 THESE WALLS ARE ONLY DS NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE SUPPORTING THE FLOOR LOAD AND U THE NAILS GUN NAILS MID WILL TA HARD CASED ML ) PLATE AND THE 2x PLATE CAN BE ATTACHED TIN THE BEARING WALL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT H THE STD ACHIEVE TH 9.9P1/SPZ-0flIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. Sod- 0.148" DIA. x 3" LONG HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2)' 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W111T FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP W/ ire FLITCH PLATE SEE GENERAL HEADER NOTE #5. THIS SHEET H3 (2)-2X10 ill SYP SEE GENERAL HEADER NOTE#5 W/ 1/2'FLITCH PLATE THIS SHEET H4. (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3)-134-X 111/4 ATTACH TOGETHER W/(2)ROWS 114"X 312' H5 LVL 2.OE Fb=2600 PSI SDS WD SCREWS 016" o.C. TYP, EACH SIDE (2)-1314-X 9114 ATTACH TOGETHER W/(3)ROWS 114"X 312' H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYR EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS 2x4 WALL 2x8 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA, END EA. END EA. END 11-0"-3'-11" (1) (2) (1) (2) 4',0" - 9'-0" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) 14) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE let FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3- IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR. INDICATED. HEADER CONNECTION FOR REQUIRED CONNECTIONS, 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' G.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO FUNG STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 X 8 #2 SYP W/ 7/16' OSB FLITCH PLATE. NAIL CONNECTION: PROVIDE (2) SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) ROWS OF 12d NAILS @ 12" SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA18 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN, (2)-2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSE1 PLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA18 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. � (2) - 2 x 12 #2 SYP W/ 7/10" CONNECTION: PROVIDE (2) <gIL43j OISE FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) �v/ BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. 4 x1 14"LVL (2) 13/ 1.CONNECTION PROVIDE (2) 2.OE Fb-2600 P81. NAIL BEAM SIMPSON LSTA24 DR (2) TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x 31/2 OR (2) SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ LB" O.C. TYP. COL U.N.O, ON ROOF PLAN. EACH SIDE. (2) -13/4' x 11 7/8' LVL CONNECTION! PROVIDE (2) 2.OE Fb-1-' 600 PSI. NAIL BEAM M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2- SIDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" D.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.D. ON ROOF PLAN. (2) - X LB" LVL CONNECTION: PROVIDE (2) LOE FhFb--=2 US PSI. NAIL BEAM IM TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 1/4' x 31/2°SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP- Oft (2) SIMPSON HETA16 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED. (MIN. 4- BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN & FASTENER UPUFT(Lb) C1 (3)2x4#2 SPF (4)-16d TOENAILS 0 DTT2Z W/ 1/2' WEDGE C2 (3) 2 X 4 #2 SPF ANCHOR* & (8) 1/4- X 11/2 2145 SDS SCREWS C3 (3) 2 X 4 SYP #1-OR- (4) - 16d TOENAILS 0 D7T2Z W/ 1/2" WEDGE (4) 2 x 4 SPF #2 ANCHOR*: & (8)1/4" x 1 1/2" 2145 SDS SCREWS 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 C5 SYP I )os & 12 POST - S6d NAILS U - 2200 ** ABU88 W 5 S" ATR G= 3 0 z 6 P.T. #2 / 200 8 / gyp POST & (12). led NAILS U = 2300 C7 a x 8 P.T. #2 ASU8S W/ (2) -.5/8" ATR** G - 24335 SYP POST & (13) - led NAILS U - 2320 3.5 x 3.5 P.L HDU5SDS2S'W/ ( ) /4' x LSE Fb=2400 PSI 21/2" SDS WS & 5/8" EPDXY:. -565 (WOLMANIZED IF EXT.) ANCHOR,ORATR** �- 3.6 x 6.25 P.L. HDUSSDS2.5 W/(14) 1/4" x C9 1.8E W-2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 OLMAN¢ED IF EXT. ANCHOR, OR ATR** 3.5 x 7 0.L. HDU6SDS2.5 W/ (20)1/4" x C10 1.8E Fb--2400 PSI 2 1/2" SDS WS & 7/W EPDXY M70 (WOLMANRED IF EXT.) ANCHOR OR ATR* 5.26 x 5.25 P.L HDUESD82.5 W/ (20) 3/4" x^ C11 1.8E Fb=2400 PSI 21/2" SOB WS & 7/8" EPDXY 78TO (WOLMANRED IF EXT.) ANCHOR, OR ATR*** x 7 P.HDUSSDS2.5 W/ 420)1/4, x 012 1.8 L.OLMANIZ DIF EXi. ANCHOR,DOR ATR*«;S'EPDXY 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH, STUD PACKS TO MATCH WALL WIDTH UNO. 2, ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3, NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR B" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) e. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (16E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL VS. PNEUMATIC GUN NAILS: COMMON NAIL I DIA. / LENGTH I PNEUDNIATIC GU HICOM ON VS, GUN IAPPUCATION NAIL 8d 0.1.31". X2%* 0131'X2-h' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 124 OA48" X 3' 0.131' X S" SEE PLAN BLOCKING & TOE 0.148' X 3 -A' 0 31' X 3 AA' NAILS & TOP PLATE 120 0.148" X 3 AA" 0.131' X 3 SA" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 1Ad OA48" X S' 0.131' X 3' . 8- O.C.(COMMON) STUD PACK S' O.C. GUN NAIL COLUMNS 16d 0.162" X 3 pie' 0,131' X 3 W (2)16D(COMMON) SEE PLAN - (3) 16D ( GUN NAIL$) (? 0 4 m 4 rD HOSE BIBB 48'-8" 14' 10" 20'-6" K 3'4" C 11 91-9" 91.9" &3 6„ 6„ COVERED PATIO BMS 20'-0"x 10'-0" BM5 5,-4„ 7'-0" ' 7,-4„ 51-0„ 9,_411 q,$" VERIFY LOCATION W/ BUILDER O O O I O e O 25 SH 25 SH 25 SH DBL 25 SH 2868 1 EGRESS EGRESS a•-0 14 2" 24'-6" MASTER VAULT CLG- BEDROOMI o VAULT CEILING i4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r` 7-10" 16-8. N cN w Z J u' 3:12 ,� - :12 Y .. '. 1 , GREAT SLOPE m 0 II Ili VAULT CLG. z in36" FLAT BAR EnFD W TOP ON 341f2" V in WALL W/12' 3: 00 G ' O.H. ' \ ,Z 3065 O J R/SH KITCHEN ' 10'-00FLAT CLG.WIC 0 - I O N , VA LT U i ,. 6 . ,A,,r v rC 00 I VAULT d' `----- [REF ---- 1- 2P. - - -RASH - - N 1 .. I 4'-2' 5'-5" 12'-2" BEDROOM 4/STL DY I � DOOR, PER VAULT CEILING io 2868 - ACCESSIBILITY CODE + 3'-6" pp I Lp DINING I ti a o ® 30'-0 FLAT CLG. m rn o N N W m C�7 .4 -0" 6' 10,. ti w M M. BATH i VAULT. w PROVIDE PLATFORM 2688 10 FOR HVAC UNIT ° R/S - - - - - - - - - _ VERIFY SIZE W/ _Y N MFGR R/S I' Ln 3X4 M N N fLIII 9J SHWR , --- ' NOTE: BUILDER TO PROVIDE i D DRYER VE APPLIANCE PROTECTION IF WW. inMAX I THRU ROO Hr REQUIRED BY MUNICIPALITY. IH.r -_-• LGT 3 ' ;BEDROOM 2SEESHEET4 FOR DETAILS --,) VAULT CEILINGW I LAUNo HANSON BOX ; BO@36"AFF 2868 21'-3" L7 -9„ 7'-0" 12,-2„ FOYER ' - ATTIC ACCESS LOCATE IN FIELD. VAULTCLG. 1/2668 H^I 22" X 36" MIN BW2 ci ei -------• ' I WF39 I " w i Q.T. S-3 OM i0 I I- LO - H1 C BA 2 O °+ m O ~ 3 CAR AG VAULT CLG 8' CEILING q EGR S 4' 1" 1' 9 6 -10" R/S ------ 'O - -- --- W N MS03 ENTRY 2668 o zsss Al- It N BM1 ------------------------------------------------- ' 29'-6„ 6,4" 12.-8„ ,. BEDROOM 3 l O 8'-0" CEILING �+ eS-2 ' G O 8' X 7' OVERHEAD IDOOR EGRESS El JLW X 7' OVERHEAD DO DBL 25 SH " 8"-0„ 1'-10" 16•-0, 1'-SO" 6%41. 6,-q„ 10,-0" 19.8" 6'-4" 12'-8" 4s'-8" ,HOSE BIBB q N WS 1 sa n 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE 6 A +27.6 / -29.9 6 +27.6 / -37.0 . +26.57 -28.8 -0 +26.5 / -34.4 O+24.8 ! -27.1 ) +24.8 / -31.1 ® +24.3 /.-27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BFARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. 14302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycomboore steel door, or 20 Minute fire rated door. 2.. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage aide. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (16.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12,7mm) gypsum board or equivalent. 4. R312.2 g .1 Window sills In dwelling units where the t of n operable window opening Is located op of the sill a pe p g less than 24 inches above the finished floor and greater t e the grade or other surface than 72 Inches above th below on the exterior of the building, the operable window shall comply with one of the following L3 Isted methodS)- 5. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 6. Calling for exterior entries and covered porches to have 7/16', span rated OSB nailed per zone On roof diagram nailing schedule or 5/8' COX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to. Unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level aquivaient to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length e mum allowable exhaust duct length shall be The maxi a w gt determined by one of the methods specified In sections M1502.4.5.1 through M1502.4.5.3 9. Callings for exterior entries andcovered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached W/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer Specifications ST. LUCIE= COUNTY FLOORPLAN SCALE: 1/W = 1'-0" ELEVATION oBa AREA CALCULATIONS .1st DOOR 2004 S.F. TOTAL LIVING (AC) 2004 S.F. GARAGE 754 S.F. COVERED ENTRY (BASE) q5 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 3003 S.F. s _ m v o C13 .Ni � LO gsw PPimF a„ 'D OJ =3a'cOj `gym ti' li "s €a d m -r z w thump nw. a �� a. w y Fi' v'SF0-�..S _ �. Z� 9a 0 Y _#$ O pCq� V 0���cg2 F5 in `NWk MSENCc°M ❑ ❑ ❑ ( Z g Z .0 _ Z 05 Q 2 -vai Imo( Z " Il'tRll�'s JI N Ul m el 2 -� y U0 w � m J.N E T O^m �- m Q Ur) n4 �1W DAM HOM 5 FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: LJ.. 0 Z UO t , ' O 0) W N m o � 04 ci i J N �] a ® ® J LID : M L el m U) 0 ♦ Model Name / Number. 2000 V1 Plan Issue Date: Tuesday, March 16, 2021 ♦ KA PROJECT NUMBER: 21-1768 Sheet: /\ Of: FLOOR PLAN (*) SLOPE MAY VARY 241" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24•' CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR T'M32A DETAIL FOR MONO. OPTION. 8" REINF. OPTIONAL CURB FOR F F VARIES GRADE SEE PLAN MASONRY @ELEV. 0'-0• �` •— ' '— ' ' — , W/(1)-#5 BAR CONT. o Il p / V —" w 2 STORY: 20" X 2 REINF. N W (3-#5CONT.0" 16 (2) #5 SEE PLAN ► REBAR 16„ (2) # 5 REBAR BEARING FMO1 SINGLE STORY FTG 1/2"=1'-0" FM02 I SECTION @ GARAGE 1/2"=1'-D" REINF. SEE PLAN— #5 REBAR FM03 ITHICKENED EDGE 11/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE. OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. RN. FLR.. I ALIGN DRIVE W/ BOTTOM OF !7 1 1 1 . RECESS & PITCH DRIVE 0 4" CONIC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. 16" FM09 I SECTION @ GAR. DOOR 2 STORY: 20" X 20" W/ (3) - 4 5 CONT. —(2) #5 REBAR 1/2" = 1'-0 SEE PLAN' 8" =1'-0"I FM12 I STEP DOWN NON BRIG. = 1'-0" = 1'-0" 1/2" = 1 SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" s SEE PLAN ELEV. 0'-0" WITH CURB O m TYP. SEC. (1) #5 BAR CONT. ��( (G.C. VERIFY) oo lI II z� �ti r I F.F. REINF. i iD •. • " (SEE PLAN) d 2 45 CONT. INSTALL LINING 2 #5 BENT BARS W/ MATERIALS PER - :y y MIN. 25" LAP SPLICE FBGR P2709:2 MUDDED FLR. d6" 'v■ - - SLOPED TO DRAIN #5 CONT. MIN. FM14 I SECTION @ RECESS SHOWER 1/2"=r-o" FM18 TYP. STEP FTG. DETAIL 1/2 =1-0,• ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORj #5 CONT REINF. SEE PLAN. BY COLD BENDING THE BAR SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" CORNER BAR ONE 'N FOR EA. HORIZ. REBAR, TYP. U.N.O. a00 —(2) #5 REBAR 1V A/C CHASE 4" PVC SLEEVE REVIEVIffi0fORO" THRU FOOTINGOODE Crg11�I�LIANCE FM19 TYP. CORNER BAR DETAIL 1-i/z"=1'-0• FM23 TYP. FND WNargjIIPOUNT/2"-11_0 STEMWALL SCHEDULE v STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'.0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61B" >2'-0",3'4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 121, 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4'-0" - 5'-4" 16" 1.6. 48" 48" & #5 @ 18" O.C. TRANSV. 1162# 2'B" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL N(1TFR• SEE CHART ABV. -MAX. F.C. SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED T EA. VERTICAL REINF. BAR-� #4 TURN BAR 0 STEM WALLS GREATER THAN 4',0' (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. a PIN GRADE-8" MIN. ' TO TOP OF STRIP FTG. COMPACTED CLEAN FI IN MAX 12" LIFTS i STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3. SHOWN) COVER d FMASW I STEM WALL SCHEDULE F 1. 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 ERT. F.C. ABV. FDN. #4TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0' INTO SLAB/ STEM EE 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 ISTAKING PLACE iC. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" y O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" n • TALL (TYPICAL ALL CORNERS) c. 6.IF STEMWALL IS WITH IN 5'4. OF POOL OR WATER FEATURE FOUNDATIONS •m ° 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) BELOW THE FINISHED. GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS QPgIO TOR., 5 GENGF' w.; (4O 87864. , gt OF :90�• Q 41,01 `S , Ft+i P� FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: Iu c � LO WO m / iO m o � Z c�I J N ® 11/^.y1 ZD MJ J W rJd U) LO ® Model Name / Number: 2000 ®Plan Issue Date: Tuesday, March 16, 2021 0 KA PROJECT NUMBER: 21-1768 Sheet: 3 w Of: SCHEDULES & DETAILS I LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,004 x 3 6012 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A" = 00 x 24,562) = 9,825 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL 4 `� 2x6 WALL (FLOOR TO CEILING) 2'-8" USE 2 RED HEADS TO ANCHOR WALL FM214.1 ALTERNATIVE PROTECTION BARRIER N.T.S. BIBB PROVIDE DISCONNECT AND GFI/WP OUTLET PER -CODE COMP. FOR A/C COMP. GFl INSTALL FAN ❑ BOX PREWIR� T FOR D/NI FI ' 1 GFl �11 II II , I•.22O; O 0 FOR HOODz go GFI , I GFI; _I I I I ' GFl �- I — GFIdt I , I ® / CM I i , FI a INSTALL FANS - BOX PREWIRE 4 , O ' WFCHIMES limp 4220 W..H.22020GFIp i GFI II W 1 "i 11 �- 1 ---JI , ATi C EIMTR ICf ', IF REP'DBY CjiDE ✓' % / GFI- — - GFI GFI ® 42" FOR GE FOR GARAGE DOOR OPE ER DOOR OPENER , I I I , I I I I ' I I I I GFI i @ 42" I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I PINSTALL FAN i /BOX PREWIRE I WP GFI I WP GFI INSTALL FAN LJ BOX PREWIRE INSTALL FAN )BOX PREWIRE M m� IV \ ��INSTALL FAN BOX PREWIRE ELECTRICAL PLAN SCALE: 1/4" = 11-0W ELEVATION IIB'I ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 4W AFT BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALLTRIM 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 FED R314.1. AND LISTED IN ACCORDANCE WITH UL217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT. INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 1-0. 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 1S NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH. R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A. WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT $4 FOUR-WAY SWITCH `/ V $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE c CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET v GROUND FAULT INTERRUPT 11) '2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET 0— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET I_= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX ❑ WP WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT FOR I C 0 S C PL���� C L.E.D. DISC LIGHT ® ' PUSH BU COUNT` OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITHELECTRICALCONTRACTOR 200 AMP SERVICE 200 -- 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #BTOHVAC�� Co BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. e W CID i W Pg m 8,Z w a g u p d W y 'EP 13Z= A 0 ism Imo IME s E 0 c J rn o ;` wvnv.wsaacom ❑ ❑ ❑ 0 z o o — — Z N Z y a 's d t// LDuI Z N Ln 0 M N y Mg 4--' W O p —a o w M mn c!T c d vi 3 m t- L1 H =� V °° oo UMW DAMS HOMRS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT SI-. LUCIE Job Information: Q)L0 c W N d LO c n m m o ai 04 c1 i -j _J 11J m LO LL Model Name / Number: 2000 Plan issue Date: Tuesday, March 16, 2021 KA PROJECT NUMBER: 21-1768 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION r . nnn . +a�__,e �, �•,ra.ln.. r.a= .I a.izl orovle5 .. �tn��u=Pd� TOI C IX 3LOCK LEFT ELEVATION SCALE: 1/4"=1'-0" 48" OFF RIDGE VENT 48" OFF RIDGE VENT TOP OF BLOCK TOP OF WINDOW ■ � LITE TEXTURED DECORATIVE GO CEMENTITIOUS COATINGED °p --- FIN. FLR — -- - -_ - 25 SH 25 SH INI i DOOR STYLE MAY VARY CEMENTITIOUS COATING REFER TO SPECIFICATIONS REAR ELEVAT 0 SCALE:1/4"=1'-0" TOP OF BLOCK 3'x7' 16 PANEL OVERHEAD DR. If S.F. of Area to be vented (SF 3003 s.f. Total needed for exhaustfo7V "T3.' 721 netsq inches Total needed for intake (soFfitarea, 16t4er)721 net sq inches �d. Number of Off Ridge Vents fortapper 1/3 needed 5 LF. of Ridge Vent needed (can be used in combo with 40 Lineal Feet of.Soffit needed to meet required 132 Lineal Feet of Soffit orovided Hv Dlari 219 TOPOFE FIN. FLR. RIGHT ELEVATION SCALE: 1/4"=1'-0" 12 6 16'x7' 32 PANEL SMOOTH RAISED OVERHEAD DR. CEMENTITIOUSBANDS w/ 2'-0" RETURNS 0 E 0 PL"t O I I 4 CIE COI;. ti BOO(' I I � 3" DECO. STUCCO BRACKET ♦ . I ♦ I I SCALE: 1/2"- —1'-O ...... _ FILE C ----_----- BRIG. 0ENTRY _ SMOOTH RAISED C/ 2'-0" RETURNS BANDS w/ 2'-0" RETURNS TRANS.ABOVE CEMENTITIOUS COATING r-KUiN i SCALE:1/4"=1'-0" DECORATIVE SHUTTERS TYP. x,P�,i111P11 q*�t m L TO p :of,: �G ►v.� No aTg64 .* i d P O� gffl® r 'S W 0 � gg„ C1103 FAOyez° w rtt bM 'p €Ipm� was . r�� : Rep]:E oo1Z � ¢ .®ILa8 N o a S W k WWW,FDSENG.COM ❑ ❑ ❑ z � LO Z d _ LO Z ry rt3 �n1 "'♦ w d o c C. w ci3$ i° 0 1 C 0 0Al V � /M Q N ODO iW DAMS OMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 71 Job Information: — 0 LO z _LO w s o cA M > o Gi (D 0 J W m o J m (n v Model Name / Number: 2000 VI Planlssue Date: Tuesday, March 16, 2021 KA PROJECTNUM13ER: 21-1768 Sheet: 5 Of, ELEVATIONS - B SEE DE G.C. TO PR( BLOCKING" W/ APA RE( FOR SPAN F 7/16"OSB SEE"HIP/R BLOCKING" * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 1S/sr IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRE AT HIP CTIONS 20'-0" MAX 20'-0" MAX '. TB03 Q a III EQ. 4 4 a Q `f Q W p m C Is IF Q V O V EQ.. "X" DETAIL BRACE TBO1 SEE CONTINUOUS BRACING 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TBG4- - - )VIDE O COMPLY :OMENDATIONSRATING OF DGE DETAIL - _ - O Q O e-1 X � _ BOTTOM CHORD GABLE END BRACING @ LOP CHORD 2X4 #2 SYP 4--0" O.C. MAX. FOR FIRST(4)BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) 'IT" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 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. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET). (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e E3rAIR HIP 37.02 51.06 .51.06 -51.06 10 GABLE 37.00 -37.00 .58.99 -58.99 -58.99 .76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE 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 IN FIELD ZONE 3, 3e, 3D ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING SHINGLE: 1132"EXP. 1 (9B2o) O O TILE:. '32" EXP. 1 ('20) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3e x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1232", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz x 0.131') NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS * 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER DEG, RAFTER W/ BLOCKING @ 16" O.G. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING GABLE ROOF > PO TO 45 DEG. @ 1 SO O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12J-[12:12) W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY; ATTACH PER 14AIUNG SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD MOOR BLOCKING ATALL EDGES. AMINIMUM 2R' SPACE IS RECOMMENDED BETWEEN PANELSAT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SNALL NOT PENETRATE SURFACE MORE THAN Is", O NAIL AT BASE 2 ROWS @41101 w]Bel COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4"O.C, w/Bd COMMON NAIL. ©. NAIL OPENING PERIMETER w/ (2) ROWS @ 4" 0•C. WI Od COMMON NAIL. @ NAIL INTERIOR AT 0"O.C. w/8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS 8 NAIL @4"D.C. W/ SO COMMON NAIL. O PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER wl 81 COMMON NAILS @ 4" D.C. (2) ROWS @ TOP B, BOTT. @. (2) Od NAILS 0T O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF (TABLE END. 16137 ORB EXPOSURE SHEATHIN( PROVIDE BLOC AS REWIRED SECTION X-X IF FULL HEIGHT S NOTE: Rd NAILS FORWALL SHEATHING MUST eE MIN .131'X 211r. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN' a' (21-2xTOP PLATE BEYOND 1MT OSB EXPOSURE i A_ SHEATHING ll II II II II II 1 III II II II I III SOLID2x BLOCKING @ALL SHEATHING Now EDGES y III III III III III C II II II 16 III I I I I I i LIT II II II 1 III II II LIT II D II 1 (SEE SECTION X-X) p f, N III III OPENING III II 11 It I II IL--- II - 1 _-I LILIII aO"-III III III Ail x 11 II 1 III Ol III III 1111 111 (III II Ii 11 II I NI I II II I II I 11 II II II I II Ii II I 11 H II I it I' 11 II I I II 11 11 I � 2x STUDS BEYOND. wo LU SEE PLAN m Of O Y -rr---- - I I I 11 1 1 1 U I I I t II I II II (III I I I ll I II 11 L111 IIII III LI II (III I I I IL (III - II 11 II I II II II I y- ( I I I I I 11 I YL LL 1 II I 11 II' I I I LL Jl- L !1 ALLSHEATHING I I A 2X RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/4" SINGLE NAIL EDGE SPACING 's'=w SPACIN 12" DOUBLE NAIL EDGE SPACING mlwt I7w$� s cM 2x4 P.T. BASE PIATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 V2 SPF TURNED VERTICAL W/7118" FLITCH PLATE TO W/(2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS Od NAILS 0 3.O.C. SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTONSCHEOULE FOR: ARAM, FO.-t6SO I.R. SCF 1R.ACNPL CONNECTOR WIIR i0.1AS510 REAPING POINT- UPLIFT CONNECTOR ID OSSRENRATINT FASIFNERS NO16 . OU15-A065f1CICCIV-CS V, .A. ES, E),E]V GO35 GOSS, HS, M, E7V L/R -11m#0, less HUA16/PER TRUSS MFG at. (91 tOtlx Lin" J."d TOP 1. C1C,CSP C5CE7P,H2,H7P L/R -059 NG, 1e5¢ HIOA/PEP?RU55 MEG IOw 9 led X I In" TRUSS (s)sCd x t-t/S" A07- FEE, SEE, SOS, D01, UO2 L/R -"Ie, A 0, less HETA16/NETA16 1830p/1810p 19/ edA I -an 601A CGNM ERG, -190.Ne, less 1Ss A.S@<OL SEE DETN L GE01/S4 Al L/P -111s 1., Al (1) IT . R / (2) . . S 2365N/1ESE. 1011DOx t-In IO)1.d A 1112" 003 t)P 5339po,las S MGT/(2)NOR 3965N/9450N 122116E 36)SCREW,'SOS SCREWS ll ,/.,I 5-SEP1.0.11 () n ,5-PRNHOBOtR®fA mz L/P. -smno: leas Hs TA/HIOA toaoa/loabx 11S)1Wx Ian' 1.)1.3.I In• wi IT 1934I Pr 1%s (2)FICA/(2)HIOA 2C.P/GORES ISE)1Ddxt'1/2" 36j 1Edxl In CI FEE L/P 137p0, less PER TRUSS MFG TRUSS MANUFACTURER PRORWIODATE OF WYOUT DATE OF TRUSS CDT SHEER'. L-'LEFTR RIGHT&M MIDDLE BEARINGS BEARING IOfATONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS AU-CONNOGRI ME L ORSON PRODUCTS SCALE:1/4"=1'-O" SIMPSON- CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK. TYPE CONNECTOR & FASTENERS SPIF BYP CONNECTOR& FASTENERS SPP SYP OFRAMETO A HETA16w/(9)10dx112"OR 1810 HTA18 w/n0iload /2"OR 1585 1870 MASONRY HETA20 w/(B)tOdx11/2" HTA20 w/10)1 Od x 1i/2" O FRAME AMETO H2.5Aw1N0)8ANAILS 535 885 RT7Aw1(10)8d NAILS 515 585 RAME O FRAME TO HiOAwAI8)lOdx11/T. 1015 Igo RT16Aw/(17)10dx112' 695 1020 FRAME HI04-2wA1811Od%I 1/2-AT2PLYTRU38E8 930 11 RT16.2w1(16)1Odx4 tTAT2PLYTRUSSES 930 1080 D FRAMEE 1/2'(AT EXTERIOR B60 ggp EXTERIOR MOCATIO(MCLUD t006 1195 FRAME LOCATION LOCATION INCLUDE (9)12tl TOENAI (3)12<11 LOCATION INCLUDE IS 120 TOENAILS) OFRAME TO MGTW/(22)10d NAILSAND 58" A.T.R. W 12' 8330 5965 MUGT15wA2B)1Od NAILSAND5l3" A.T.R.M 3998 �� MASONRY EMBEDMENTIMSIMPSON"SETTPROXY to"EMBEDMENT YUSIMPSON °SE7"EPDXY F FRAME To HTS20 wA24)10d x 1 111T EXTERIOR 1125 1810 HTW20 w/(24)1Old x t U2"(AT EXTERIOR 1265 1530 FRAME LOCATION (3)12d TOENAILS LOCATION INCLUDE (3)12d TOENAILS F1. FRAME TO 0 HTS20w/(48)tOd x 11/2'(ATEXTERIOR ,0 (2) HMO w/(48)10dx 1112"(ATEXTERIOR FRAME LOCATION INCLUDE(6)12d TOENAILS LOCATION INCLUDE(6)12d TOENAILS (EA) 2570 3080 FRAMETO HGL2w/(16)10d NAILSAND(2)5I8"A.T.R. HUGT2w/(16)lDd NAILS AND (2) WEER A.T.H. © w112'EMBEDMENIWSIMPSON"SET- 10890 WI 12'EMBEDMENT w/SIMPSON'SET' 7020 9790 MASONRY EPDXY (HGT-3 FOR XPLY) EPDXY (HU TI FOR 3-MY) OFRAMETO FOTR w/(18) IW x W SOS WOOD SCREWS 3480 4725 RFUS W/ (12) W93 WOOD SCREWS AND 7100 MASONRY AND (2)l2'x 5"MEN HD ANCHOR BOLTS (4) 3I4" x W WEDGE-BOLi (1)LGT2w/(16) 161 SINKERS Ji FRAMETO &(7)114"x2.1M"TREN2 1750 2030 MASONRY 8EENOTENBBEL FRAMETO (2) LGT2 w/(32)10d SINKERS & (14) (2) LUGT2 w1(32) 161 SINKERS & (10) J2 MASONRY/ IIRI21/4' 111 I2 PLYTRUSSI 9500-M 4080.M 1/4"x3- WEDGEAOLT(2 PLY TRUSS) 3100.M 3100-N 3100-F FRAME OR(28) l6d SINKERS FOR FRAME IEA) 3500-F 377DF OR(32) 16d SINKERS. FOR FRAME (EA) 3600-F ®FRAMETO MASONRY( (2) LOTS wl p411A1' A S" SOS SCREWS &(8) 3BI Be TITEN(2 PLY TRUSS) 4730-M 6670-M (2) LUGT3 W(24) 1 W x 212" WS25 SCREWS&(4)3/8'x5'We(2PLYTRUSS) 6/80-M 7060-N 5010.E 89B0.F 64B0-F 7710E FRAME OR(52) 1 Ed SINKERS FOR FRAME (EA) OR (W 1 Ed SINKERS FOR FRAME(EA) O . BEAM TO HU410 OPT HUC410 w1(18) I6d 8 (10) 10d 082680 HD410 OPT ID4101F w1(20)16d & (I Of 10d G830M SEAM NAILS U01895 NAILS Uk195K © BEAM TO HW10 OPT HUC41O w/(18)TRENr1220 GWOO MOOD OPT HD7101F w/(20)WXT G83361 .MASONRY 1/4" t2.3W A(10) laid NAILS 1181800 WEDGE-BOLT&(10)10d NAILS Ux800 TO HU4GOPTNUC0w/(G)1Od NAILS& NAMOM Hb160PTHW6w/(&)laid NALLS& Gp1625 GCAt: ©SEAM MASONRYI (12)1Wx23)4"TITEN(TO fill U01135 (12)1/4'x 23M"TAPCONS(TO MAS.) U81030 U8850 FRAME OR (12)16d & (0) lad (FOR PRIME) %YP-M OR (12) ietl & (6)101 (FOR FRAME) Sw,w4 SYP-M (1) HETA160PT(2) HETA2D 1020 (2) HTA16 OFT(2) HTA20 1870 ® MASONRYFRAMETO 1-PLYw/(1O)1Odx 111TOR. l985 1- PLYw/LY IDdx1112"ORMASONRY 2430HTSM16 2-PLVwl(12)t6d 2-PLY/(12) 18d Sit(8)IOd NAIS A D(4)114.41/9 1110 HTWMIG wI 011 NNAAWED"IILLBAND (4)1/4'k13'4- 1145 1225 TO O MASONRYFIRAMS MASONRY OR OR HTSM20 wl(10)l Od NAILS AND (4) lAteW 1M' 955 1110 KTWM20 W If O)t Od NAILS AND (4) 1/41XI 39' TAPCONS WEDGE -BOLT 1145 1225 OFRAMETO H1 G4W(8) 8d xi 12' NAILS AND (2)&B"ad" 780 910 MASONRY TITAN HD DTT2Z w/(8) IW tO i2"SDB WOOD DTB-TZ.1(8)1/4"x112"W815WOOD O FRAMETO SCREWS AND 1) 11T 9 A.T.R. EPDXIED 1835 2145 SCREWS AND (1) 1 IT a A.T.R. EPDXIED w/ 1510 1835 MASONRY SIMPSON "SET (SEE NOTE #4) SIMPSON'8ET' (SEE NOTE IN) HTTS Was) 16d 4 VT NAILS AND (1) 5'8-0 HTT45 wl(26) 16d x212 NAIL (i) ® FRAMETO MASONRY 0.T.R.EPDXIEDw/SIMPSON-SET" 4375 5090 "W8"B 0.T.R. EPDXIED w/SIMPSON-SET - 5005 (SEE NOTE A4 BELOWI (BEE NOTE 44. BELOWj FRAME TO HTT4w/(18) 16d t2112'NAILS AND (I) 518' G HT745 w/(19) 16d x212' NAILS AND (1) Q MASONRY ATe. EPDXIED W SIMPSON"SEr 3540 4235 5S'0 A.T.R. EPDXIED WSIMPSON"SET - 4160 (SEE NOTE A4 BEJAWI (SEE NOTE 14 BELOW) FRAME TO H10S wl (24)10d xi 12 NAILS 785 010 LUOTt w/ (23) 84 z1 12' NAILS 875 1045 FRAME OFRAMETO HMSKT w/(4) llexl 1IT SOS WOOD 760 760 ITT16M wl (9) IOd x 11 W NAILS & . t385 1395 MASONRY SCREW$&(51l4"x2114"TAPCON8 (4)1/4'x 139"TAPCON$ VGTw/(1�1/4'x3"SOSWOOD SCREWS& OFRAMETO MASONRY (1) WE A.T.R. EPDXIED wI SIMPSON-SET' 3555 4WD W IT MIN. EMBEDMENT TO (2)VGT w/(32)1/4"x3-SDS WOOD SCREWS OFRAME W MASONRY &(2) WE AT.R. EPDXIED w/SIMPSON 5170 7185 "SET-W ITMIN.EMSEDMENT VOT w/(10)114-W SOS WOOD SCREWS $ /1 FRAMETO HDU4.SDS2.5 w/(10)191-411TBIDS WOOD 3285 g665 MUOT15 w/(22) 1Old NAILS 8 HTT45 w/(18) - 4180 V FRAME SCREWS&jl 5WE A.T.R. 10d NAILS 6(1) Sir S A.T.R. OFRAMETO (2) HTT5 w1(54 IWX212" NAILS 4375 IBBC 11)HTT45w/(52)i6d'x21/T NAILS .FRAME (1)5IB"O A.T.R. (SEE NOTE N4) &(1)'WB"B AT.R (SEE NOTE A4) _ 6005 CgNFTi41 (:(INMFMl1R MILTED• 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/ CMS wI(2) 12tl TOENAILS, 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFA9TURER. U.N.00N PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING RIAN FOR CONNECTOR CALL OUT 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #I7)W TO TRUE&VERTICAL WEB wi(2) ROWS OF laid NAILS 3" O.C. STAGGERED. S. 12' MIN• All EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD W 4'-0" 2x SYP #2(MATCH CHORD LUMBER ME) w/(@)ROWS Raid@4"FROM END &4'O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. AO MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTIONFOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/ LINTELS(IOF WAILS LINO ON PLAN 2. CONNECTION AT 24"OR S2.O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FBI2/83.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (COMER JACK) TO MASONRY WALLSIICFWALLSIUNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3r O.0 MAX. w/(2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT MTJI (IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS w/ (2)12d TONAILS O MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOODWALL OR BEAM © MINIMAL CONNECTOR UNOON FRAMING PLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSHI SCHEDULE THIS SHT. FOR SHT% & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2 O" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16 OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALLPANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 IF ROOF TRUSS LAYOUT SHOWSNOTEDTO IS LAYOUT HAS FRAMER EEN 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 BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL 2x4 P•T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL @ 12' O.C. FILE COP u METAL DRIP EDGE + 2 X SUB -FASCIA `Toy �, ©G.C. SHAU_ VERIFY SOFRT MATERIAL CAPACITY/ TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0 �TO(�F�"� e� S: Tg`5 U. . NG AIR * it C SAP �oP'e 0� RL OR, �? - FS I O 1 P� �r�e ��44 oil �m a ' 'e pl .N OD I` 8 W lu s 00 00 Wi g? Qg NgaJ a*4E RT Aw LL LL le Y! 01,9 Ps tl a m 0 Ps as t F- °' S 6 W tP2 S . ¢ m m Q 2e � B,N W m To F°-L '� WWW.PDSENG.CCM z z o O 70 ZCo Q a Co. LO Z N 1j(n mIV O w 2 C % C/') cml JK U -N E F W Q �ouDD 4I�'. FLORIDA CONTRACTORS LICENSE NO. CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 airr PORT ST. LUCIE 1VJab Information: C � � uj O 01 To N 1 O 3 O� J 0 O N 1- � U N d .�' ®J W = M o ® Model Name / Number: 2000 TPlan Issue Date: Tuesday, March 16, 2021 ® KA PROJECT NUMBER: 21-1768 Sheet: 6 Of: TRUSS LAYOUT MS03 E BEAM W/3000P.S.1 W/1 #5 REBAR CONT •-8 MPSON SP4 W/(6) - 1GO X 11/2 SP8 OR SP8 FOR 2xG AND 2x8 WALLS DOUBLE 2X TOP PLATE. STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 I P.S.I. CONC, I #5 REBAR VERT, BEARING WALL SHEARWALL T FRAME WALL .M.U. #2 SYP/SPF P.T. W/ /2" X 8' "J" BOLTS OR /2' X6 EXPANSIONHORS OR (6) S" X 1/4" ONS OR 7/8" HILTI TIX-DNIS �-- 2x BASE PLATE SEE PLAN FOR MORE INFO #5 REINF. 20" MIN. LAP BAR q 43 OR#4 REINFORCING BAR #P A, #4 1 AP SPLICE 25" MI N. LAP gaga PC #5 STD. 90° HOOK NSINFORCING BAR #5 1 AP API ICIF SCALE!1"-1'-0" " MIN, #$ REINFORCING BAR +' GRADE 44 U.N.O. ITS I AP SP IC N.T.S. I RM85I 12" LINTEL DETAIL MS05 I REBAR SPLICE DETAIL - GRADE 40 1 N-T.S. I ATTACHMENT RE UIREMENTS SIZE I TAPCONS SPACING # ROWS L2. 4 1/4" X 2A:" 12" O.C. 1 2 x 6 1/4" X 23!4" 12' O.C. 2 2 x 8 1/4" x 2A4" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST w :LINTEL : (2) 2X P.T. > BUCKS W/ ; 1/2" O.S.B. BETWEEN : FASTEN PT 2 : NAILER TO MASONRY : i IF DOUBLE 2X NAILER 15 USED, USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL ORM & GROUT SOLID BAR CONT. LINTEL 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 A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3" P.S.I. GROUT ONE #5 (4 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDARON PLANUTOP-OFSLAB- LAP 25" (ACI 530) FOR MORE INFO N.TS.MIN. I MS021 TYPICAL SHEAR WALL SECTION N.T.S. 3/4" = 1'-0' 0 0 U O O LINTEL PLAN ELEVATION "B" GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. a LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE UNITEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F= FILLED WRH GROUT/U- UNFILLED FEW AT TOP MR. (SJR Q'0 R-RECESSED 1-1/2 rrQTY. OF 05 CLEAR 0 BOT NtTY �FEM OF LIN E OFLOAMITV Z 0M TOP KNOCK OUT LINTEL BLOCK c COURSE 8F16-113/1T k o 1 1 1WANTIIV GROUT `NOMINAL) OF WIDTH %S REBAR AT sell! SM AT TOP BOTTOM OF LINTEL CAVITY NOMINAL IEKTF a BOTTOM REINFORCING 7S °ACTUAL PROVIDED IN UNTEL (VARIES) TYPF F)FRIGNATION B" NOMINAL WIORI GFNFRAL CONCRETE LINTFI. MATFRIAI A Q'FNPPAI INSTALI ATON.N(YTFS 1. fc precast lintels=MOD ps1. 1 Preside Nil Shelter new and W johis. 2. Tc prestressed lhae18=6000 psi. 2. snore two pools AS requlned. 3. groutetl per ASTM C478 Pg= 3M0 psi w/ 3. Ind di Ron of lintel must comply Wth the arohitacturel end/or stivoWns drseinge. 4. mmdmnm 3/8' aggregate antl 8" to 11' slump. 4. 0-Untels dre mrnufectured with S3/2" long notches at the ends to ecmmmodate 5. Concrete masonry units (CMU)per ASTM C90 w/ squeal cell NhttomArg and Adding. mlNmdm net arcs compressive strength=2"PSI . 5. All IIMelsmeetorexcaed LA360 wrUcel dellaction, erupt lintels 17'4"and 8. Peusr per A5lAt A616 Grade BD. ongerwith a heminal height of B" moat or wceetl L/150. I606om PresVesSing stwo per ASTM A416 grade 6. nald word robe to be bceted at the hottan of theIntel cavity. 7. 270 Iew rohaxotlon. 7. 7/32" dlematar wire stimos we welded to the bottom ateal for meohaniced anchorage. 7/32 wire per ASTM ASID. R. Cestlrrplece concrete may us Provided In comp slea [Mel In Ileu of concrete S. Mortar per ASTM 0270 type M a S. meed-W unlR 9. Safe load ratings based on rational dessiP aneiysla per AC1318 and ACI 530 10. Florida ProgtNt APWoval No. IWA 11. The axtetlot augeoe of Ihows installed In exterior concrem masonry well4 well have r meting of I lucco applletl In ...M. with ASTM C926 or other amosed meing. 12 Maga4 y Igre uNINI and hoiftrr- (Mle,eQ me s, local 'oatls abou4 be chadved iormmtlro batlingwt�Ae fdrowmg equetlen: owe cheol oclfor ths, APpll.deenioabatl Applied helmntal batl <LO Sete verUcel lord Sete hcvlmMal low WOO Y .0", O BRF6-0B/1T SF8-0B/1T 0 0 0 0 8RF141B/1T 8F18QB/1T '0= ' 8F20.1B/1T 8RF22-1B/IT BF24•IB/1T °. O O 8F2818/1T t):.0 O 0 81`32 18/ITED REVIEWED FOR CODE COMPLIlANCE.- ST. LUCIE COUNTY BOCC PRECAST "U" LINTEL W/ 3000PS1 CONGROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE/WITH TOP OF WALL UNTIL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R e" STD. 90 HOOK ANCHORS ij 0. {�Orc (TYP.) D D D'r STD. 90 DEGREE —,&, REBAR ON BOTH SIDES ANGLE 3000 P.&I. Df OPENING U.N.O. CONC. W/1 05 DIA. REBAR TIDE KNOCKOUT X FOR FIRST PLETE CMU COURSE W SILL & FILL SOUND 1) #S BAR FOR ALL IOW OPENINOS 6'-0" LARGE B"XB"X18' TYP. BOND BEAM S"x8"x16"KIO. LINTEL BLOCK FILL W/3000 P,S.I. CONC, W/1 #5 CIA REBAR INDICATES FILLED CELL FROM FIB. TO BEAM WITH 1 #5 BAR MIN. DOWEL 25" LAP (ACI 530) N FQ� o � 0 W " q� /4$rlj N xE P S D.-A LL W CC.B�mC W5I�ps W a Wa'maOIL m? a��LL.� a w w y I2' CI�W�s� 30 u�u �'re`�O ~ t1 G.R, p" INm°°rema ¢ O a'L-GS'�yy g�g ILa `V g E A B Q C ¢ 0) O E 8Sa Z s ■ U B OW 0 www.FDSFAc.GDM ❑ ❑ ❑ �! UI z o a' — z 0 C4 z� a air Z N CO It 41- _ W I 'O 0' Y O 11 �Ns LnLn .. h � O wNE c p U {{{y N ps a'C'40m elm A DAMS HO SS on FLORIDA CONTRACTORS LICENSE NO, CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: W C e•I O U) M 2 N ei 1 4) Z U W Q —Mj W � M o W '^ '^ LO li Model Name / Number: V / 2000 Plan Issue Date: Tuesday, March 16, 2021 KA PROJECT NUMBER: 21-1768 Sheet: � L LINTEL PLAN 0 2x6 #2 SYP P.T. W/ (2) WxS' 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" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o ~ L SECTIONAL ® OVERHEAD DOOR P.T. #2 WOOD •.'. SYP 2" X 6" � t a TRIM o `�eTelelriroy�a TO a �, V .. Q P' N s ��� N 2"x6" P.T. WOOD JAMB ��E o J . 898 POOR AND CONNECTION PER SLAB ~ " Nq GARAGE DOOR MANUFACTURER q GARAGE * ; : tL _ U TYP. GARAGE DOOR TRACK MOUNTING DETAIL=-9''• `o:' `'� 0 0D ssio �P��;•��. � , 'lml MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. g� III tpODE cw gg F 0 00 � R�� ygg °'m LL ii LL BLOWN IN R-30INSULATION PER FBC _ aAND O aVal ENERGYFORM SUBMITTED WITH Q W PERMIT APPLICATION PROVIDE BAFFLESm^ O~ BLOWN -IN R-30 INSULATION PER 12 AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR m a ¢ N I} Z u � M ,eLL FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION r SEE PI AN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT� # $a a o. = 0 e 9 Z PROVIDE BAFFLES AT EAVES \ J N SEE PLAN (FOR VENTED ATTICS) \ PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD ROOF SHEATHING- SEE SCHEDULE-�� o r WYM'.FUSEN6.COM ❑ ❑ ❑ FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES 0 24" O.C. [RSH] - ON FRAMING SHT. FOR i SHTG & FASTENERS. z OVER APPOVED UNDERLAYMENT PER FBCR 905. 1.1 OVER APA ��'(� I ' Z o ROOF SHEATHING - SEE SCHEDULE PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR .. ;- TRUSS ANCHOR (SEE PLAN) , " ' - '`--'J` '�`-'�-�`-�`-� SEE PLAN FOR — - — - Z ca " q i I„- TRUSSES @ 24" O.C. SHT'G&FASTENERS, r . I BRG. HT. rn' xf\ 1/2" DRYWALL ' FELT PAPER OR • ° ETAL DRIP EDGE N — uI TRUSS ANCHOR (SEE PLAN) (TRUSS PLATE ro 13 TO BE INSTALLED ON OUTSIDE ' ''J 2X SUSFASCIA ,3/4„ P.T. NAILER t L/I 0 FACE - A ,../l_... 1� _ _ _ _ _ _ _ ,..A.h • •R SOFFIT. SEE ARCH. w 1/2" DRYWALL PLANS .0 ' f-METAL DRIP EDGE CURTAIN NAILER hi B x 8 x 16 K.O.K,O. v—W 1/2" DRYWALL 2X SUBFASCIA '.1 x 4 P,T. @WINDOWS � LINTEL BLOCK 1 x 8 P.T. @ S.G.D. REBAR�d 0'H. (1) & w g 3' N = c CONNECT ALL 2x STUD C „ / I CONCRETE TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. SEE ELEV. " - U N E ... is �• 16d TOENAILS PLANS PRECAST "U" LINTEL SEE SCHEDULE " .5G N 1/2" DRYWALL _ .SEE PLAN FOR HEADER SIZE y N = 0 r, V w j q cj 6 SON,EVIEWED 15/32" OSBEXPOSURE i ON O.H.0HEXT, WALL W/ ALL EDGES BLOCKED �•a p� ® g 0 :a. _ CODE C O PLI 4 DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE FOR NAIL ATTACHMENT. BELOW THE HEADER W/ SEE ELEV. SEE (OPTB13ION) STAPLE: r 4 ST" ® UCIE CO ., �" V A� i.A PADDED LY ATTACHED W/ (2) ROWS 6d STAPLE @ OIEDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON A FILL CELL -(1) #5 DIA. L..LJ FLORIDA CONTRACTORS LICENSE N0. CRC1330148 NAILS AT 8' O.C. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI BOC 3000 GULFBREEZE PARKWAY CONC. ALL LOCATIONS „ SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN u & FLOOR PLANS - DIVISION LOCATION; (G.C. TO VERIFY W/ FLOOR PLAN DT. LUCI LOCATION OF OPENINGS IN r EXTERIOR WOOD WALLS. IF NO ♦ Jobinformation: o( OPENINGSARE INDICATED, FULL �' STUDS I NOTE: 44" MAX. SILL MGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL „ W/ SCREEN. CEMENTITIOUS DECORATIVE PER SPECS A PRECAST CONIC SILL FINISH 7/8" THICK PER ASTM " C-926-98A PAPER BACKED FOIL R-4.1 N INSULATION AT CMU BLOCK WALL N i 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM 'J EXTERIOR FINISH - FILE COPY MORE INFORMATION). SEE TB13 1/2" DRYWALL SUBMITTED WITH PERMIT (SEE ELEVATIONS) N ON SHEET 6 APPLICATION o C01 FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALLSHEATHING. FTG.. DOWEL #5 DIA. REBAR i x 2 P.T FURRING 17" IN CONCRETE - W d' M WOOD FRAME WALL PER FBC P.T. 2x #2 SYP. BASE PLATE 1 x 4 P.T. EXTEND {ACI 530) ABOVE ABOVE BASE NAILER > c AND ENERGY FORM SUBMITTED w/ i/2 x 8 A.B. (OR 1/2" x 8" TITEN SLAB. ALL LOCATIONS SHOWN N WITH PERMIT APPLICATION HD) W/2" WASHER AT 32" O.C. I WOOD BASE ON FOUNDATION PLAN / yFL MIN, 6" FROM END -SEE W507 WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR o _j U ®_J W m o SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB r SLABINFORMATION : ; • TOP OF SLAB ,^Ln w J m U) v J - _ _ - _ _ _ '. v' iF••i!—t-iF M M .•� T k k +�—T k--s—..M.�.a. *°.• ♦ Model Name /Number; •.; 0e GRADE .GRADE 2000 'SEE PLAnFOR ;� ♦ Issue Date: PlanTuesday, CO PACTED ,1 ,T�{E BAR QUANTITIES F LL •. • -. March 16, 2021 . SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION VI KA PROJECT NUMBER: FOR FTG REQUIREMENTS PLAN 21-1768 Sheet: 0Mi WS01 TYPICAL WALL SECTION - 81, CMU 3/a"=1•-0" WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=r-a° TYPICAL FRAMING DETAILS m �• 1,A„ 1� Q Q Q (2) 2.4 LAMINATIONS W/(I.) (3) 2. 4 LAMINATIONS W/ (2) (3) 2.6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED16d ROWS OF STAGGERED16d COMMON WIRE NAILS (D = 0.148", Ir 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D" 0.1021, U 3-1/2") OR EQUAL (D = 0.162". L-3-1/2-) OR EQUAL NOTES; 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE 1/4"DW.. 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION.15.3 FOR THE THICKNESS OF THE LAST IAMINATKIN. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.rs. FOR OVERHANGS GREATER THAN • ' :' FILL 1ST. 4 COURSES 11/2- CONTACT FOR FOR �N-; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG •Y- iOJ�i�'• �✓ FOR OVERHANGS BETWEEN 5/8- TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. PROVIDE 2x4 ONTO OF 2x8 TO BLOCK OUT ROWS 12d 0 TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 4g"M /H 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA'. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR 0 EA. STUD TO PER PLAN TOP PLATE WZ 8d 21 2" x 0.131 NAILS - (SIM. w/ 2x6 NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT W/ UBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE W/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL ® 3" O.C. SIMPSON PSPN516Z W/ (12)16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS - * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTH$ MUST BE AT 'OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF "12d NAILS @ 3" O.C. BOTTOM SPUCE OVER STUD LEAST 8'-0" LONG.. TYPICAL NF17 TOP PLATE SPLICE DETAIL 3/4"=1' 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. IF ONLY (1pKING 7 16" O.S.B.VERIFY HEADER ELEVATION (1) JACK USED AT SIDE EACH SIDE OF 2 I-WIS. OPENING G.C. TO O.S.B. INSTALL (3) TITEN HD. W/ 2 8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6. WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 (2 1 >4' BUT <9' (2) (3) (2) 1 (2) 1 '- "- IV (3)4 CONNECTOR REQUIRED 16d SEE PLAN P4 AT COMN`ON FOR WLL 2x SI PSONSP26"O.D. 2()HGT. TOP AND 4" O.C. NAILS TYP W/ ND BSP2 TYP. — �( BOTTOM CMU- ar © r I""// " I TO SIDE & TOP NA ! 01 2x W/ (2) 16d TOENAILS EACH END TYP. 2x4 SPF CONTINUOUS ! • • •"• :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE FOR R • SQUARE• BOX • EACH • WINDOW OR DOOR OPN'G CMU * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - \ - T opFti� * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 2 X 4 #2 SPF KNEEWALL WITH — STUDS @ 16" O.G. W/ STRUCTURAL SHEATHING ON BOTH SIDE FROM TOP OF WALL TO BOTTOM OF BEAM, ATTACH ED PER NAILING SCHEDULE. SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE i ' R-13 INSULATION AT EXTERIOR ' WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WREN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SEE PLAN FOR BEAM SIZE i BUILDER FRAME RADIUS AS REQUIRED " u � " u I Y " I I I I 2x BUILD -OUT BEYOND VF38 I KNEEWALL @ ENTRY FRONT WALL N.T.S. REVIEWED CODE CO PLV� '5 ST. L.UCIE COLD BOCC 12 SEE ELEV. (TYP) RE -ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" TOP PLATE r---2"x4" STUDS @ 16" O/C iEE SCHEDULE v�+ • • V G Vop 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3•ROWS 12d NAILS STAGGERED SIMPSON SP2 0 EA. STUD @ 12' 0/C FOR 2 x 10 APA RATED STRUCTURAL SHEATHING OR GREATER HEADER MIN 7/18" FASTENED TO TRUSSES W/ 80 COMMON WIRE NAILS 0 4" O.C. BOUNDARIES 63 O/C EDGES & W DOUBLE 2 x #2 O.C. FIELD S.Y.P. HEADER W/ R-19 INSULATION AT EXTERIOR 1/2" FLITCH PLATE WOOD FRAME WALL PER FBC HEADER. (U.N.O.) AND ENERGY FORM SUBMITTED WITH PERMIT FILLING AND BLOCKING AS (WHEN EXTERIORLICATION WALL S REQUIRED FASTENED TO EXPOSED TO INTERIOR SPACE) HEADER W/(2) ROWS SIMPSON SP1 @ EA. STUD u OF 12d @ 16" C/C UNLESS NOTED OTHERWISE 2"x P.T. PLATE MAIN SPAN ROOF TRUSS 1/2" X 8" "J" BOLT 2 x 4 STUDS TYP. 0 24" O/C MAX 'e UPLIFT CONNECTOR SIMPSON HTT4 W/ (18) 8" x 8" x 16" K.O. ° ° (SEE SCHEDULE) 16d NAILS & A 5/8" BLOCK W/ 1 45 CONT. EXPANSION ANCHOR , W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE CMU WALL STEP DOWN P.T. BOT. PLATE WF42 I KNEEWALL ABOVE MASONRY WALL 1 3/4.=1'-0" w E g W Lo 00 Lole GS pmf4 ro$ aui a m w 2LL d w 2� fig. L103LSa��m� o: LLI CyC YL.� 'S u2.L tON O Oc EFLg m LL ° E6I 0 6 -gI N 0 ��se9 � c3 ur g$ 9� WWW.FDSENG.COM ❑ ❑ ❑ 0 z — o µ Z N a ti n Z N t/1 m vWln� Gov O w g �. T (-A U00 —NE al'N�� amA l A DAMS HOME FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O _ toLO W a 4 N N ei J M Iv O7 0JLL1:D M LO o " JmU)(1) Model Name / Number: 2000 Plan Issue Date: Tuesday, March 16, 2021 KA PROJECT NUMBER: 21-1768 Sheet: Of: MS18 RETROFIT WALL OVERHANG DETAIL I N.T.s. WF39 I TRANSOM DETAIL AT ENTRY 1/2'' = r-o" WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS 2X4 #2 SYP BLK'G 0 16" O.C. W/ MAX 9" UNSUPPORTED _ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2)16D NAILS EA. END. SEE [RSH] 'SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN (MIN. FIRST 4 BAYS) BLK'G 0 16" O.C. OR EQUAL TO 450 - , i - MINIMUM 2"x4" _ 8d NAILS 0 4" O.C. OD X 0.1-31 0 84 O.Q. EA. SIDE) CROSS BRACING ° . •, WALL AND ROOF (SEE PLAN FOR , ��..- SHEATHING SEETBI3 LOCATION) .�-. %A+ - ''�' BLOCKING FOR SPECIFICATIONS — 9x4 cYP BRA - W R 2x4 SYP OR SPF CRASS BRAC GABLES 3'-0" TO 5'-11" TALL. ' THEN 48 0 C. AFTER NA LDw/E 9x6 SYP BRACE FOR 312d @EACH EEND & ® GABLES 6'-0" AND TALLER. CROSSING AT 45° ANGLE. ATTACH L BRACE w/ (NOT REQ'D WHEN GABLE IS 12d NAILS ® 4" O.C. - 4'-1 OR SHORTER) ASTEN (1) SIM ON HGA10 GABLE TRUSS CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROM � TRUSS BAYS ($'-0") NAIILED DIAGONAL BRACE TO SILL PLATE w/ 10d 0 3" O.C. (3) 12d I _ _ w/ 3-12d TO CHORD GAMIN) LOCK/PLATE NAIL ITO TOGABLE PLATE w/ TRUSS PER JOINT f� 16d NAILS T 4" O.C. CONTINUOUS LATERAL BRACING- _/� 1/2"x8" ANCHOR BOLT 2x8 .T. PLATE NAIL OVER X BRACE AS SHOWN ) 2x4 SYP OR SPF BLOCKING — 4 BAYS Al 4g" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS BETWEEN TRUSSES 0 48" KNOCK OUT COURSE X-0RACING 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING TRUSS w/ 3-12d NAILED MASONRY WALL SYP w/ (3) 12d @ EACH .TRUSS WEB NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE TRUSS w/ 2.12d AND 1 OVER FOR ATTACHMENT SIMPSON HIS W/ OVER JACK TRUSSES, SEE TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N'T'S. 10-10dx11/2" NAILS PLAN. FASTEN (i) SIMPSON HGA10 0 48 O.C. w/ 81/4"xl 1/2" SIDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS �e° sT0 TTO r O kACK 4 MIN. BLOCKING AT END TO TOP PLATE BEAM NAIL TOP OF US �� rr E OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM TO GABLE TRUSS 8 2-12d 6`�� PgL Rq r�i AND 11/2"N NAILS a Q ••'ENSE'• RUSSES W/ (2)12D BELOW, SEE PLAN. SOd x 1 1/2" NAILS of �• �G NAILS EACH END roTRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE SyQ g7s6A �• ALTERNATE TO.BLOOKLNO PRE-ENGINEERED VERLAP TRUSS BRACING N.T.S. OF. GE01 GABLE END BRACING �'. P� oP WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP w0�. •"FL R�.•'� TRUCTURAL' PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2rrrrai TOP CHORD WHEN REQ'DNAILTO TOP CHORDTO PREVENT SHEATHING OF HIPPED TRUSS W/ SPAN FROM EXCEEDINGHIP 12d NAILS 0 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d SROOF HEATHING AT 12" O.C. MAX L� PER. JOINT MINIMUM 2"X4" SPF OR o OD SEE * SPACED AT 10'-0" MAX' SYP TRUSS BRACT G m r OD.- (—o W ro PLAN 2X4 BLOCKING Q0 d,-,N Q S a °' W BETWEEN TRUSSES d HIP TRUSS _ m-..g W tly7 b I SECT. A -A Z Sjs g o TBO3 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. "qgq no o r L N✓�WQ•F. d' 0 J ry E t3 J y Bj �? N fV a a 4Q SYp $ N $ ® 66 J lly V 01 PS .; f W a J In WWPJ.R)BENG,,GOM 0011 z o g TRUSS NOTES: Z N a Y J a � 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPL-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND (�} BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT Ir �Jf IN' WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY v M CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT H EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (Oe,CB,B6) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C.. MAXIMUM. I� 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. U © 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CDUNG ARE NOT w g ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.Ln 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. C SEE TYP. TRUSS BLOCKING DETAILS SHEATHING V M N £ .: . !# 3 TO TRUSS. ASSHOWN C 00In QI� TRUSS VERTICAL SCAB 2X6 42 SPF 48" O.C. W/ (4)12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4) 10D REQUIRED ® RAFTERS GREATER THAN 8'-0" SSEE IN SEE RAN OUBLE TOP --------------------- ----------------------- yr REVIEWS O-, DAMS HOMES NAILS CODE ppJg�LhgN `/�@� TRUSS V®DIG COMPLIA. .. S" Ta UDIE COUNT",` FLORIDA CONTRACTORS LICENSE NO. CRC1330146 1 1� 3000 GULFBREEZE PARKWAY LE BOCC GULFBREEZE, FLORIDA 32563 PLATE TOP RATE PRE-ENG.TRUSS SECTION B-B 12x DIVISION LOCATION: STUD WALL SEE PLAN PORT ST. LUCIE CONV_ FRAMED RIDGE ♦ Job Information: MAY BE NAILED W/ MIN. VERTICAL SCAB 2X6 #2 (4)12d WHEN R LANDS SPF 4W O.C. W/ (4)12d NEXT TO PREENS -TRUSS 2x8 BLgNG. NAILED 0 EACH TOP & BOTTOM OR H5 OR SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d REQUIRED w/ (2) MT512'S REEQQUUIRRED 0 RAFTERS GREATER B COLLAR TIEEVERY &d FILE CUP (^J SHEATHIN _- RAFTER w 2X4 BLOCKING BETWEEN CB BEVEL 01 ITS (OPr10N W Z 0 TRUSSES W/ (2) 12d NAILS IP EACH END, CONT. EACH BAY ` Q I=% B TB 2X4 SPF / (2) #TX3.1/2" w 01 DB WOODSCREW EACH TRUSS ALTERNATING OR HS 0 48. O-C. � ++ N O BLOCHING PREENS. TRU55 LLT bD v CONT. ROOF SHEATHING AT TRUSS TOP AT ALL HAND FRAMED AREAS TYP. '.. N 3 3 >r J d) d STRUCTURAL SHEATH ING CHORD �` U N SEE PLAN FOR CONNECTION. O �9 � m o R pL/L�I/•� UO u- J 00 v) v J 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2X8 #25YP RIDGE BEAM ♦ Model Name / Number: TRUSSES W/ (2}12tl NAILS ® AT 9'-0" TRUSS EACH END MAX 2x6 RAFTERS 02'-O-O.C. MAX. W/(3)]2d COMMON WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN CONC. MASONRY 4 FT ®2'-0' O.C. MAX / (3)10D®00 (SEE PLANS FOR TYPE} ♦ Plan Issue Date: STEEL OR WOOD COMMON TOE NAILS RIDGE BEAM 2X4 CONLAT STEEL T & B CHORDBEARINGSUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Tuesday, March 16, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KA PROJECT NUMBER: 21-1768 Sheet: Of: T S' ROOF (FRAMING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS AND BRACING DETAILS n 1.1 0 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 Therrna•Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. * * 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" ( SPA( EVEP I5 6" 6" SINGLE DOOR 3„ SPA EVE is SINGLE DOOR W SIDELITE to„ a„ 3„ 6m, -a 3 3e 3"f e3' III III I �u I 3n 3" n31 3„ 3, 13„ 6 6 6,m 6,m DOUBLE DOOR W/ SIDELITES 1. 6 ;PACE :VENLY 3„ f SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. 1 TOP OF SLAB cr) 00 f� r-IP a °I z I - ° 16" MIN. DIAMETER ° a I CONCRETE FOOTING R�TECTI01� BARRIER DETAIL N.T.S. 1. PACE VENLY R,da" a to use In Y " SEAIANi NAR SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE P o ' a.� fi s °�w?4eP owT 2nd-at \ valley camComne s SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE. (REQUIRED AT ALL LEVEL VALLEY LOCATIONS 2TICAL WALL ENTRY TEXTURED, PAINTED EXEER. WALL FINISH 6' X 6" H GAILY. FLASHING CONT.— PLASTER STOP, ROOF -- SHINGLES 6" X 6^ H GALV. FLASHING CONT. ASPHALT BASED SFAIANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6' ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL FLASHING DETAILS NOTE:. THIS DETAIL IS REQUIRED 16HO' AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ 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 Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS .' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY '= JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2H MrN. EMBEDMENT —4 WOOD SCREW BY OTHERS O.A. WINDOW' HET6HT TES INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R905.2.55 DRIP ONE. PROVIDE DRIP EDGE AT EAVES AND GATES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM OF SIR (700m1. SAVE DRIP ONES SHALL EXTEND Min BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 21n. DRIP ENE AT EAVES SHALL BE PERMITTED TO BE INSTALLED OTHER OVER OR UNDER THE UNDERIA)MENT. IF INSTALLED OVER THE UNDER°AYMEM, THERE SHALL BE A MINIMUM 41n WIDTH OF ROOF CEMENT INSTALLED OVER THE GRIP EWE RANGE. ORIP EWE SHALL BE MEDH ICALLY FASTENER A MAXIMUM OF 121n ON CENTER. WHERE THE Vasa AS DETERMINED IN ACNRANCE WRH SECTION R301.2.1.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT ExCEED3 S3 FEET 1=F'D tom), DRIP EKES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 41NCHES ON ER Installation YnsiruFor All Fixed Windows With Mounting Fin ludcdons Includes all of the following series: 625 / 825 / AZ15 / FL15 / AZ30 ) FL30 / V1500 / V1580 / V300) V380 VT200 VTZBD I 602000 ! GB2080 Prestige 6621 Prestige 882 LHLD Maldmum Fastener. Spacing (3ambe, Head and Sin Wallfreming; #2 5praw/Nrw/Pir or r_8°. .. Wq.� o19amr WII.e — Screw #10 Siren's MlMmun.: Peneir". Gtaafng Bead 1-Ng kkWHaw III Cross Section V lew etterig' dot 1Ad.• vViess,of MNmbm _T ;a •.-•.. silfoone Basin. Shearing Note: We smanglymsammend the use of Assailing and(OrgashGsg tapasandslllpam as stated WASTM E21J2-0E. However, due ro mrlatlon In codes and bul(diftoiy +:It /9 taft up to too end userro determlee the proper/nstaffai ofth'"Ammut n; die wa txa please resd[k tM:svrm to LEAVE TXE BUBBLE ONI otect amaybe namebatk Is eumplee. quebiogsha scram Other protect re Mobs Front semtcr>g and oma Damage untilronsVURlons mnpiete. Step 1 Measure W be sure the opedmg is 31v m lir Sayer than Be V mdGW law bar venlwlly and horironhlb. ' You may wish m pre4nll me mastation holes in the fin at ttb time, Dismasno aloe Pre PamosedhdesM the naunfb rOn, as dayarenotmaps satedy ad wed wim". Step 2 Appty a generous beatl d Mlkare to the becAElde d the mrantllg fit. Use enough 4IImre W swT69ntly fll all wlds tlelwnn die fin and the was assuming. Step 3 Insatthe wndow ins the opeurg from the ouside. The window A labeled'Inslde" end "oWdt?, b,rt Brae Abele have been removed, the 91saing bead should aynlys be 0 The inside OF to building. Step 4 Install shins under the sill, adjusting Gem until the unit is plumb in the posting. Shims should be banded under the sift enry 2 fed. The window should bei baskaly aniseed in Be opening with he RID'! than 1/9V go bebsa;o the winam and wall framingL Stap5 lr5Wl a #lO x l-1 2" screw V fmm Blexwner dtle fin at each end of t e head, ssi and both'ambs, Stern 6 Install the remaining f neenem In 8"increments from the carer screws to *a mW ofea in fianme member. Use care not h arer- doman this saewa arid pull them through the fin. Also, make sure the somas 00 in sitaigm and do hot muse the frame to bow. Wall framing should be a minimum of #2 SprucJPmelnr. Fasteners should be #10 screws of suffidmt lenoth to achieve 1-3/6' Penetration Into fhe wag and to lass than Ilr Ban edge of tram Fastener ues headed In Sun side of frame to ad"'a 8"spad Le dPs Member 10" 18' 26' 34" 4Y so" M. So- 74• a2" Numberd FasfnerE 2 3 4 B 6 7 E1 9 1 10 1 11 1 12 1 13 Step 7 RemOVa dDOKS Wkma Our Tram around the fin and imM for hoes Or voids. Use OIlooe to AN am voids. Ship Ifdesired,afoam Inwla ncanbeappsed Wthek Mgapbohw ndewkloowoldwallframig. If milled, rids mutt ere ,Ye N0NIX8ANOlN6 TYpEF(MN, Stet 9 Sthce them wmtlows erne typiWry used in roans with hqh mdabae, Is; barrooms, It 1, moanmended that the Inberla gap belweer, the window am sank Naming also to sealed with Mildew am ceded Eo as notto Interim addi the installation of wallboard blew trim. Shp 10 Once all mnstmetion Is complete, nenlow the bubble Wrap Iran Thai inside and outside of the window. If necessary, dean Be tilorlis wan a mild detergerm and warm water using a soft cods. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS.3/8" MIN HEADS. 8 PER SHINGLE. FL30310.1 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMC0 FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 COUNTY APR out Inc. " •d' ent" 1" FROM EDGE AND ROOFING UNDERLAYMENT: 1st Choice TANI BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-119 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905,1.1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "J" BOLTS FL16546.8 2nd ChOICe +30.0/-32.0 - CLOPAY S W� FL15279.84 Swing Doors: 1st Choice +67.0/-67.0 THERMA R •C . ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20 1.11 FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS RE AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHA�LLpC 6 6 ,12 .- +67.0/-67.0 THERMA TRU-CORP. SOLID 0461.1 FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/18" X 3" W000 SCREWS MIN. FROM P% TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE 15215.2 SERIESLITE THEREAFTER. (TYPICAL ALL 4 SIDES) ST. L 0461.2 Sidelights g THERMA TRU PLAT PRO 5215.2 SlidingDoors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 Alum. reinforced 2n i MT WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL15332.12 Windows: +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Single Hung (fin) ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAP/CON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/•50 MI WINDOWS Single Hung (flange OF MIN. EMBED. USE #8 WOOD TO WOOOD BUCK. NSICIEN TION THROUGH 2X BCT LTH. TO PROVIDE FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS SUFFlENT LENGTH To ACHIEVE 11k" INCH MINIMUM EMBEDMENT FL17676.2 Single Hung (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single Hung (finless) frame Fit 01 Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass" 1st Choice +50.0/-50.0 MI WINDOWS MI3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R6 WITH MIN. 11b" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl sstapple ilengo- on center In direction FL16503.4 R5 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vi I staples solid 144 vented -145 FL12194.2 Hurricane Panels: 1St Choice Dade County App. A L ICAN SHUTTER &GLASS t 24" Ga. Storm Panels 24 GA. STORM PANELS FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 Name: Luis Pablo Torres Certification Number: A. # 87864 Name: Certification Number: ,,QA�4OYiTORff f�i y� �N g " • sic$' �61 L 9 S'(P O� S r7NP�� a 1 all co a N 1- 00 €��g o ro Heel � -8 "�jmli 02e .QN �@ NNW ED " Onus WW2 W. LL °ti 41 N Y x O 2 ' 3 Y o =d=w "� � o zz Ir o J 5g gGO S"g $IF us LL ZN l? < d 6 e F $R'a 5 IZO U J N 12�1'� NAWV.FDSENe.COM ❑❑❑ z z $ z o Y i a N a U a Z tV n v uu uu DID 0 C o M D4 to c TO w m NN o OD v x aDny = WVY o0 aN6°D am ® DAM, HCIMBS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: r Job Information: O F— z Lj z p�w� JCO(1) / Iviodel Name / Number: I Plan Issue Date: Tuesday, March 16, 2021 KA PROJECT NUMBER: Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN As FOLD UP WEATHER FLASHING REQUIREMENTS IN CORNERS THROUGH /� BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY - SELF -ADHERED FLASHING /r RESISTIVE TEMPORARILY SECURE BARRIER ". GENERAL FLASHING AND WATERPROOFING METHODS - DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather-rvNistant exterior wall envelope. The exterior wall `WEATHER WINDOW UNIT envelope shall include flashing as described in Section R703.4. / RESISITIVE BARRIER WOOD FRAME CONSTR. I SLOPE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the TAPE °� V(TERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 314"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF -ADHERE ® 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 THRESH LD OFDOORAND RETURN (0.6 Cm : 30.5 cm) (et,.a,vrn en winnow WALL BY 61N. UP JAMB e'. USE LIQUID NAIL BRAND OR EQU L WEATHER PROOF CAULKING SELF -ADHERED FLASHING 1'-1 t I 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 studs or sheathing of all exterior walls No. 15 r [ asphalt felt Shall be applied horizontally, with the upper layer lapped Over the lower layer not less than 2 inches. Where WEATHER SELF -ADHERED FLASHING EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the RESISITIVE CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The NOAS asphalt felt or other approved water -resistive BARRIER SEAL 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 R DECKIPS NG 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 provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather RIM JOIST Refer to the number marked as ® in each detail that to the to the water -resistive barrier is directed between the layers. resistive barrier above header to allow for flashing installation corresponds 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 hater back over head flashing and 2 PAPER 1 . Install self -adhered flashing in order as shown by numbers 2. Install Dashing 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 O 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 SELF -ADHERED FLASHING SELF -ADHERED FLASHING , n' D ®� SCOYIng CU15 Corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's P 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 BARRIERWpol EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER Y V r 5. Remove all release paper per standard installation instructions and Se membranes used as shall com I with water to the building structural framing coin g comply g �� �� adhere to substrate using a square piece of flashing material (6 x 6 s shall b algid at t AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying building with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for Joint ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) proper expansion and contraction, 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 corner 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) Its tight to corner 8. Mechanically fasten as necessary 3-Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the COMPATIBILITY 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 complly with AAMA 712. Flashing at exterior window and door openings shall be installed r-� in accordance with one or more of the following: SELF -ADHERED FLASHING $ELF -ADHERED FLASHING, EXTEND A MINIMUM G �-r (BEFORE FOI-OING, SCORE RELEASE PAPER TO EXPOSE aDRESNEA9 seowh) 1.1 The fenestration manufacturer's installation and flashinginstructions or forapplications not addressed in the VERTICALLY FROM BOTTOM OF fenestration manufacturer's Instructions, In accordance ith the flashing manufacturer's Instructions. Where flashing THRESHOLD instructions or details are not provided, an flashing shall be installed at the sill of exterior window and door openings. P P g a 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 (SEE_ DETAIL WP02) 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 \ 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 9.00, FMA/ AAMA 200, FMA/WOMA 250, FMA/AAMA/ v 2 WDMA 300 or FMA/AAMA/WDMA 400. SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, w4h NAILING FLANGE projecting lips on both sides under stucco copings. t 4 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING O 6 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 o ] projecting 5. wirer¢ exterior pOeCh¢S, docks Or stairs attach t0 a wan or floor assembly of wood -frame construction, S. At wall and roof intersections. SELF -ADHERED FLASHING SELF -ADHERED FLASHING p �p ®5 SELF -ADHERED FLASHING FWP06 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK V V I! INSIDE CORNER 7. At bullt4n gutters. SELF -ADHERED FLASHING% a DECK PROTECTOR .SHEATHINGS. '.t 7/8" Cement PlasterAWA 7/8" Cement Plaster in accordance with in awith �a ASTMC926 TMC9ance ASTMC926 SELF -ADHERED FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance in accordance FLASHING wkh ASTMC7063 with ASTMC1063 DECK PROTECTOR u,'. t r;, ' Building Paper Building Paper 7/16" O.S.B. (-, 7/16" O,S.B. sheathing %. sheathing DOUBLE 'SINGLE 'JOIST i• Metal Keep top edge JOIST SELF -ADHERED FLASHING �% ' Flashing weep screed SELF -ADHERED FLASHING j 2fbelow top of 2 3 1/7, block 3" MIN - Unperforated ' 4 i I Flange 718" Vulcum 5 I I � r,r, Weep Screed conk n bottom joint only Maintain Metal Flashing Bottom of 3-1/2' Unperforated SELF -ADHERED FLASHING \H0.8362x;DECK JOIST WP07 SELF -ADHERED FLASHING OUTSIDE CORNER Fwpo8 APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P® Weep Screed 1 112" t0 2" Flange 7/8" Weep Screed INSTALLATION OF THE BUCKIRECEPTOR. Above Roof Sheathing �1/2' Cemeniftious Decorative Finish 'EWED ,� o'• • o, All inside and outside corner will EXTERIOR WINDOW UNIT ° need to be miter CEMT. FIN. cut and caulked all Cement Plaster •, butt joints need to BUILDING PAPER SLOPS SLOPE in accordance with ASTMC926 o a" becauiked using SLOPE 0.3 in: 12.0 in 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 (0.6 cm: 30.5 an) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~'--- EXTERIOR CEMT. FIN. BUILDING PAPER' WIRE LATH -FILE COPY 1/2" Cement SELF -ADHERED FLASH I \ G Plaster Finish Block WIRE LATH 2 1/2" Perforated 3.0. Flange 1/2" Weep BUILDING PAPER -- BUILDING PAPER Cement -` o, Screed Plaster over block ' EXTERIOR •' istfloor WINDOW UNIT CEMT, FIN. Install bottom Slab edge Of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 Note: ® The building paper find metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 1 O SELF -ADHERED FLASHING CEMT. FINISH WINDOW P 11 SELF -ADHERED FLASHING W P 1 SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD SILL V V 0EMT. FINISH PARAPET WALL the Weep Screed. It 0 'N C, rG N S S ►�`' 0 87 4 it II `. f :9 O 0.< 4141 f ON jf ill it tfU� 08 eo"eL 12 tt IL v 0 yE� i� ga N 5$ a-� O a o W � W �O !€ v 3 � "+ �'€�o d W. n�b� Z��aaD Z y sfl-m s � >.+� umw.roseNc.cgnr ❑ ❑ ❑ zl o z g z m $ a 3 a Z W 'O Jtwa 0 Y O� W �L 01) fJj c m O -NE x a.. I0 Q ry�m 4m A�DAMS HOMrS3 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE / Job Information: 0 Z m LO c o In W m y M ' N z � 3 i Q J LU f`ni c J00U)U) In" Model Name / Number: 2000 Plan Issue Date: Tuesday, March 16, 2021 KA PROJECT NUMBER: 21-1768 Sheet: P Of, WATER PROOF DETAILS I a�v \W I a 42X42 A/C LAB BY BLDR MIN =_ MASIEB 2' FROM WALLE3Fi`,Rt)c7M v�RT r�Q D 215 14x8 1wcd C V1 35 4" dryer duct to roof cap w/dryer vent b � l CGiVEF�E�3 PATiCi � zo• rsrx �a o- , ( Hu^ .3S Jac Ilk gam, !- R2�ts13 IN SLOE VA UILT C LG. 1 Ox6 1 cdim 5 _.-._.....-_. _.. .-:..... 280: 6 I! !I1 14x8 1wcd: VAULT CL(L 9„ i 85 --- __- 1Ox6 I wcd m 5 1 �.n T VAM L 14x14 rag,,. DINING W-O RAT IXG. 10' 6 1 wcd 10 _ 4x1 rag W e ,= e165 ' n ! 1Ox6 1wad F.F3ID9Lyf7�MI A. UaR M:3fADQJHIM Im x it t i - f Y 1wcd 50 2\A 50 10x6 1wcd 10" VAULT Cd M 10 rag EQYER VALI CW' O 20 we t ! Vq:.. 3 yeas 5" bath duct --,,to roof or wall cap w/ standard 70 cfm bath fan o- 2x12 rag 155 = 14x8 1wad �j i -A EnRal 1;_ flOOD OA43HRWO 'i x 111 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS FLOOR PLAN Transfer ducts/grills sized in compliance SC,4-E.u4•=1'-,r with Florida Residential Building Code-M1602.4 ELEVATION balanced return air. EXCEPTIONS 1-3 Must have a minimum clearance of 4 in hes around the air handler per the State Energy code. All duct has an r=6 insulation value. AREA CALCULATIONS le, RIM M14 S.F. TO FAL LT5RNG(AC) 2DO4 S.F. QARAGE 754'&E I COVERED RAIIQ,"MW 200S.F. ! TOY& AREA. UNDER RIX* 3003 $ E I v O �O� v-NOS O O V s S VJ W Z LU LL LU Q I EViE U CODE COMPL Ii ,A-. ST. L.UCIE C®R LLJ BOC z LL O 2:: 1-- 0 LU Z O Q < --1 3: � FILE COM m N L0 N o i >- IY U) N m LU >_ Z 0 Z Q Uj < a J O te/ L.f__ M� W n EL -i /� V) ^Q IJ Rating