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TERMITE SPECIFICATIONS: STRUCTURAL ®TES: STRUCTURAL DESIGNCRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OFTERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 FLORIDA BUILDING CODE 7TH. EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL. BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED. PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" .LAP PROVIDED. EACH WAY, NFPA 7017, NATIONAL ELECTRICAL CODES (NEC 2017) 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 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M..WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31844) - AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES 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 A70E SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR. DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL 1. CODE THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE Al1THORITY S CODES,REQUIRSTANDARDS 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL. BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: MUNICIPAL AND REGULATORY AGENCIES B) LOCAL STATINGE (B) LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM G925 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (f'm = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.14A. DAYS DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C47640 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O.. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICHEVER IS LESS. REINFORCING SHALL BE PLACED 1N THE CENTER OFTHE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM 01063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED. ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS * * LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST** * LL/480 TL/240 _ *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" R703.7.2 PLASTER.. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS. WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11, CONSOLIDATE AND. RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH. WITH TOP OF WALL. GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION -- SHINGLE METAL TILE HEAVY OF THE ROOF (PSF) ROOF (PSF} ROOF (PSF) ROOF (PSF) 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 PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL R703.7.3 WATER -RESISTIVE BARRIERS. BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER TOP CHORD LL 20 20 20 20 WATER -RESISTIVE WOOD -BASED SHEATHING; SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 TOP CHORD OL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND. DETAILED BY OTHERS .BOTTOM CHORD DIL 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3: ANY. WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIAL. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS, ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF). 37 37 45 55 BOTTOM CHORD LL (OPT) 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-0, ACQ-D, W/ LIMITED STORAGE 20 ONE'. LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 ONE CBA-A OR CA-S REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS.. DOT SODIUM BORATE (SBX) DOES NOT. 50 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED, ATTICS W/ HEAVY STORAGE EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE. BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL. BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION'R703.1. FLOORROOF DECK: SHEATHING: G PLYWOOD A-C GROUP APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R70R.4 FLASHING. "S STRUCTURAL 1 OSB EXPOSURE OR 15 32" RATED OSB EXPOSURE 1 WALL SHEATHING: 7 16 TR / APPROVED METAL FLASHING, VINYL FLASHING; SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY. B BUILDING RISK CATEGORY II --BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT !S 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM ARE ® 5O (+) 27.6 (+) 27.6 ' 10 (-) 29.9 F) 37.0 (+) 26.5 (+) 26.5 20 (•) 28.8 O 34.4 O 50 O 27.1 O 31.1 s 5 Q Q (+) 23.4 (+) 23.4 100 (-) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" X7'-O" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140-MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 z COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC \X\Xl`\UII illiffflpZ� 6R VVN ��'.,, \�°° P'r' SE sv/ ,•'•�� �• r U W Cj FLO �/giROFE IS - to v.0 sag w a o g��gv S tPi mn gg MU$ '3 0 m a � N W FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) g Ip-2 m i� mp.� a a INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR P FOR ACTUAL PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES 5 (PSF) I � m Q I SZ A W N o IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL LL �» 8 = a w BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER - SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711, ALL EXTERIOR FENESTRATION STRUCTURAL PLAN ',a� PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS .SPECIAL FLOOR LOADING g g c a 0 800 OR ASTM C920 CLASS 25 GRADE Nis OR GRATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. e F al �+� m ¢. O ar lug �¢f°md C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: --g MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 71I. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) E $ e 2 a TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, BALCONIES OVER 100 SQ:FT 100 (PSF) » v `n APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) g I » www.wsa c.cca ❑ '❑ ❑ • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES GHT W OLIGHTWEIGHT 6. DESIGN SPECIFICATIONS FOR LIEGMETAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 60 (PSF} (9 • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. Z_PRE-ENGINESPRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) • CONTINUOUSLY ABOVE. ALL PROJECTING WOOD TRIM.. SUBMITTALS SHALL INCLUDE TRUSS FRAMING. PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING,. ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, g • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 NAND RAILS (d) 200.(PSF) �' z N .o CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 P N f • AT WALL AND ROOF INTERSECTION. " V° 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS (SF) • AT BUILT-IN GUTTERS. , '-s, ..A}� SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) a STAIRS 40 (PSF) n UPLIFT CONNECTORS FOOTNOTES Z N Il,�JI d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. CJ m MORE INFO. O W'= FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE:° U -N E 1. MISSED ^1' BOLTS. FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed in the titleblock 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. prevent error. clear information. Every attempt has been made to _ 0 4, 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 -,. fi;; , . c a s �} THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED iN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations ®, @ " undetected and not reported to the Designer / Engineer prior to DA S I40M S CONSTRUCTION SITE: a� DURING BOND BEAM POUR. CONTROL OF CONSTRU p 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the KEESEE ASSOCIATES KA AND ENGINEER OF RECORD FOR HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY. MANNER FOR CONTROL OF THE ( ) ( ) information found these documents. An questions regarding the n n oc g TO FOOTING). a CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE Y9 g 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAYBE SUBSTITUTED (2) MT). MI6SIMPSONR MTSMS6 TWIST STRAP 20 ). C 2'N TITERS TO OF FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE -information found in these plane should kc directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTSTHERE , MASONRY ANDACTOR NAILS TO LL TRUSS2) FOR UPLIFTS LESS THAN /4" LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN TENS#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT', VANDALISM, TRESPASS, ORANY OTHER 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 w/ (4) i/4" x 11/2" SITS SCREWS AND (5) 1/4" x 2 1/4" TITERS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN. A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will bemade In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT Sl. LUCIE 5. IF MISSED; MSTAM36 OR MSTAM40 STRAP IS MISSED FOR2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: 16d x 2-1/2" NAILS AND 5/8 ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT a FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MAST SIONS -- - -F-- ER --- I- REVIEWED FOR DATE DESCRIPTION CODE COMPLIANCL , �DAMS HOMES ST. LUCIE COUNTY z BOCCi 0) W 0)Of Northwest Florida > / 7/2 4 ® _.1 111 m J03OU) L V Model Name / Number: 43000 GULFBaE E PARKWAY GULFBREEZE FLORUDA 32563flli 2000 INIPM . .. _ ":, C® Plan Issue Date: Thursday, July 1, 2021 VI KA PROJECT NUMBER: MODEL 2000 21-6357 Sheet: � Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS w MBE UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(p10 BW1 16" (2) 16d TOENAILS. (2) led TOENAILS SPF NO UPLIFT BW2 SP2 W/ (6)10d SPi W/ I%10d SPF 402 16' STUD, (6) SOd PLATE STUD. (4) 10d PLATE BW3 16• (2) SP2 W/ (6) lOd (2) SP1 W/ (6)10d SPF 803 STUD a 16d PLATE STUD 4 10d PLATE FBW4 18" (2) 16tl 70ENAILS 12)18d TOENAILS SYP NO NO UPUFr SP2 W/(8)-1od SPI W/ (6)-iod BW5 STUD 6 10d PLATE STUD. (41 iOd PLATE SYP 439 BW6 (2) SP2'. W/ (6110d SP1 W/ (6)1Wd BYP 878 is- STUD lod PLATE STUD 4 SOd PLATE BW7 12^: (2)16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-30d SP1 W/ (6F10d BWS . 12" STUD, I6)10d PLATE STUD, (4) 10d PLATE SPF 535 BW9 (2) SP2 W/ (6) SOd SP1 W/ (6),10d SPF 1070 12" STUD (6)10d PLATE. STUD, (4)10d PLATE BW10 Ia. I2) led TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (BL10d SP1 W/ (6}10d SYP 585 12" STUD, SOB PLATE STUD, 14)10d PLATE (2) SP2 W/ (6)10d SPS W/ *LOd BW12 12" .STUD, IS) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALLA SEE PLAN 1� MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER4 PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S1 FOR NO UPLIFT CONNECTORS BRIG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID-SPANBLOCKING CONNECTORS W/ (2) 12d TOENAILS @ Top & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-O" - SCHEDULE ABOVE F.F. SEE FOUNDATION ` -." --r-- PLAN FOR MORE 2. W/ 1/2" A.B 0 32" O.C. W/ INFO x P.T EMBEDMENT OR 1/2' A.T.R, W/ SIMPSON SET W/ .. SW= SHEARWALL MIN. 7° EMBEDMENT PAST STEP DOWN. 'i REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32' O.C. - 7/16. 058 PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4". SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD 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, SP8 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF SW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/53.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW' IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. EDGE TO 1 SIDE OF WALL PLYWOOD NAILS AT 4" D.C. IN HELD AND GE ( ) 7/16" OSOEXTERIOR $ / PER NAILING 7. ALL 2x EMERIOR WALLS W/ EXTERIOR AND GRADE E NS FOR STUDSPACING AND GRADE N WALLS SECTIONS FOR EARWAL E PLAN AND LLS 3 CRO ACT AS SH LS SE WITH THESE WALLSAREE ONLY B. IFTHE BEARING WALL IS INDICATED WITH THE SWI,U BW4, BW7, TU DS THE FLOOR LOAD AND DO HOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AN T (GUN ANDwnu CH WITH HARD CASED NAILS ) RATE AND THE RATE CAN BE ATTACHED NOT REQUIRETHE ANCHOR BOLT ATTACHMENT INDICATED THE BEARING WALL SCHEDULE. E 8. 3P3/SP2.ORNE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO TNE PLATE TO ACHIEVE THE TABLE LOAD. lOd= 0.148" DIA. x 3" LONG HEADER SCHEDULE MARK HEADER SIZE REMARKS H7 (2) -2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE. THIS SHEET H2 (2) - 2X8 92 SYP W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2)-2XI0 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2)12X12 #2 SYP HEAD E SEE GENERAL R'NOTE #5 W/ 1/2' FLITCHI PLATE THIS SHEET 3-13/4"X 11. 1/4 ROWS u4"x 3la' ATTACH TOGETHER Wh 2 . O.C. H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16'( TYP. EACH SIDE (2) - 1 3/4" X 9 114 ATTACH TOGETHER W/ (3) ROWS 114" X 312' H6 LVL 2,0E Fb=2600 PSI BOB W D SCREWS @ 16" O.C. TYP EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA.END EA. END EA. END EA. END 1'-0"-3.._11" (1) (2) (1) (2) 4',0'-g'.0, (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1, VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MOLT -PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" D.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS l2)-2x8#2 SYP W/7/16" CONNECTION: PROVIDE (2) MM 0S8 FLITC14 PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012- OR (2) SIMPSON HETA16 TO CMU D.C. TYP EACH SIDE COL. U,N.O, ON ROOF PLAN. (2)-2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) OSB FLITCH PLATE. NAIL BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U,N.O.. ON ROOF PLAN. 12) - 2 x 12 #2 SYP W/ 7/le" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HErA16 TO CMU O.C. TYP EACH SIDE COL. U.N.D. ON ROOF PLAN. (2) -1 3/4' x 11114" LVL CONNECTION: PROVIDE (2) 2.0E fb-NOO PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 WOOD POST 1/4" x 3 01 SOS WOOD SCREWS 0 18•' O.C. TYP. OR (2) SIMPSON ON HETA16 CMU OR (2) EACH SIDE. N. COL U.N.O. ON ROOF PLAN. (2) -13/4' x 11 7/8" LVL 2.0E PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER U SING (2) ROWS HER USING SIMPSON LSTA24 OR (2) 1/4" x S SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 6° O.C. TYP. 01 OR (2) SIMPSON HETA18 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. - 1 3/4 x 1LV 20E TEU0 PSI. NAIL BEAM 2 CONNECTION: PROVIDE (2) (N TOGETHHERR USING (2) ROWS SIMPSON LSTA24 1/4' x 31/2" SDS WOOD SIMPSON HTS20 TOO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR N070HED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) C1 (3) 2 x 4 #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 is) 2x4 SYP#1-OR- 14)-led TOENAILS 0 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4- X 11/2" 2145 SDSSCREWS 4 x 4 P.T.42 ABU44 W/ 5/8' ATR** G = 6665 SYP POST & (12).16d NAILS U - 2200 8x 6'P.T.#2 ABUBB W/:5/8'ATR*- G=12000 51'P POST & M2) -16d NAILS U = 2300 a x 8 P.T.#2 ABU88 W/(2)-5/8'ATR^* G-24335 C7 $YP POST & (18)=16d NAILS U - 2320 C8 8.5 x 3.5 P.L LSE Fb�400 PSI HDU5-SDS2.5 W/ (14)1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 OLMANQEDIFEX7.) ANCHOR, OR ATR** 9.5 x 5.25 P.L. HDIISSOS2 5 W/ (14)1/4" x C9 1,8E Fb-2400 PSI 2 1/2' SOS WS& 5/8" EXORY 'x- 5645 OLMANED IF EXT. ANCHOR, OR ATR** 5 x 7 Pf HDUe8DS2.5 W/ (20)1/4 x C10 L8E Fb=2400 PSI 21/2" SDS WS & 7/8 EPDXY 6970 WOLMANIZEpp FEXTJ ANCHOR OR ATR*** .25x 5 2 P.L HDU8SDS2.5 W 20. 1/4'x /I )1/ C11 1.8E Fb=2400 PSI 21/2' SDS WS & 7/8' EPOxY 3 ;,_'' 7870 OLMANRED IF EXT.) ANCHOR, OR ATR**" x 7 P.L. HDUSSDS2.5 W/,(20)1/4" x C12 1.BE Fb=2400 PSI 21/2" SDS WS & 7/8' EPDXY 7870 WOLMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1, SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO, 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37 S.3 4. MINIMUM BOLT EMBEDMENT: 5' EMBEDMENT FOR 1/2" ATR a' EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8' ATR 5. IF (01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P-T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING ad X2'h" 0131-X2'h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0448" X 3' 0.131, x 3" SEE PLAN BLOCKING &TOE 0.148" X 3 -A' 0.131" X 3 4' NAILS & TOP PLATE 12d 0.148" X 3 AA" 0.131" X 3 "A' 8" O.C.(COMMON) STUD WALL 8' O.C. GUN NAIL CORNERS 1Ad OA48" X 3' 0.131" X 3" 8" O.C,(COMMON) STUD PACK 6' O.C. GUN NAIQ COLUMNS led (.162" X 3 °h" 0,131" X 3 W' (2)16O(COMMON) ^ SEE PLAN HOSE BIBB eS2 M S N N O 48'$" 3'-4" 20'-6" 14•_10» 10'-0" 6° S-3 6" BM3 BM3 TYP C6 COVERED PATIO iBM5 20'-0"x 10' 0" BM5 i 4'-8" 9'-4" 5'-0„ 7'-4," , 7'-O" 5'-4" O C O I O O O VERIFY LOCATION W/ BUILDER DBL 25 SH 25 SH 2S6S 25 SH 25 SH �X EGRESS EGRESS 24'-6" 14'-2" NOOK MASTER VAULT CLG. BEDROOM o VAULT CEILING G.T_ - - - - im a i 4 �p�p� J , Y 3'12 N „ 3 � � ' BLOPE VAULT CLG. L - I 3'-6" A 36" FLAT BAR z y N TOP ON 341h" mpLo ' WALL W/ 12 c 3 O.H. o O J Z O i 3068 -------, OP KITCHEN 10'-0"FLAT CLG. _ p WIC,� l c' Yq� REF. VAULT '� 'tY , I _ i m ILLY VAULT I `cS U ------ ti� �, 12'-2" 5'-5" R/SH CNI I I 4'-0" 4'-2" i 10'-11" 2'-0" E R OM 4 TU Y0011 ip VAULT CEILING DOOR, PER ACCESSIBILITY 2868 `^ �I CODE - DINING N m 10'-0 FLAT CLG. ° to W.. N w N c1 ° w o 51-10" 4 4„ M. BATH m VAULT 2668 PROVIDE PLATFORM R/S FOR HVAC UNITID _ _ Y VERIFY SIZE W P _ _ _ N R/S MF R G 4'-4„ O � m tWtpO fh s cQ N _ V Ed a 3 X 4 F.G. SHWR XL7To7711 111111111111 o HANSON BOX W NOTE: BUILDER TO PROVIDE ,H m @ 36" AFT , " '- WH- APPLIANCE PROTECTION IF 'i BEDROOM 2 -� _: Q REQUIRED BY MUNICIPALITY. , ' in J .D EE SHEET 4 FOR DETAILS w VAULT CEILING I AI INI i D L/1U I V DRYER VENT J ; THRU ROOF 2868 MAX LGT 35' 7,_9" 12,_2�, 7%6" 21'-3" , FOYER 2668 VAULT CLG. BW2 ATTIC ACCESS LOCATE IN FIELD 22' X 36" MIN , ... If I•] I I WF39 O S3 Q.T._ w wC Z La I I -- -� - - - - -H1 --- - - --- -- - m ° BA 3 CAR GARAGE VAULT CLG 30© E ESS w/ TRANS V. 8' CEILING R/S".. 6' 10" 1'-9" 4'-1' PER ELEVATION -�. _ _ _______ " c0 WF42 N M503 4 N S1 WF42 2668 - 5-3 , 2668 - - - - - 4 i -- '-8T F' BMl BEAM N 6x8 PILASTER WF38. 2PLACES TYP. '------T--------`----.---- S3-------------- -------------------- - a BEDROOM 3 oa 8' 0" CEILING o I I I 1 I S'2 MS12 S2 i © � EOM H EGRESS EGRESS 8' X 71 OVERHEAD DOOR 6' X 7' OVERHEAD D00 25 SH 25 SH :. 1' 8" 5'-5" 614" 1'-10" 16'-0" 12'-8" :' 19' 8" 101-0" 48,_8" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.5 / -37.0 D +26.5 / -28.8O +26.5 / -34.4 +24.8 / -27.1 0 +24.8 / -31.1 +24.3 / -27.5 O +23.3 / -25.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE M "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING 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. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore 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 (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 7 Inches above finished grade or other surface 21 below on the exterior of the building, the operable window shall comply with one of the following [3 listed 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 foof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. Pth 7. 10: R402.2.4 Access doors from conditioned spaces to Unconditioned spaces (e.g., attics and crawl spaces) %hall he weatherstripped and insulated to a level Equivalent to the insulation on the surrounding BUrfaceS. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined. by one of the methods specified In sections M1502.4.5.1 through M1502.4.5-3 9. Cellings for exterior erodes and covered porches to be 7/16" OSB on underside of roof trusses Shall be attached to all framing members with 2x blocking provided at erimeter. The OSB shall be attached w 8d P P / 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 REVIEWED FOR ,ODE COMPLIANCE ST. LUCIEppC//OUNTY IBI�X.Q&.r, HOSE AREA CALCULATIONS BIBB let FLOOR 2004 S.F. TOTAL LIVING (AC) 2004 S.F. FLOOR PLAN 9ARAGE 754 S.F. 0®VERED ENTRY (BASE) 45 S.F. SCALE: 1/4" = 1'-0" COVERED PATIO/LANAI 200 S.F. ELEVATION IFAII TOTAL AREA UNDER ROOF znno c P VV 'r? *. J ti U * FLO ��®��ip7RFE S S1Q, o l/lflllitlt 0 m a o .11 s w 8IC103 ® .-I m ro guI. CD ti `o � tN ^9 nOoNwd 2 w F$ N5�I�Pl_�08 - o �Z sa Lo 0 Y }9To UWOE LL Zu J WWW.FOSENG.CON ❑. ❑ ❑ Z g 7 `S�Ia Z 8 O_ d7 z h N TO 1 y� i +� w c � � m Juda 0 Lu L/T C d L/} F J acs- �� �4m A FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: z x0 � uT W N m r -0 N In ci � j i -I G) ® __"I L/L'JJ � M p J m v) r ^. LO LL ♦ Model Name / Number: v, 2000 ♦ Plan Issue Date: Thursday, July 1, 2021 ♦ PA PROJECT NUMBER: 21-63a% Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. GRADE REINF SEE PLAN v ! z P n o — (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. OPTIONAL CURB FOR F F_ VARIES MASONRY @ ELEV. 0'-0"— W/ (1) - #5 BAR CONT. ■ �, REINF. N l 2 STORY: 20" X 20" 16" (2) #5 SEE PLAN W/ (3) - #5 CONT. REBAR (2) # 5.REBAR BEARING FM01 SINGLE STORY FTG 1/2"=1'-0" FM02 I SECTION @ GARAGE 1/2"=1'-D- REINF. SEE PLAN ---1 _F_F..4 #5 REBAR FM03ITHICKENED 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. FIN.. FLR. _ * ALIGN DRIVE W/ BOTTOM OF ' °' RECESS & PITCH DRIVE R ,'' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W (3) - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR T 1/2"="-0" SEE PLAN = 1'-0" = 1'-D" =ro" FM12 STEP DOWN NON BRIG, 1/2"=1'-0" OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" SEE PLAN ELEV. 0'-0" WITH CURB O y TYP. SEC. (1) #5 BAR CONT. � 8" ,I (G.C. VERIFY) ;0 I I z „'r" F.F. REINF ` i ■ ° (SEE PLAN) d 2 #5 CONT. INSTALL LINING "` - MATERIALS PER ' x ' y y 2 #5 BENT BARS W/ FBC-R P2709.2 ^-" MIN. 25" LAP SPLICE MUDDED FLR. 16 SLOPED. TO DRAIN lk MIN. Ilk #5 CONT. FM14 I SECTION @ RECESS SHOWER 1/z"=r-D" FIVII TYP. STEP FTG. DETAIL 1/2"=1'-0" ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF CONTINUOUS AROUND CORNER. #5 CONT REINF SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITYOD ,.` 45 X 25" X 25" CORNER BAR ONE N FOR EA. HORIZ. iv REBAR, TYP. U.N.O. "•! — (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3)-#5 CONT. REVII FM19 TYP. CORNER BAR DETAIL 1-1/2-=i'o" FM23 TYP. FND PENETRATION'; CpM jAiV id STEMWALL SCHEDULE b 9 LICIE COUI\1T STEMWALL FOOTING DIMENSION MAXIMUM BOCCF.C. SPACING (D.C.) NUMBER/SIZE OF BARS LAT. 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# 61-8" >2'-0"-3'.4" 10" 10. 20" 24" W/ (3) #5 BARS 6744 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-O" >4'-0"-5`-4" 16" 16" 48" 48" -W/ (5) #5 BARS CONT.& #5@ 18" O.C.TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL Ell c COPY NOTES: 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 SEE CHART ABV. -MAX. F.C. ° 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING (O.C.) A D cii i ," WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND W.W.M. TO TIED T6 #5 REBARR ;�VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED Cz EACH FILLED CELL LOCATION. EACH BAR TO ) #5 HORIZ. CONT. TIED TO 1(1)#5 PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0INTO SLAB/ ' STEM EA. VERTICAL REINF. BAR EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR 0 STEM #9 CONSTRUCTION FOR MORE INFORMATION WALLS GREATER THAN 4'#' 4.G.C. TO PROVIDE ADEQUATE: BRACING OF STEM WALL WHEN UNEVEN BACK (1) #5 HORIZ. COM. TIED TO " ��s'° ` ae> '' FILLING IS TAKING PLACE EA. VERTICAL REINF B , "16', 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" RN GRADE- 8" MIN f v .0 O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TO TOP OF "_- 6„ h* TALL (TYPICAL ALL CORNERS) STRIP FrG. -'' .'®x r q i °. ° _ C 6.IF STEMWALL IS WITH IN 544" OF POOL OR WATER FEATURE FOUNDATIONS COMPACTED CLEAN FILL - - - $,. `• _a ., 7. ALL STEM WALLS GREATER }HAN (4) COURSES SHALL BE FULLY GROUTED. IN MAX 12^ uFTs > S. R403.1.4 MINIMUM DEPTH, EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FrG. W/ QTY OF I` " „ MIN, COVER I �UI'/ / "SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF. PER SCHEDULE (3 SHOWN) " 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 FMASW STEM WALL SCHEDULE NTs ic III ti ro 00 �5m LO 00 t- �mqY,nll1N0 CL a bm 6.�a ti m? pm �swy' LL'aP a w y s ��Wt `(8;m ¢ O�meo" U) LL 2,. gm J n 5 N a ' WWW.FDSENG.CON ❑ ❑ ❑ mpma z O z M z N a N #g c � Z N JmJ �� H LL .4.-+ w c p Y %U _ V N _ v I Q N o o U DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE f I Job Information: (D c O � � M r- m o ai Ln 'i 3 F .I N i-`SC:CO ® Q -IW m o J m U) LO 2 f Model Name / Number: — 2000 F1 Plan Issue Date: Thursday, July 1, 2021 r KA PROJECT NUMBER: 21-6357 Sheet: A A Of: SCHEDULES & DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL UGHTING & 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% QF "A' = (.40 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 `y) 2x6 WALL (FLOOR TO CEILING) 2'-8" USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. — — — — - — INSTALL FAN BOX PREWIRE,Q WP GFI Y PROVIDE DISCONNECT AND GFI/WP OUTLET PER -CODE FOR A/C COMP. NU5t BIBB '.— I T INSTALL FAN 4�DXPREWIRE GFlIx 1 (' I GFI I I „ ' �\ GFI FOR D/W rT/ LIGHT LOCATEDIN Vail \ / ADJACENT CAB , , GFI �220 O >: O FOR HOOD r r ,. GFI. \ INSTALL FAN BOX PREWIRE INSTALL FAN BOX PREWIRE'4 1 1 - ---- --- IV INSTALL FAN BOX PREWIRE u �- , GFI 1;4F — — ` \ ,M'INSTALL FAN �- L d BOX PREWIRE I I WP 'GA CHIMES 1 1 , I I , I , 220 n W 220 a GFI, .H. GFI ® 42" •� U z GFI---- D a w 220 r � I \. ;ATNCELXTgIC \ \")F RhD'D BY CODE - GFI GFI GFI b 42" FOR GARAGE FOR. GARAGE DOOR OPENER DOOR OPENER r , , GFl ' 0 42" Li BIBB ELECTRICAL NOTES UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR. BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE. LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY. RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36 FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OFTHE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 2.8" 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 Jr'J�� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH /� FLUORESCENT LIGHTING { CEILING MOUNTED FIXTURE n u u g TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE a CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET ,yI,L tv GROUND FAULT INTERRUPT N ' � DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET 0- DOOR BELL ® SPECIAL SERVICES OUTLET DI0 DISPOSAL TV T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX OWP WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT LC INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSHBUTTON 0 W m co ro q H Lu s 0�� 13 S� HIS!co Wcn°Wm� LL m yFi co F. 2.1 E 3 � to 1— a L 1 2 55 a 9 WWW.FDSENG.COM ' ❑ ❑ ❑ (D z a d° z N a Vl a z ~n 0 a r •JI ro �+ N lIJ � I C O w i a RG. 1� r�jl ED w �cn M V _ C4 E c u°4vs allom d,m, f4 DAMS 'I HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE R OPTIONALOVERHEADSERVICE VERIFY FINAL AMPS NE SAMEAS UNDERGROUND Eco PL, a ''3 Job Information: WITH ELECTRICAL CON 200 AMP SERVICE ��++TT I ^ 200=2/0 VISLUMNI`UY'E CC' COPPER OR ` IN T CONDUIT BOCC `i T 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 C PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE 1 I � ■ IE 0 1 j INTERSYSTEM # BTO HVAC BONDING a C M TERMINATION #4 GROUNDING WIRE WITH CODEAPPROVEDC ri=0 ) APPROVED GROUNDING OT MIN. UDE bBONED TO CONTINUOUS STEEL IT �F�E> ® J LIJ ZD m o ELECTRICAL RISER -' M of) U) LO LL VI Model Name / Number: NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH ,2000 APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO, V1 Plan Issue Date: Thursday, July 1, 2021 ♦ KA PROJECT NUMBER: 21-6357 ELECTRICAL PLAN Sheet: Of SCALE: 1/4" = 1'-0" ELEVATION "A11 ELECTRICAL PLAN j 48' OFF RIDGE VENT 48" OFF RIDGE VENT 49" Off RIDGE VENT OF OF BLOCK - _ TOP OF BU TOP OF WINDOW o. 60 SMOOTH RAISED LITE TEXTURED DECORATIVE ro iD CEMENTITIOUS BANDS CEMENTITIOUS COATING w/ 2'-0" RETURNS 25 SH FIN. FLR. --- - - FIN. R.R. ---------------- ----------- ---- TOP OF BLOCK� O SG FIN. FLR_ CK REFER TO SPECIFICATIONS REAR ELEVATION BRG.®ENTRY_ SCALE:1/4"=1'-0' TOP OF _OPENING_ _ — MOOTH RAISED T P OF BLOCK EMENTITIOUS B _ _ _ 2'-0" RETURN T.O.W. (V ti m o Bo 25 SH 25 SH FlN. FLR _ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION SCALE: 1/4"=1'-0" 48" OFF RIDGE VENT 48" OFF RIDGE VENT TOP OF WINDOW iD 25 SH 25 SH 12 6 [ NO MEN TRANSABOVE L SMOOTH RAISED OVERHEAD DR. CEMENTITIOUS BANDS Off ridge vent'provide4 "' " :{ ;. , , ,138.00 net sq in / sf Overhang distance = 1.33 ft S.F. of Area to be vented ISE) ' "3003 s.f. Total needed for exhaust for upper 1/3 721 netsginches Total needed forintake(soffitarea,lower) 721 net sq inches Numberof Off Ridge Vents for upper 1/3 needed 5 L.F. of Rid e Ventneeded (can be used In Combo with ORV) 40 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING I Bj6o�P' `\\\\\1U�illti/t �\` SRO P'f N E Q f J =U C1 �0`i•z tu � %• FLR lot% O r11111RNlIlPt��t N 7 L F �&pj1p3 N �ro 1 TOP OF BLOCK " a�I- LO LO CID 1k # •_ 3ggb E�2-�V$ bm 8e � ��a�Jti�z 4Wymg. 'Q w a w a �u.5�Q i3 w y o 3r��=�30�g�g�01_6 O m o SMOOTH RAISED CEMENTFTICUSBANDS .1 m a€+ geg•g 0. , e `—'� � ¢ a a w/ 2'-0" RETURNS'' r £ @'w VNfw.FVSENG.COM FIN. FLR. Z w LEFT ELEVATION a Z � ^Lni JM fr ra 11J C f] r .uo W l 4 In (p f0 E A Fsw� U `00 v o0 A DAMS -HOMES i r FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY HE9i"iEWIED GULFBREEZE, FLORIDA 32563 CODE COMPLI DIVISION LOCATION: ST, LUCIE CO PORT ST. LUCIE V1 Job Information: BOCC LJ� 0 - I — FILE C( W s -•- TOP OF BLOCK p .. .j m z F—�Um JmUicn 0 ♦ Model Name /Number: El [11:111 00 2000 0000 - ♦ Plan Issue Date: ❑ O a — Thursday, July 1, 2021 TF07 FlN. FLR. — ♦ KA PROJECT NUMBER: S'x7' 16 PANEL 21-6357 OVERHEAD DR. Sheet: Of: FRONT ELEVATION "Aft SCALE: 1/4%z1'-0" ELEVATIONS - A SEE DE FOR WIND < 155/C M G.C. TO PR( BLOCKING - W/ ARA RE( FOR SPAN I SHEATHING SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 155/C MPH W' ALTERNATE SPAN RATED 32/16 SHEATHING MAYBE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS TBO3 IPEEDS xH (VIDE 0 COMPLY :OMENDATIONS 'ATING OF DETAIL LU EQ, 4 o a 4 O in a 4 a v _ "X" DETAILTB01 BRACE SEE CONTINUOUS BRACING p 2.X BOTTOM 4 MIN. SEE CHORD DETAIL T604- - - O ei xC /7 :L BOTTOM CHORD GABLE END BRACING @--/ GOP CHORD 2X4.#2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs f�Sli ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE [4:121112:12] (SQ FEET) (-) VALUE DENOTES SUCTION e=4fl „a F- k 'I-�T AREA ROOF 1 2e 2n 2r 3 3e 3t HIP -37.02. .51.06 -51.06 -51,06 1D GABLE 37.00 37.00 58.99 58.99 -5899 76:03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 28, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING:. Q SHINGLE: J232" EXP. 1 (d°2D) TILE: J132" EXP. 1 (4a20) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38' x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN lfi32". SHEATHING SHALL BE FASTENED '��?- WITH ASTM F1667 RSRS-03 1 Od (2A* x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG 14:12]-(12:121 RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS FA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUDAND OR BLOCKING AT ALL EDGES. AMINIMUM Y SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1j". O NAILAT BASE 2 ROWS 04"O.C. W/Sd COMMON NAIL. O NAIL AT TOP PLATE TWO ROWS 04"O.C. W/8d COMMON NAIL. © MAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. DO NAIL INTERIOR AT Irk O.C. W/Ild COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/Sri COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATH NG TO HEADER M 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP B BOTT. © (2)8d NAILS @3"O.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. 1513T OSB - EXPOSUREI SHEATHING If II I PROVIDE BLOCKING AS REQUIRED PER II 11 I SECTIONX-X IF NOT FULL__o +=... --------- O FLOOR SYSTEM - rE: 8d NAILS FOR WALL SHEATHING MUST BE MINA 31"X 2112", NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE FACE MORE THAN L4• (2H 2.TOP RATE BEYOND /-15W DEB EXPOSURE 1 / SHEATHING II II II II II I SOLID 2x BLOCKING I- I I II 11 II I @ALLSHEATNING �ilw III III II I II II II I itI II ! EDGES m SECTION X-X) IiI' (SEE p III 111 C III I II I I III I I D 11 I OW ? III III OPENING III II II II I 114---JL--- III III 111- 11 - - - III X --- II --- 11 II II w a W o III III C. III I L_ L--- II II L- - --- a III III III E �O INI l l it 1 111 II II' II I 2x STUDS BEYOND. i ly INI I 1 11 1 III II II II SEE PLAN IH /III I I I II I II II III II 11 II I III ll 11 II I tl17 �q III III 111I I I I I 1111 I I I �I 1111 I /III 11 II. I 1 11 II II I II 11 II I z III I I I II I II I I I I I I I III II It II 1 III I I_ 11 11 I ALL SHEATHING 2X RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM "S"=NAIL Af!S",' 3M^trr SPACING S 12" 1 r SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING LL[ 229 �FMO� N ° D v eR� W W 2z4 P.T. BASE PLATE BEYOND SEE PLAN ,AT ALL PANEL BLOCKING LOCATIONS MIN2X4#25PF TURNED VERTICAL W/ 711V FLITCH PLATE TO W/ (2) 12d TOENAILS EA ENO. NAIL FLITCH PLATE TO VERTICAL W/(4)Sd NAILS 2) Bd NAILS @ 3" O.0 SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. o- - 1 CONNECTOR SCHEDULE FOR: ADAMS HOMES '•.2000 Elev A 3CF 10x20 Lanai ', TRL1 .i IO IWAS)NG POINT TRUSS ACTUAL- CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES I - UPLIFT DESIGN RATING. L/R -.921#or less (2)HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-112" A025 A065,C1-: C5, C16, C1V'-C6V,IF,Z'A,'E6, '1 L/R -1194#or leas HETA16/PER TRUSS: MFR 1810# (9)10dx1-1/2" E7,E7V G015 GOSS H5 Ht .; >.,'s. ,. 1 •. Lf-R,. ., ", 561i 6{,j455' TRUSS MFR, .FU-0A� 10A)# (8) 8d TOP PLATE ' , , _ ,, ,;:,. 9 10dX11/2" TRUSS A07+A15, 801 e04,Oft GO =13915#6rJeSs .HETA16 _. 1810#11510# (9).10dx1-1/2" -21f$iresr le6s {21HEfAl61Ci)HEiAY6 236S#/23G6# '.(Y©(10d x11/7, 10 10d x 1-1 2" ` '. 22 10CI' ( ) W/IS)5/99 ATR W/12" EMBED ... _ 'I3k11/4 &SIMPSO N" "EPDXY @ ', i1U3A ',LyR=` --5389 ttoT`1663" iMGT/(IFGTR 3965#j94Ok x3"3DS'' ,SET.. MGT&12W1/2"x5".nTEN HD &M= LL 31 12 UL + + + + E. + + + + ... + + + + + -E + ... + } + + + + + + + + + + + + + + + + + +. + + + + + + + . +. + + + + + -H + + + + + + + } + EE + + EE + +. + + + + + + + + + + + +. + + + + + H- + + + + # + + + + + + + + + + + EE +. + + + + + + +. f + f + 3J12 VAULT + + + + + + + + + + + + + + + + EF + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + E, + + + + + + + + + + + f + + + + + + + + + + + + + + } + + + + + + + + + + + + + + + + 3/12 VAULT ZOOS + + + }++++++++++1®'+OJ'+fil + + + +++ ++++ + /+CJl4G.++++++++{++ + + + + + + + } + + + + + . + + + + + + + + + E\_ \ �:I + + + + + + + + + + + + + + + + + + + + HODD SPACE•H + + + + + + + + + -E + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + H- H- + + + + . + + + + 3/12 VAULT ���/ + + + + + 2'O DOv*TO 2<'. + + Ell ODD SPACE Al17 we] ROOF CRITERIA -16" OVERHANG @ EAVES U.N.D. -12" OVERHANG @ GABLES U.N.O. SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING TRUSS LAYOUT "All SCALE: 1/4"=V-0" SIMPSON- CONNECTORSCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS SPF SYP CONNECTOR 8 FASTENERS SPF SYP OFRAMETO HETA16 w/(9)10dx 11/2'OR 1810 MA16w/(10)10d x 112'OR 1595 1870 MASONRY HETA20 w/(9)10tlz112" HTA20 w/(10)10dx 11M" © FRAME TO H2.64 w1 (10)80 NAILS 535 565 RT7A w/(10)8d NAILS 516 585 FRAME TO H1DA w/(18)10dx112" 1015 1040 RTiBA W/(17)10dz112' 895. 1020 OFRAME .FRAME H10AQ w/(18)10tlx112"AT2 RYTRU9SE9 930 1080 RT162 w/(18)10tlxtil2"AT2 PLY TRUSSES 936 1060 MT312w/(14)10dxitlY(ATEMERICR. 800 MTW12vF(14)l Od Kll2'(ATEXTERlOR 1195 OFPAMETO FRAME LOCATION INCLUDE(312d TOENAILS 990 LOCATION INCLUDE(3)12d TOENAILS) 1005 OFRAMETO MGTw/(22)10d NA1LSAND&&'A.T.R.w11T 3 0 MUG715w/(28)10d NAILSAND5/6" A.7.R.w/ 3330 4405 MASONRY EMBEDMENT w/SIMPSON"SET'EPDXV 3865 12"ENBEDMENTWISIMPSON"SET'EPDXY FRAME TO HTS20w/(24)10dxl 10(ATEXTERIOR HTW2ow4(24)10dxl 11Z'(ATEXTERIOR F O FRAME LOCATION INCWDE(3)12d TOENAILS 1125. f910 LOCATION INCLUDE(3)12d TOENAILS 1285 1530 TO (2)HTSIDWOB)IOd X11/2"W.TEXTERIOR 2250 (2) HTW20 YW(48)10d x 11/0(AT IXTERIOR 306D QFRAME FRAME LOCATION INCLUDE(all 2d TOENAILS 2820 LOCATION INCLUDE(6)l 2d TOENAILS (FJM 2570 HGT-2 W(15)10d NAILS AND (2) SM' A.T.R. HUGT2 W V 01 Od NAILS AM(2)'5/8"AT.R. FRAMETO W 12• EMBEDMENT w1 SIMPSON"SET" 10690 W/12"EMBEDMENT W/SIMPSON"SET" 7020 9790 MASONRY EPDXY(HGT.S FOR 3-PLY) EPDXY(HUGT3 FOR 3-PLY( FRAMETO FGTR W(18) 114• xT BOB WOOD SCREWS RFUSWI(12) WES WOOD SCREWS AND 7100 0 MASONRY AND (2) TITEN HD ANCHOR BOLTS 3400 4725 (4)&4'x6"1PrEDGE-BOLT (1) LGT2 w/ (16) 18d SINKERS Ji FRAME TO &(7)1M"x2-1/4"BTEN2 1760 2030 MASONRY SEE NOTE#8 BELOW 99MASONRY/ FRAMETO (2)LGT2 w/(32) led SINKERS &(14) 1M" x21 W TTEN(2 PLY TRUSS) 3�F (2) LUGT2 w/(32) 16d SINKERS &(10) 1/4• x W WEDGEoOLT(2 PLY TRUSS) S240-F 38WF 4520-F FRAME OR 2B) 16d SINKERS FOR FRAME BRA) OR(32) 16d SINKERS FOR FRAME IEA) 9MASONRY/ 9 FRAME TO (2)LGT3 w/(24)1/4"z W BDS SCREWS &(8) 3W 6"TITEN(2 PLY TRUSS) 4730-M 6670.M (2) LUG73 w/(24) 19'x 21? WM SCREW88(4)&8"x6"WB(2 PLYTRUSS) 8460-M 7060fN FRAME x OR(52) 16d SINKERS FOR FRAME (EA) 5016.E 696DF OR IN) 1 W SINKERS FOR FRAME (EA) 8480.F 7710-F O BEAM TO HU410 OPT HUG410 vd(18) 16d&(10) 1 Od G92680 H0410 OPT HD41 ONE w/(20) i6d&(1 M 10d G#3080 BEAM NAILS U01895 HAILS U11950 BEAM TO HU4100PTMIC410w/(1S)TTEN BMW HM10 OPT HD4101F W(20) iH"x H' G#3368 ©. MASONRY 1 114"x23140&(10)tOd NAILS U#I8W WEDGEERMT&(10)10d NNLS U4650 BEAMTO HU4SOPTHUC40W(6)10d NAILS& G111mo (30000 HD48OFTHL40W/(S)10d NAILS& G#1625 G#201E 9 MASONRY/ (1Z1M'x23W'TrTEN(TOMAS.) UW980 UWIIW (12)1Wx23/4•TAPCONSITOMASJ. U61030 U9850. FRAME OR (12)16d & (S)10d (FOR FRAME) SYP-F SYP-M OR (12118d & (6)10d (FOR FRAME) SYP.F SYP-M FRAMETO (2) HETAI6OPT (2) HETA20 1920 1920 (2) HTA19 OFT M HTA20 1870 ® MASONRY i-PLVw/(10)10dR 2385 2365 7-PLYw/(10) 11/2'OR 2430 2FLY w/ (12)l6d )16tl 27LY w/ (12)(12) iBd HTSM16w/(B)10d NAILS AND(4)1/4"k21/4" 955 1110 HTWM16 Id(8)10d NAILS AND (4) 1sV'x134' 1145 1225 TO T WE OR -BOLT OFRAME MASONRY ORNS HTSM2) W(10)IIM NAILS AND (4) 1Wx21M" 955 1110 HTWM20 w/(10)10d NAILSAND(4) 1M"x1&4" TAPCONS WEDGE -BOLT 1145 1225 OFRAMETO P NIBS W(8) Bd x112" NAILS AND (2) 32'x4• 780 1110 MASONRY TITAN HD DTT2ZM(8)I14"x/112"SDS WOOD DT9-TZvd(8)I/4"xt112"WSISWOOD ® FRAME Tp SCREWSAND(1)1a'9AT.REPDXIEDw/ 1835. 2145 SCREWS AND (1) 12" 9 AT.R. EPDXIED W 1510 1835 MASONRY SIMPSON'SET"(SEE NOTE H4) SIMPSON'SET (SEE NOTE N4) FITTS W (M 16d x212" NAILS AND (1) M8" 2 HTT45 .1(26) 16d X212"NAILS AND (1) O FRAME TO AT.REPDXIEO w/SIMPSON"SET" 4375 5090 Mr'Z&T.R.EPDXIEDw/SIMPSONSET" 5006 MASONRY SEE NOTE#4 BELOW) (SEE NOTE 44 BELOW) HTT4w/(18)16dx2ltZ'NAILBAND(1)5/8"3 HTT45w/(18) IN x212" NAILS AND (1) OFRAMETO S AT.R. EPDXIED w/SIMPSON SET" 3640 4236 MrZ A.T.R. EPDXIEDW SIMPSON'SET" ' 4160 MASONRY (SEE NOTE 04 BELOW) (SEE NOTE 04 BELOW) O FRAME O HIOSw/(24)10dz110NAILS 785 910 LUOT1 xd(23) Bd xl 10 NAILS. 875 1045 FRAME RT18M 108x 1385 1395 U O MASONRY MASONRY 1/4'TSWOOD BCREW381511M"z21/4°TAPCONS SCREWS 7W 780 1Wx TAPCOAll.S& (4)1M"zi &4'TAPCONS VGTwl(16)1/4b -SDS WOOD SCREWS& OFRAMETO MASONRY (1)5/8"3 AT.R EPDXIED dSIMPSON'SEP` 3565 4940 . w/ 1T MIN. EMBEDMENT (2) VGT W (32)1ANY SOS WOOD SCREWS OFRAMETO MASONRY & (2) 5W3 A.T.R. EPDXIED w/SIMPSON 5170 7185 "SET' wl 12' MIN. EMBEDMENT FRAMETOHDU441DS2.5W(10) VGTwi` (16) 7M"x3• SDS WOOD SOFEWs a MUGT15 w/22j 10d NAILS8 HTT46 w/(18) O FRAME iM"X2la' BOB WOOD U85 4585 1 Od NAILS & (1) "2 AT.R. 5/8 4100 SCREWS 8 (1) 8/8"3 A.T.R. OFRAME TO 2)HTTS*W (52)i6d'X21/2"NAILS8 4375 5090 (2) HTT45 w/(52) 16d'#1/2"NAILS - 5005 FRAME (1)SB•9 AT.R(SEENDTE#4) a(1)&&'a AT.R.(SEE NOTE A) GFNFRGI MNNFCTfY1 NOTFT 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS BEAMS w/(2) 120 TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON RAN. 3 G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMINU PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP INZ'%4" TO TRUSS VERTICAL WEB d (2) ROWS OF 1Od NAILS a 3' O.C. STAGGERED. 5. 12" MIN. A.T.R. EMBEDMENT 1D CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD W4'.U'aSYP W2(MATCH CHORD LUMBER SIZE) w/(2) ROWS 1 Od 4E 4"FROM END A e O.C. STAGGEPED CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF I FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT M' OR 32"O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB12/83.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSACF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3T GO MAX. 4(2)AT EACH CORNER. D.C. TO VERIFY LOCATION DOES NOT CONFLICT wfrJI (IF APPUCABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS.1(2) 12d TONAILS O MINIMALCONNECTORUNOONFRAMINGRAN. --- 1. CONNECTION FOR JACK TRUSS WOOD WALL OR BEAM MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES i01NTERIORIEXTERIOR BEARING WOOD WALLS ANO/OR PFAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE (RSH1 SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOE(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS C-S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL, AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIREb PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'$ 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 REVISION NL IF CONVENTONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, (6 IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. GODECOM FOR TRUSS BRACING AND ADDITfOlIl ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O,H. DIST „, F V PLIX %our' FILE c. -METAL DRIP EDGE C.M.U. OR ICE WALL 2 x. SUB -FASCIA SEE TYP. WALL --ALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENED 2X BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD OF EVERY OTHER TRUSS W/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYR. BLOCKING W/ (2)12d NAILS - CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE, 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148"X34" AT 16-O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE PAj INSTALLATION GUIDE I*) REFER TO THE PRODUCT APPROVAL FOR INSTALI H nPTall R (**)ALUMINUM SOFFITS> V-4" BLDCKING REQUIRED, FOR SOFFITS < 1'-4" MID BLOCKING NOT REQUIREG (***) VINYL SOFFITS > V-O" SHALL HAVE MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" /V \\������� gFtO P,,• Ns ' ` .• CF- ••� chi Q 10 �( U , r4 4Q FLO /,�����roROFESSIONPX-�� xN-i 1.0 Ib F ���i�5 Q �h� 4k At 4k 13 &I V$ BF, . d Dmw"dg W g8me} PT ra. Q2s&� w D. Y m2W d Imy,l W w�P� Zg o W 9-;z- M o 01 1% IL 2- aR a b a q a N G I s v o es 'J m k 8E5 Z W TT11 S-°Sb WWW.FDSENG.COIM ❑ u Q. O Z z N zY a a cf n z N Ln In m. ci w o 1'� p m O w --- Ln Ce d L/1 ZD cM Cz U - N E Lu s 0 F U rl a�om DAMS HOMES FLORIOA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: C LID / Ili co ca LD ci J 0) Z I- �2 M O J ED--- M o _I M (/) (1) UT LJ VI Model Name / Number: 2000 VT Plan Issue Date: Thursday, July 1, 2021 V77KA PROJECT NUMBER: 21-6357 Sheet: Of: LINTIEIa CHARfi / iiAVIT.Y4 Vill, T L�AC�5 Piis7; 2I100" leu A 3Cf STAN"QAR© LINT,Ei 5" r 71 'fRLs b. r. FTI A/� 77�� 71 PLIED ` r. L 1aLLi7 GRAVITY ftAVI IY L�iACS LF) UPLMFT iOAD $EA1� 1� OIVIP SIi MART..: 1 1`i'=41; 2 I 752P, 4 PF6,611 iT' g .' °--4`": .. S LS6�PLF 468.'PL 23 6 ELF : ' 3 P4F -16 / 1T .t .� 4�" 6 �SX', ' ` 465 PLF$F1 ,-1H /T4 ":. jI;,6' 6.i PLF :` 16$ PLF 162A PLLI :.,.' ; . , $PLF $F15 =1B / 1T , t 6:. glf,.,184 PLF" 12 PLF 17. 1�1 ,: 8"..PLF 8F."�5�-B /.1T , TYP. TIE BEAM W/3000 P.S.I. CONC, W/1 #5 REHAB CONT. SIMPSON SP4 W/(S) - 10d X 11/2 �1 SP6 OR SPS FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REHAB VERT. INTERIOR. REARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" 0.M.U. < 2'x #2 SYP/SPF P.T. W/ (3)1/2" X S" "J" BOLTS OR ,t (3)1/2' X e" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE - - • - PLAN FOR MORE INFO I M8031 .necnnrovnnnlnlcrnnni nrrnu I Nrs. I #5 REINF• 20":MIN. LAP BAR q #3 OR#4 REINFORCING T) BAR mod'. #R A #4 LAP RPI ICE 25" MI N. LAP # STD. AO° HOOK #5 REINFORCING BAR #5 1 AP CPI ICE SCALE:1"-1!O" 9 36" MIN. LAP #6 REINFORCING BAR * GBADE 40 U.N.O. #B TAP sPLIr.E MSO5 REBAR SPLICE DETAIL - GRADE 40 N.TS. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4"X Tk" 12" O.C. 1 2 x 6 1/4" X 2d.4" 12" O.C. 2 2 x 8 1/4" X 2aA" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS .FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, 'PRECAST- _---- - �UNITEL i m w (2)2X PT. BUCKS W/ 1/2" O.S.B. BETWEEN i FASTEN Pr 2X NAILER TO MASONRY i i i IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2- TAPOONS. SEE OTHER NOTE FOR SPACING REQUIRED MStl I 2x BUCK DETAIL N.T-S. ¢¢ FORM & GROUT SOLID �W o r 8F12-1 B/1 -#5 BAR CONT, RMS5 12" LINTEL DETAIL 3/4,,=ro- LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3D00 PSI .GROUT, MIN. 25" LAP (ACI 530) CONIC. SLAB SEE FOUNDATION PLAN FOR MORE INFO- NONSHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL: FILL BLK CELLS WITH 3OD0 P.S.I. GROUT ONE #5® LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOPOFSLAB I I FMS021 TYPICAL SHEAR WALL SECTION N.T.S. 0 O LINTEL PLAN SCALE: 1/4"=1'-O" ELEVATION "A" AND "CRT' GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS u7E 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. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL.. 5. (*) 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 WITH GROUT / U = UNRRFD 6 REBAR AT TOP R-RECESSED MIN. (1)R QO CL/R CLEAA QTY,OF REBAR®BOTTOM OF LINTEL CAVITY � 23 TOP MOCK OUT LINTEL, BLOCK F16-113/1T a MURK !!NOMINA1 LANITWOF � GROUT WIDTH ' #511®MAT #5 REBAR AT • TOP NOMINAL UTNEL CAVITY o 'EIGHTBOTTOF TTOM REINFORCING 75 8"ACTUAL PROVIDED IN LINTEL (VARIES) TVPF DFSI(:NATION 8' NOMINAL WIDTH QFNFRAL CONCRETE INTFI MATFRId1 A OFNFRAI INCTAI 1 ATION NnTFS 3. TIC Pretest Illinois MOO 19I. L P-lde ful mortarheadandbedldrks. 2. fC pmetressed lintel¢ =6000 heI Shore filled Intend as,squlred. 3. groutetl per ASTM Cd76 Pg=3(1D0psi w/ 3. hetelleam Of lintel must comply wlM the emhaxWnl entl/or structural drawings. 4, maximum 3/e• egad aM 8 m ],1' slump. A- U-Llntela arc menufactiond whh S�/2" long nolchee at Ere ends to accorrxnodde 5. Concrete masonry units (CMU)po ASTM C90 w/ mrticel cell mlMordngantlgmutag mme'Um no MA compressNa Strength=2000 q1. 5. All lintels moot or exceed L/SW wMcel deflection, exceptlirkdls 17'4"and 6. Reba per ASTM A615 Gratle 6D. Iongerwlth a nominal height of 8" meet of exceed L/180. PiestmaMrg spend per ASTM A416 grade 6. BMW fall added rebarty be loaded at Me bottom of the IInI be tty. 7. 270 low mWxatron. 7- 7/M" diameter wire atinibbe are welded W Uta boftcan steer far rrnchmkel anchorage. 7/32wireper ASTMA610- & Cldn"Aae Concrete ma/ be pranced in composite IlrHel In lieu of Concrete S. Mortne Per ASTM C27D type Ma S. maeonryunits. 9. Safe load ratinge Called on rational dealgn .."Is per ACI 318 and ACI 530 10. Florida PmdKt Apoovai No. 158.1 11. The exte l ease¢¢of lintels InsWbtl h eMarlo emcreM masonrywalh steel here a doadrg of stucco applied In acmdence with ASTM G926 or other approeed coding. 12. Unteh badad simultaneously w@h wifical (graft and uplift) and horizontal (lateral) I0ete-1 be chw1und functional. laedlrrgwhN ire hallowing equation: Appled vertical betl + Applied horizontal load `LG Seftieticalleed Safe horizontal load - 107010,70 8RFe4B/1T 8F"B/ST 0 0 0 0 8RF141B/1T SP18-1B/1T. ,4 0 0 © 0. 'n, 8F20.18/1T •` O O O O O '.• 8RF22-18/1T BF24,18/1T. (D IF281B/1T O O C 8F3216/1T REVIEWED 11' CODE COMPLI. ST. LUCIE COV BOCK` PRECAST "U" LINTEL w/ 3000P51 CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R R S0^ STD. 90 HOOK ANCHORS II ij iJ HOOK (TYP.)-� , Li 8 REHAB ON BOTH SIDES STD, 90 DEGREE ANGLE 3000 PSI OF OF U.N.O. CONC. W/1 #5 OIA - TYP. GOND SEAM REBAR x ]S" K.O. PROVIDE KNOCK -OUT LINTEL BLOCK BLOCK FOR FIRST FILL W/3000 P.S.I. COMPLETE CMU COURSE CONIC. W/1 #5 DY BELOW SILL A FILL SOLID REHAB W/ (1) #S BAR FDR ALL ' WINDOW OPENINGS 9'4" AND LAR INDICATES FILLED B" CELL FROM FTG. TO CMU U.N.D. BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25' MIN. LAP (ACI 530) SEE FOUNDATION SEE. tUNDATION PLAN PLAN FOR L®CATIONS MSO1 BLOCK WALL REINFORCEMENT ��plllU11111 1Nyyyyy RC \ ro ea U �o iRI of = /���iify/ROFE 8510,\ nlTnsrn ,gw 8a q ~ � OD 4k W At N 1iD 9m N Nt'n�o8 a a $S�_ my - Q �4iu W y Y .11 mF $ Z�g�giS �Z W b$'mrya i "mow �rRgm GO O ,� yy a MIT 8A9 GO 5 U 3V = N $ygl C' q WWW.FDSEIYG.COM ❑ ❑ ❑ Z v O Z ky Z � 4 Cf) a N I Cq m Z N n M }, �. (D - re Ilk N?dO� h � M iJ _ N EE 2 3: N -- I Q N O tl�D Q W DA HOB FLORIDA CONTRACTORS LICENSE NO. CRC1330146 i 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I� laaaaaae 4) C LO O v to Ln ti !9 O N U0 1H j z 1-Um a 0 J L. M o F Model Name / Number: 2000 F Plan Issue Date: Thursday, July 1, 2021 F KA PROJECT NUMBER: 21-6357 Sheet: I Of: m e Sl LINTEL_ PLAN (5) 1/2" DIA. x 8" "J" BOLTS FILLED CELL W/ #5 VERTICAL 2x6 #2 SYP P.T. 1I1///(2) 1WXV' WEDGE ANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. 1/2" X 8" A.B. W/2" 00 WASHERS SET IN TYP. FILLED CELL MIN. 5 PER JAMB. CONT. P.T. #2 — WOOD SYP 2" X 6" r P� ..TRIM A/ 2"x6" P.T. WOOD JAMB -__� --- �lv DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL 0 SECTIONAL ® OVERHEAD DOOR 0 ti o � b :a GARAGE SLAB q AS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.s. BLOWN -IN R-301NSULATION PER FBC ` AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) BLOWN -IN R•301NSULATION PER 12 ' FBC AND ENERGY FORM SUBMITTED I FIBERGLASS SHINGLES OR 12 WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES SEE PLAN ' TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT SEE PLAN VENTED ATTICS) PER FBCR 905.1.1 OVER APA (FOR PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT, FOR TILE ROOF (PER ELEVATION) i SHTG & FASTENERS. OVER APPOVED UNDERLAYMENT �.(l` I '�I -. ' PER FBCR 905.1.1 OVER APA I r ...' TRUSS ANCHOR (SEE PLAN) PRE-ENG. WOOD ROOF SHEATHING -SEE SCHEDULE-,j,� h.:nJ�tihJJ�.�til✓ SEE PLAN FOR TRUSSES @ 24" O.G [RSH] - ON FRAMING SHT. FOR — - - BRG. HT. SHT'G & FASTENERS. 1/2" DRYWALL • •. _.. TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • • ° ETAL DRIP EDGE i ! I TO BE INSTALLED ON OUTSIDE TRUSS PLATE 2X SUBFASCIA I u tr v a ,r u U u v Ir Ir u n r FACE 3/4"P.T. NAILER , •R - — — .SEE ARCH. - — - 1/2" DRYWALL PLANS ' tMETAL DRIP EDGE CURTAIN NAILER f 8 x 8 x 16 K.O. 1/2" DRYWALL 1 x 4 P.T. @WINDOWS d LINTEL BLOCK CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. S.G.D. N O.H. W/ (1) #5 DIA. REBAR & TO TOP PLATE WITH (4) H SEE ELEV. 3000 PSI CONCRETE : 16d TOENAILS S��' SEE ARCH' PRECAST "U" LINTEL PLANS SEE SCHEDULE _ 1/2" DRYWALL / SEE PLAN FOR HEADER SIZE U V i OPEN' 15/32" OSB EXPOSURE 1 ON MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED. ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. PLY ATTACHED W/ (2) ROWS OF l6d (OPTION) STAPLE: 16 GA. I. 3/4" STAPLE 0 2" O.0 EDGES AND FIELD. ON NOTE:WINDOWS. N R10IIA.EDROOM EDW/ a0PS NAILS AT 8" O.C. CONC. ALL LOCATIONS REVIEWED F „ SHOWN ON FOUNDATION - VINYL FRAMED WINDOW W/ SCREEN VERIFY PLAN N u & FLOOR PLANS CODE COIVIPLIAI (G.C. TO W/ FLOOR LOCATION OF OPENINGS IN WALLS. IF NO V ST• LUCIE^OUI EXTERIOR WOOD OPENINGS ARE INDICATED, FULL % /� BOCC STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS: —VINYL FRAMED WINDOW WINDOW STOOL AI W/SCREEN CEMEMITIOUS DECORATIVE PER SPECS PRECAST CONC SILL FINISH. 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4. u INSULATION AT CMU BLOCK WALL u 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM v EXTERIOR FINISH - 1/2" DRYWALL MORE INFORMATION). SEE TB13 SUBMITTED WITH PERMIT 'J Y (SEE ELEVATIONS) ON SHEET 6 APPLICATION FOR NAILING INFORMATION FOR FTG. DOWEL #5 DIA. REBAR R-13 INSULATION AT EXTERIOR WALLSHEATHING. I x 2 P.T FURRING 17" IN CONCRETE - 25" WOOD FRAME WALL PER FBC P.T.ZX #2 SYP. BASE PLATE 1 x 4 P.T. BASE NAILER EXTEND (ACI 530) ABOVE � �� � '`' FILE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN SLAB. ALL LOCATIONS SHOWN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN MIN. 6" FROM END - SEE WS07 WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB I SLAB INFORMATION _. TOP OF SLAB rL - _ _ - _ _ _ _�5_ , •.. , \ \.00 i GRADE GRADECLEAN 7R-- 3 SEE PLAN FOR Q "•Ny COMPACTED •. • � : iv O .a 9 RE -BAR Q UANTITIES FILL _ � • • I, 16'., FSEE OR FTG REQUIREMENTS REM NTN SEE PLAN SEE FOUNDATION PLAN VS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"-1' WS01 I TYPICAL WALL SECTION - 8" CMU 1 3/4"=1 \\�\00 W �6 U J 0 • O LL zz e aF ' LO V//, ROIEISIS%O"V"fol` w N 00 "a$9 � -8 d a sR 0 c8 '' ti o m afi_ W J fn V w FDSENG,WN 0 ❑ ❑ Lo Z Z O N to Z N Ln OCLI m 4m-c N $ 1 w f r §A O c Ln C9 ._ O wc]E �izs rF--.� CCOON DAMS HOMMS FLORIDA CONTRACTORS LICENSE NO. CRC133O146 3000 GULFBREEZE PARKWAY GULFEIREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: W V ® � (0 M LO rI 3 J ® ® _J �LV/LJJ �:D M o J W / (f) Lo LL. r Model Name /Number. 2000 TPlan Issue Date: Thursday, July 1, 2021 r KA PROJECT NUMBER: 21-635L7 Sheet: 6 Of: �R TYPICAL FRAMING DETAILS SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE t 2 X 4 #2 SPF KNEEWALL WITH ' INSULATION AT EXTERIOR STUDS @ 16" O.C. W/ I WOOD FRAME WALL PER FBC STRUCTURAL SHEATHING ON AND ENERGY FORM SUBMITTED BOTH SIDE FROM TOP OF WALL WITH PERMIT APPLICATION TO BOTTOM OF BEAM., ATTACHED (WHEN EXTERIOR WALL IS PER NAILING SCHEDULE. EXPOSED TO INTERIOR SPACE) SEE PLAN FOR BEAM SIZE 1 1 {w BUILDER FRAME RADIUS AS REQUIRED -4—2x BUILD -OUT BEYOND `\N\1\\1 IllitllfPpZy i OWN i WF38 KNEEWALL @ ENTRY FRONT WALL N.T.S. PROVIDE 2x4 ON TO ` 5(P 2 OF 2x8 TO BLOCK OUT zz 2 ROWS 12tl @ i TOP PLATE ATTACH w/ 3" O.C; OUBLE 2x4 �i •o • F 40.''• /u� (2)12d NAILS O.C. TOP PLATE I,,,/,Zi .RCIFE SSA. (SOLID BLOCK w/2x6) '�f•���+1liDl4ittl`� 2x4 STUD *2 PER PLAN 2X4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS(2) ON EA. TOP PLATE. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD T0. PER PLAN TOP PLATE W Sd 2 1 2" x 0.131 NAILS (SIM. W/ 2x8°_ o * NOT REQ'D. WHEN QT SYSTEM IS APPLIED ) 2x4 w/ 2 ROWS OF N Pw ti STUDS 12d NAILS @ 3" O.C. d �F IS IS CD D m co TOP PLATE TRANSITION =8 PIPE OR DUCT w/ OUBLE 12tl g PENETRATION THRU d m e m vi &1 o b W a TOP SPLICE � 8 0 v h TOP PLATE w/ MORE -� _. 3 THAN 50% OF TOP ROWS 12d®J a PLATE WIDTH INSTALL @ 3" O.C. v as S o 0 IL SIMPSON PSPN516Z `5 S IS w/ (12) 16d NAILS TYP. " s " IS 9 00 ED d TOP &BOTT. MAN ;�£F' Z.�, a a k NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE y, 2 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD ° £ W o w SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ r°-¢ $° www.RDsEn6 coM ❑ ❑ ❑ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD. TO to TOP PLATE W 8d 2 1 2" x 0.131 NAILS % O * NOT REQ'D. WHEN QT SYSTEM IS APPLIED z o NOTE: all, Z PLATE LENGTHS MUST BE AT z LEAST 8'-0" LONG. TYPICAL k ¢' WF17 TOP PLATE SPLICE DETAIL Z 3/4"=1'-0" : N Ln m w Eli � EI! 2x8 SYP #2 o TOP & BOTTOMums ATTACHED W/ OO c m (1) ROW 16d 2x6 SYP. #2 Ln NAILS @ 16 O.C. RIPPED w,'i � c \� N$ BOX HEADER DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. a c °° 4�m IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION 1z ® DAMS HOMES (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO O.S.B. OPENING G.C. TO WSd W/ 2 INSTALL (3) TITEN HD. EA. END (2)2x4LAMINATIONS W/(1) ROW OF STAGGERED 10d (3)2x4LAMINATIONS W/(2) ROWS OF STAGGERED 18d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d 5/8" x 8" EQUALY SPACED COMMON WIRE NAILS (D=0.14&", L=3")OR EQUAL COMMON WIRE NAILS OUTSIDE INTO EACHUTSI COMMON WIRE NAILS INTO EACH OUTSIDE PER SIDE INTO CIVIL AT NO BASE EDGE VIEW (ONE EFEQUAL (ONE OR EQUAL JACK TO HEADER, HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 WALL JACKS I KINGS I JACKS I ICINGS SIZE EA END JEA END I EA END JEA END LESS THAN 4° (1) (2 (1 >4' BUT <9' (2) (3) (2) (2) 0'-0" - 1' 3 4 3 4 HEADERANCHOR NAILED TO TOP PLATES, SEE ELEV. REV�E',Ic C HEADER & JACK (TYP) PRE-ENGINEERED WOOD TRUSSES @ Z MrQ �Q'DI r� NO. &SIZE OF � ULEE ILIJ�`1 . FLORIDA CONTRACTORS LICENSE N0. CRC1330148 HEADER SIZE RAFTER TIES UPLIFTC.N QQ LLU(JCC CC C 3000 GULFBREEZE PARKWAY &GRADE EACH END DOUBLE 2`7C4TT01r979IIG 10L GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA30 BOac BEAM SIZE DIVISION LOCATION: NOTES: I CONNECTOR REQUIRED "X4" STUDS @ 16" O/C 1) ADJACENT NAILS ARE OMEN FROM 3) FOR 4 PLY. PROVIDE 1/4'DIA..51/2' LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) sI A L Naas PENETRATEAT LEAST a/4^ of 4) REFER TO NOS MCT[ON v .3 FOR AT LEAST INSULATION AT EXTERIOR (3) 16d SP4 AT COMMON SEE PLAN 2X CRIPPLES @16"O.C. SEE SCHEDULE CRICKET AS REQUIRED Job Information: OF ADDITIOVAL INFO. THE THICKNESST AND WOOD ENERGY FRAME WALL PER FBC FORM SUBMITTED 24" 0, NAILS(TYP). FOR HGT. WLL SP2 TYP. r �" W/ AND BOTTOM 12d �� TOP AND BOTTOM WF.'37 TYPICAL COLUMNS DETAILS N.T.S. WITH PERMIT APPLICATION STAGGERED@2-ROWS 12" O/C. EA04 :• > * WHEN STUD LENGTH FACE OR 3-ROWS 15 LESS THAN 12" USE 12d NAILS STAGGERED SIMPSON SP2 @ EA. STUD HEADER PER LOCATION _�'�► LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 APA RATED STRUCTURAL SHEATHING O STUD WRAPPED OVER OR GREATER HEADER MIN 7/18" FASTENED TO TRUSSES W/ FOR OVERHANGS GREATER THAN • • : • FILL 1SL4 COURSES TOP PLATE &NAILED TO HEADER EACH SIDE 8d COMMON WIRE NAILS @ 4" O.C. C /'4,'. BOUNDARIES 6" 0/C EDGES & 8" 1— R.% 11/2" CONTACT FOR FOR SOLIDW/ GROUT. (NO FILL ALL HOLES IN DOUBLE 2 x #2 O.C. FIELD o FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) 7/16" OSB W/6d NAILS @ STRAP S.Y.P. HEADER W/ INSULATION AT EXTERIOR LO 0 0) 16" O.C. TO SIDE &TOP NAILER 1/2" FLITCH PLATE HEADER. (U.N.O.) WOOD FRAME WALL PER FBC W in .� � M Sod NAILS @ AND ENERGY FORM SUBMITTED N 2x W/ (2) 16d TOENAILS 8 O/C TYP' WITH PERMIT APPLICATION -r = > )` m c0i LO 3, EACH END TYP. FILLING AND BLOCKING AS (WHEN EXTERIOR WALL IS __ _ T1 " " m DOUBLE 2 x 4 REQUIRED FASTENED TO EXPOSED TO INTERIOR SPACE) mLO 2x4 SPF CONTINUOUS BLOCKING CRIPPLE sruD HEADER w/(z) Rows SIMPSON SP1 @ EA. STUD J LJJ M C Q " ATTACHED TO 7/16 OSB W/ QLO TYPICAL (U.N.O.) OF 12d 0 16" C/C UNLESS NOTED OTHERWISE 416d O ''^^ ''^^ L` J v/ V J (2) 8d NAILS. SEE DETAIL ABOVE 2"x P.T. PLATE MAIN SPAN ROOF TRUSS Model Name /Number: •'': F.F. SEE ELEVATION FOR ROUND/ i/2" x s" "J" BOLT 2000 OVERHANG ; ,' . ; ;:•, ':,; , ; ;:' ' • S UARE TRANSOM 2 x 4 STUDS TYP. @ 24" 0/C MAX UPLIFT CONNECTOR •N.g •• r r r CMU CMU SIMPSON H174 W/ (18) NAILS &A 5/8" 8" x 8" x 16" K.O." ' (SEE SCHEDULE) V Plan Issue Date: EXPANSION ANCHOR BLOCK W/ 1 #5 CONT. n . r , • r r W/ 6" EMBEDMENT U.N.O. oaFN ` OR 8 GARAGE " BOX HEADER Thursday, Juiy 1, 2021 ' ,, , • • W/ (2) A35 STEP DOWN CMu WALL VI KA PROJECT NUMBER: EACH END * * HOLD DOWN CONNECTIONS - FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOT REQUIRED @ BEARING P.T. BOT. PLATE 21-6357 I, MAX NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WALLS WITHOUT UPLIFT Sheet: of: WINDOW OR DOOR OPN G WF42 KNEEWALL ABOVE MASONRY WALL 3/4"-1'-0" MS18 RETROFIT WALL OVERHANG DETAIL N.Ts. WF39 TRANSOM DETAIL AT ENTRY 1/2"=ro" WF09 WALL HEADER DETAIL N.T.s. TYPICAL WALL DETAILS ' *DIAGONAL SPACED AT 20'-0" O.C. MAX IA SAME SPACING AS BOTTOM CHORD LATERAL BRACING - TO BE LESS THAN - OR EQUAL TO 45° MINIMUM 2"x4" - - CROSS BRACING (SEE PLAN FOR LOCATION) -' BLOCKING oo (3) 12d PER JOINT CONTINUOUS LATERAL BRACING- , NAIL OVER X-BRACE AS SHOWN- - CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPA SYP w/ (3) 12d @EACH TRUSS WEB T601 TYPICAL CROSS BRACING DETAIL N.T.S. T11302 TYPICAL CROSS BRACING DETAIL N.T.s. IIIN/rprr�`'i VIDE 2X4 MIN. BLOCKING AT \\`\````\`�ROLO `� Q., NS .. '• TER LINE OF HIP/RIDGE, TYP: EEN TRUSSES W/ 12D (2) S EACH END TO TRUSS TOPHl RD ,% LO '• USS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING !�•y� ',,Allf? tNA WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP \ �G.T.SHEATHINGADD TRUCTURAL PACE 1(IIIIST, 2X4 ALONGSRIPPED 2X4 SYP #2 TOP CHORD WHENAIL TO TOP CHORDTO PREVENT SHEOF HIPPED TRUSS W/ SPAN FROM EXCEHIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EG.TSIDE OR BOTH IF (2) 12D NAILS MINIMUM (3) 12d LMINIMUM ROOF SHEATHING AT 12" O.C. MAX PER JOINT 2"x4" SPF OR m ` SEE SYP TRUSS BRACING * SPACED AT 10'-0" MAX N m Ul a c w$F a d PLAN (— 1 m r 40 "sd ID m r P Q U m LL u_ ti 2X4 8 OCKING J S m 1 �� �� BETWEEN TRUSSES HIP TRUSS 15 1 e H°w a m Q g a - SF CT a�,a,�d n y �a a w 3 LL ag°' T603 HIP /RIDGE BLOCKING DETAIL N.T.S. TB04 ETAIL TYP TRUSS BRACING OVERLAP D ( ) N.T.S. w LL N O r "+ a WWw_FlJBENG.COM z ,, TRUSS NOTES: z (') QY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1.2014 APPLIED, AND �✓ (IAUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING 15 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT z ' IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. � LL Lu 2. ALL BRACING IDB,CS,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL u LATERAL BRACING SPECIFIED BY TRUSS MANUR SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. V 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT O LL' M C ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. CO SEE TYP. TRUSS BLOCKING DETAILS L) N E SHEATHING N L � o y 7 !. �N 3 TO 4 2x4 AS SHOWN u 00 0 SPACESTRUSS ALTERNATE TRUSS DIRECTION C s Q N o wo r� Q W RUS � DAMS HOMES I VERTICAL SCAB 2X6 42 SPF 48•' O.C. SEE (2)-1 NAILS W/ (4) 12d TOP &BOTTOM OR H5 TRUSS I SEC ION TO EA TRUSS OR HCLR/L.L IN PLACE OF (4) 30D Tj FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED @RAFTERS GREATER THAN 8'O" •••• B-B 3000 GULFBREEZE PARKWAY SEE PLAN ou SUE TOP DauBLE PLATE TOP PLATE `' C REVIEWED FOR GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS SECTION B B 2x STUD WALL COMPLIANCE LULOCATION: PODIVIRT LUCIE PORT SEE PLAN CODE ST. LUCIE COUNTY. CONV. FRAMED RIDGE ♦ n: Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 BOCC (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4)12d NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED � EACH TOP & BOTTOM OR H5 OR G. SIDE W/ 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl B REQUIRED W/ (2) MTS12'S REQUIRED @ RAFTERS GREATER THAN W-O" COLLAR TIE v EVERY 3 d SH EATHIN RAFTER O CB 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) CP EACH END, CONT. EACH BAY p In B TB 2X4 SPF ALTERNATING DB WOOD SCREW EACH TRUSS FILE COPY W p M 48"X&1,2" BLOCKING OR H5 � 48" D.C.O.0 N PRE-ENG. TRUSS ^6 6 CONT. ROOF SHEATHING AT TRUSS TOP N STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP- ` ' ' ` /A/� a SJ vi SEE PLAN FOR CONNECTION B O Z) M O 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM / J v /) / U) LL TRUSSES W/ (2)i12d NAILS Ca AT 8'-0" TRUSS ♦ Model Name Number: EACH END MAX 2x6 RAFTERS L'E 2'-O.O-C. MAX. W/ (3) 12d COMMON 2000 WALL BELOW TOENAILS TO RIDGE BEAM RAFTERS OR SPANS LES - (SEE PLANS FOR TYPE) 4xA FT 0 2'' OFC MAX W / (3)10DAN CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD VI Plan Issue Date: T & B CHORD BEARING SUPPORT Thursday, July 1, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING VI KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING 21-6357 Sheet: Of: TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.Ts. ROOF FRAMING AND BRACING DETAILS W L-1 TMERIVIA-TRU INSTALLATION ��0 KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2.1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck, Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/1611 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 EVE L. 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE an 3" 6" 3„ 3„ 3n - 3„ 3" � III - _ — - _ 111 E I 1 3" 3" DOUBLE DOOR W/ SIDELITES 7q 1E n 6' PACE VENLY t" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 19-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA, CONCRETE FILLED PVC. PIPE. 0 I TOP OF SLAB c� 00 Z I -II -II v _v it v o z I ' e 16" MIN. DIAMETER ° " I CONCRETE FOOTING PROTECTION BARRIER DETAIL 3" SPACE EVENLY OIA' Y� e• 8' B^ B 8• - SEAIANTL NAIL SHINGLES O / 1I1 R 12 GAUGE ROOFING MAILS. 3/8" MIN HEADS. O 6 2PER SHINGLE. e T° a to use in 5th(ote aver SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TENURED, PAINTED BEHIND FLASHING EVER. WALL FINISH AND EXTENDING A .LOCATIONS MINIMUM Of 6• LV. VIEAT TICAL RISE FLASHING OF FLASHING VERTICAL WALL C FLASHING CONT. FLASHING KNEEWAU_ AT wNEEWALL T ENTRY NASTERsm SEALANT ROOF7j a"XFHIGAALVS r FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED ePLASM 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 'a' . 1/2" DRYWALL FLAT HD."TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 161, C.C. 1/8" SHIM SPACE EXT. FINISH e DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S OTHERS 11/2u MIN. EMBEDME)NIT BY !X WOODTHERS MAME 08 WOOD SCREW MIR O.'A, WINDOW HEIGHT -. INTIEOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 4' Maximum Fastener Spacing (lambs, Head and $111) Wall Femlre: *2 Sprure/Pim/FIr or Now 9111pa1e screw #Ip Strewa minimum, anebrion Glazing Bead. 1 318- Mounting fin Section V iew atterjw View! ofCmsa Rued 90rlbN '. MMmWn 112' ~•`�Sigmne. eferiar Sheathing _ Note: We strongly recommend the use of flashing aM/orAashing tapesandslllpans asstatedla ASIN E1111.01. HoWnW, athinly ar/atlon In mdesand building types, It /stMup to the end tendur to detenn/ne thoprelperinatalkUM orMeae/larbk LfAVETME:9U901E WBAP OM Sefote krstaWng Vow wmdcA, the Wlithewop may be Pined back for Mspeduon, bull pieal a fe-sn "W Mgr W . tinsel the blo:M fMM scratches and odrer damage will MtWlon lswmplete. .. Sept Measure to be sure the opening Is 31W to 1/2"larger than the window am both Vertically and AodtmtaNy. " Tot may wish to predrill the installation holes In the In at this time. Mepepswithad halls Me hlaNft hnffi and not nanssoo Step 2 Apply a geirerema bead of Atone W the backside of the mounting feG Use enough saLvne to sufficiently fill all voids between the On and the wall emesthin . Sep 3 teen the window Into Use opening from the outside. The window H labeled "inside and "ola9Me", but d these labels have been removed, the glaong bead M Wd always be to the inside of the bull . Step 4 ttstaa shims under the sill, adjusting them urd the unit Is plumb In the opening. Slims spadtl be installed under the sill every 2 feet. The wkubw should be hasloallif teetered in the opening with no more than 1/4" gap between the window and wall Naming. Reps IrWnI a #10 x 1. 2'screw V from the oomer of the fro at 00 and or the hard, sill and both' mbs. Step 6. 1eUllmeremeinilgfascenersin8"tncremerbfromthecarersaewstotheren ofeKhframemember. Usecareimtbmer- tfghten the spews and pull them Nmugh the fin AM make sure the snows o in *$W t anal do notauee lax frame to bow. Wall framing should bea minimum of #2 Spmce/MneJFa. Fasteners should be#10 loews ofsufficient length to 861m 0/8 ehaben mey the wall and no less than 1/2"from edge ofnamm. Fastener nt'085 needM meacit sick of famemaedeve 8° n of name Member 10" M 26" 39" 42" 50" S8" 60" 74" 82" I 9o" I9d" Number of Fasteners 1 2 1 3 1 4 1 5 1 4 1 7 2 9 10 1 11 1 12 1 13 Remove excess alkone uesee our Imm around the En and for holes or molds. Ike salmns, to fill any folds. Step.8 If desired, a foam Insulation on beapplied m the interior gap between the window and wall framing. If applied, ddsmustbe fhe NON EXPANOINO TYPE FOAM. Step Sine these windows arc typically used in roans with Ngh mosetum,le; bahraoms, it Is recommended thal the gap between the window and well naming also beseekd with sllkore and Wiled so as not to inteAere with Use installation of wallboard, Clem trim. Step 10 Once all construction Is complete, remove the bubble wrap from the Inside and outside of the window. 1f necessary, dean the Necks with mild dateagent and warm water using a sort cloth. Failure to follow these procedures will void any and all warranties. IF L GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. m 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. »y p 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. s P F do 1t0n cc g Q N 9k * fi SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION P g pgGgg a AND CALL OUTS. � �,Mgs a a I( _ 6.0-fi U] Y Product Approval Submittal Affidavit ���� Q z2EX. 3 o in Building Address: Contractor: m Ae m gm m 2IL J Building Permit: gig' oLL a� K Product Design Manufacture Model # Attachment Approval #� m J Pressures Method a§w r www.foseA'a.doN ❑ ❑ ❑ Roofing: 1st Choice. COUNTY APP. IKO Industrues, Ltd Cambddge AR NAIL SHINGLES W/ 12 GAUGE ROOFING AD FL30310.1 z 8 .;�._. NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Z W/ 3/8' MIN PENETRATION THRU SHEATHING " IN Z 4 Q ROOFING VENTS: DADE I Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL," COUNTY APP. t "Off-dd a ve t" 1" FRO M DG A 4" O.C. TYPICAL FL21580.1 R-2 z N Ld3 0 M ROOFING UNDERLAYMENT: f w TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND 1st Choice PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL12328 R9 R905.1A Overhead Garage Doors: ru _... 1st Choice +30.0/-30.0 CLOPAY 53W5 U _ N E 16 x 7 2"x6" P.T. WOOD JAMB WITH FL18546.8 = pm 53W5 (5)1/2" DIA. x 8" "J" BOLTS — g 00 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.84 x Mpg of Swing Doors: ®a in o 1St Choice +67.0/ 87.0 FIBERGLASS DOOR ALITE SERIES LL ONE TAPCtl S MIN, 4"2x BUCK FROM ROMENT OTOP & BOTTOM FINTERSECTIONS FL2046 BE ATrACHED I 61.12 +67.0/-67.0 THERMA TRU-CCRP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 DAMS HOMBS FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PAT PROD FFL1521s z 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 1st Choice MI WINDOWS & DOORS I SERIES 420 SGD FL15332.4 DIVISION LOCATION: Alum.r Inf d MI WINDOWS & DOORS SERIES 440SGD REVIEWED F PORT ST. LUCIE 2nd Choic Alum. reinforced 2.12 V I Job Information: Windows: +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS THIS PAGE) FOR UN TAL FL 17676.9 1st Choice Si a Hun (fin) ANCHOR WITH MIN. 14A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE R LEOtw(#8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICN6TAIEN T10TN THROUGH TO VIDE BUCK U E 8 WOOD FO WOOOFBUCK. FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES SUFFIENT LENGTH TO ACHIEVE lens" INCH MINIMUM EMBEDMENT FL17676.2 Single Hung (fin) IN WOOD SUBSTRATE. MI WINDOWS 3Hun50g0 (NSERS nleIES)frameingl FL178944 ss Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE d 1st .Choice MI WINDOWS Mullion 316" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVEA 11A FL 18504.1 C M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM y lion EDGE DISTANCE FL 15804.2 N M Fixed Glass: FILE WFY > 3 to 1-d �o 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 J J N WITH MIN. 144 EMBED. TO ALL FACTORY DESIGNATIONS L 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: +66.0/-71.6 KAYCAN LTD Standard vinyl Staple h on center In dlrectlon 1St Ch01CB of length Plygern / Varifonn I Plygem Double 5 1 Double 5 standard (vinyl) 10" Double 5 standard I standard Anyl I staples solid 144 vented • 145 Hurricane Panels: DadeCounty App, ALL AMERI 24" Ga. 24 GA, STORM PANELS 1st Choice SHUTTER &GLASS Stone Panels 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. # 56120 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: I—MUm x-i ®J11 Z) M J m (xn (n VI Model Name/ Number: FL16503.4 R5 2000 FL12194.1 rL12194.2 V1 Plan Issue Date: Thursday, July 1, 2021 FL16293 R3 ® KA PROJECT NUMBER: 21-6357 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) Z= FOLD UP WEATHER FLASHING REQUIREMENTS MECHANICALLY FASTEN AS / BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH ., ! RESISTIVE TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING DOOR ROUGH OPENING TO BE LASED, R703.1 General. Exterior walls shall provide the building with a weather-,psist rnt exterior wall envelope. The exterior wall _ WINDOW UNIT envelope shall include flashing as described in Section R703.4. i-WEATHER REBIBITIVE BARRIER WOOD FRAME CONSTR. SLOPE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the TAPE s EXTERIOR SHEATHING SELF -ADHERED FLASHING 3/4'1"BEAD OF CONSTR. ' BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 In SELF -ADHERED 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 JOISTAND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) WALL BY 6 IN. UP JAMB S'. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS D E TA I L S 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 No. 15 \WEATHER all exterior walls asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer net less than 2 inches. Where RESISTIVE UE:1 SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water-realstive BARRIER SEAL TOPS OF JOISTS //% / PER FBC-R CURRENT EDITION 703.7.3 ( ) barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a UNDER DECKING manner to meet the requirements of the exterior wall envelope as described In Section 11703.1. SELF -ADHERED FLASHING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least HEAD FLASHING TIE-IN INSTRUXTIONS WIRE LATH Detail Instructions equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer a separate continuous flashing In RIM JOIST provides plane and any (installed accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather Refer to the number marked as in each detail that corresponds t0 the to the water -resistive barrier is directed between the layers. resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items In the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape22 O 0 2 PAPER 2� 1. Install Self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper greater than that of 60-minute Grade D paper and is separated from the stucco b an Intervening, substantially nonwater g P P P Y g, absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shinglefashlon or in accordance with the manufacturer's instructions. Metal flashing shall be Corrosion resistant. Flud-applied membranes used as flashing shall be applied in accordance with the manufacturer's All dashing shall be applied in a manner to prevent the entry of water Into the wall cavity or penetration of Scale: ITS SELF -ADHERED FLASHING FLANGED WINDOW q P ®I _ SELF -ADHERED FLASHING IWPO2CEMT. SELF -ADHERED FLASHING W FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and waInster to the water to the buildingstructuralf e framing components. Se membranes used as flashing shall comply with _ " �� adhere to Substrate using a Square piece Of flashing material (1 X 6 fenestration algid at t AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING 3W-1" BEAD OF CONSTR. !INSTALL SELF -ADHERED ADHESIVE TO ASPHALT ADHESIVE 6. Fold a5 shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved lashings shall be installed at the following g locations: .FLASHING JAMB &HEAD THRESHOLDF DOOR ANDUNDERRETURN SEE ADHESIVE SELF ADHERED FLASHING 7 comer may vary, adjust folding of the flashing accordingly to fit 47 rq// LETTER ON CHEMICAL EFER TO TECHNICAL 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING - (SEE DETAIL WPO1) tight) o Come 6• Mechanically fasten BS necessary. 1 Exteflor and Flashing at rtc rior window and door extend to the surface of s a,\```x\ii\►O►t1 � •'•. COMPATIBILITY , SCORED RELEASE PAPER exterior wallfl finish orow to o the wateroor eslstive barrie. omp complying with Sectlonopenings 03.2 for subl cally bsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed \` ' •��, Q �• NS E �� SELF ADHERED SELF -ADHERED FLASHING, ��. • IaeFeaE FOLDING, SCORE in accordance with one or more of the following: �/ ;•. G� +x O �' t1f, F FLASHING FJ(TENDA MINIMUM 8" VERTICALLY FROM neLEAsa Pn EHTOEXPOSE ADHESIVE AS SHOWN) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the OG - Q ''. �O' BOTTOM OF fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashingIJ instructions or details are not flashing shall be installed the door THRESHOLD provided, pan at sill of exterior window and openings. • • 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 �� ••• •, • F 1.••' NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection �i 'Z//irk/SRO SECTION -A (SEE DETAIL wP02) SELF -ADHERED FLASHING at the head and sides, g g gn professional 1.2 In accordance with the flashingdesign or method of a registered desi F E S$\O //•rf7f/)H11%W1 t" SELF-ADHERED SELF -ADHERED FLAS2 OO 1.31n accordance with other approved methods. 1.41n accordance with FMA/AAMA 1.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. SELF -ADHERED FLASHING Ii 52. At the Intersection of Chimneys or other masonry construction with frame or stucco walls, with NAILING FLANGE t I; projecting lips on both sides under stucco copings. 1 2 DO NOT FLASH OVER - � SEAL TOPS OF JOISTS t UNDER DECKING 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. BOTTOM NAILING 8 (SEE DETAIL WP07) 2 ] 'b 2 FLANGE o. 5. where exterior porches, decks or stairs attach t0 a Walt or floor assembly of wood -frame Construction. 6. At wall and roof intersections. g'<v5 F 8 t 'R 00 °- £To SELF -ADHERED FLASHING FLASHING SELF-ADHERE��®� SELF-ADHEREDINSIDE HALF ROUND WINDOW EXTERIOR D OR WITH DECK P®J" yg g� 7. At built -In gutters. w SELF -ADHERED FLASHING Z o 3 DECK PROTECTOR I'"jl'!di ., E l" 8 _ _ _ SHEATHING ff 7/8" Cement Plasters IS $ 2 z a - - = �- --- - " 7l8" Cement Plaster in accordance with ;1 . � 0 � a 0 rn o �d - In accordance with v a o 0 -- - - SELF -ADHERED ASTMC926 ASTMC926 9 W t' m .,... FLASHING PATCH Felt backed metal Felt backed metal r°- wAnv.Fosehc.GON ❑ ❑ ❑ FLASHING: r lathe in accordance lathe in accordance " withASTMC1063 LO SELF -ADHERED wnthASTMC1063 ? a,;;. l DECK PROTECTOR - -•!' Z Building Paper Building r nO zZ- "w 7/16" O.S.B. b .SP.aB. w I I %%. sheathing %. sheathingDOUBLE ti In SINGLE JOIST i Metal Keep top edge o O rNi) 10 JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING t I Flashing'_ of weep screed l y: LL 'D �� 2" 11610W top Of 31/2 block ��� u+ o m 2 3"MIN 4 I Unperforated Vulcum Flange 7/8" u 0 u 2 o 5 Weep Screed cauk bottom joint only 1 Y m rO m I Maintain Bottom of Metal Flashing 3-1/2" Unperforated U �w.E r. r 0 = v ^ SELF -ADHERED FLASHING p ']W \H0.8362x;DECKJOIST j� ®/ SELF -ADHERED FLASHING OUTSIDE CORNER =PO 8 APPLY LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN � Ij ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE { c !. i Weep Screed Flange 7/8" Weep Screed 1 1/2" to 2" U (no 00 ® Q INSTALLATION OF THE BUCKIRECEPTOR. !i Above Roof 4 cmv o m a 1/2" Cementitlous Sheathing Decorative Finish °° -- I glm __ , III DAMS HQMBS RIM o,o • • o, All inside and Outside Corner Will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT I ••0• need to be miter •''9 3000 GULFBREEZE PARKWAY CEMT. FIN. BUILDING PAPER SLOPE III j cut and caulked all Cement Plaster buttj'�' ed to in accordance becauin GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: SLOPE with ASTMC926 p� 'all PORT ST. LI�CIE 0.3 n SLOPE12.0 in n ::.0.i 0.3 2.0 in (0.6 0 61Cm1 30.5 cm ) 0.3 in :12.0 in 0.6 cm : 30.5 cm ( ) over wood 2nd floor S U E COUNT"'' 0.6 <xrl ) Jobinformation: /■w+�/%�� OCC SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN; BUILDING PAPER WIRE LATH 1/2" Cement IV V SELF -ADHERED FLASHING Plaster Finish a� LO WIRE LATH Block 2 � et M BUILDING PAPER --_ BUILDING PAPLR .'. .. o i Cement o, £ Scre� P � \ / urC tin .H �. . . , . d Plaster over block s O J LU ZD m EXTERIOR Istfloor ` J In L2 WINDOW UNIT CEMT. FIN. Slab Install bottom VI Model Name / Number: edge of weep screed 1" below 2000 finish floor Plan Issue Date: Thursday, July 1.,2021 OPTIONAL DETAIL 2 2 KA PROJECT NUMBER: 3 33 Note. 21-6357 The building g paper and metal lath must be Installed (Jver the top Of WEEP SCREED DETAIL _ _ sheet: Of: `�,® 10 SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 SCALE: NOT TO SCALE CEMT. FINISH WSELF-ADHEREINDOFLAW HEAD V F6 I CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL the Weep Screed. WATER PROOF DETAILS V 1 _ y \v/ I I Arts COVERED PATIO I I I ( D} �.` =f I DSL 25 SH fj 23 SH i 23 SF } 14117= _i11E==P10 I::.I -- EGRESS E�: HE SS 42X42 A/C SLAB BY BLDR MIN IOOK MAs9TER2' FROM WALL VAULT CEILING 10x6 lwcd .....................................:...._.45 _.: .. W: x - GREAT' 195 ;r - i VAULT Ctl9. 1 4x8 1 wcd ,l 11 9" ; 205 1 L...-- 14x8 1wcd 1 1 11 90 1 Ox6 1 wcd -'' "" "' " " - _ '` NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED Rf_H J. _ _ = 1 INCH UNDERCUT BELOW DOORS TO HABITABLE TAB ROOMS iol-q. TCLG. ; 8x4 cd i jE Transfer ducts/grills sized in compliance 6" I with Florida Residential Building Code-M1602.4 IIN VAULT x �, li balanced return air. 4 :. 4" . EXCEPTIONS 1-3 :..............'' ...............:<... ..........................' VAULT i 8x Gd 12" 1T7a 4 I BEPER VAULr CHUNG 14x14 rag' x14 5" bath duct DINING 6" �m _- _ ?Ll'-G FLAT G_G. [. to roof or wall cap loxs lwc 10 ` w/ standard 70 ` 50 10x6 1 cd 4-4• C cfm bath fan —light - 10x10 rag ::::::::::::::..»:.::........ .: 135 vA1lr w 6 ` s :..'!s...... 24x18 rag :a R/S 6' 10x6 t we "ig �t 50 1Ox6 1wcd N iu..LslofJ.1�'YJSJ_!a• loll V,WL:r CE!L CC 10xl:0 r FOYER _ VAULT CL G ._°-- Bw2 2 rtfi sa x4x g 13A. 2 ( t- Ns 5" bath duct-.^�,,;G 3033 to roof cap:...10 s �..:,.:::. a�;..,; .ARE S -- �P w/ standard 70 cfm bath fan 200 12xl2 ra 14x8 Iwcd - BE R0 3 lit 8'-0• CEILING 036. 26 EN ./•II Iv ' 1 1 w 1 4" dryer duct C to roof cap ATTIC ACCESS w/dryer vent box -tP ATE IN HELL 22' X W MIN 1 1 1 ---- 3 CAR GARAGE R' CQUNG 1 1 1 1 1 ; 1 _ i l i I AREA CAI-CULAilUNS 1 _- ^---' 8' Jf 7' OVERHEAD U40R _ f 1xF IUxR 200"4 S-K .. b SC' X 7' 6trTP.F3FAD D:x1R I TOTAL LMNG (AC{ 2004 &F. FLOORPLAN QARAGE 754 &F off, CGVER33t F_WW fRAW 45 S.F. � SCAT E: ].f4' = l-Lr COVER10 I'ATIG/LANIN 1:W &F. TOTM. lRFA TINDER ROOF � j;T g,., REVIEWED,FOt. CODE COMPLIAN ST. LUCIE COUN' BOCC FILE COS' Rating v L O� 0_ O Cn �p O � (Q 1 w Z o 0 — ry _ W Q Q O CV 0 m Q z \.C) N OLC) I Lf i m Lu > z z o w Q �- m I- Q W LL J V) IJ 0