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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R316.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE CO SS S G A 8 DAYS OF2500 PSI SLABS 3000 PSI COLUMNS AND BEAMS) A SLUMP OF 5" BATTING SYSTEMS, AND. PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TE MITE PROTECTION LABELED FOR USEAS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENS D PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL 13 7i MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1. ALL CONCRETE SHALL HAVE A MINIMUM V.P.E IVE TEEN TH T 2 ( ) ( I PLUS OR MINUS 1% AND HAVE 2TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND. CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3° WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TOASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS 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 OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE.I 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL 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 BE IMPLEMENTED. 1`303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACEDWITH 3000 P.S.I. FOR THE CONCRETE STRENGTH, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAFL20 1. CODE REQUIREMENTS: IT.IS.THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WE[ HT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (Fm = 2000 PSI) � 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM 0270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ? * FLOOR 1-JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7:2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIEDOVER ANY TYPE OF PLASTERING WITH VED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CODE-APPRCONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWOICOATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702A(1). 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.D. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR 1OFF, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 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 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 1. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 31&14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROAT SHALL BE FLUSH WITH TOP OF WALL *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL. ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2 WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY - R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHE RE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER W TH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND AN FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -REST TIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE i FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND. BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, 13EARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1"DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES,..ETC. SHALL BE REPAIRED WITH SIMPSON HS$2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO. STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 24DO PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: .ROOF DECK: PLYWOOD C-C/CD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. TOP CHORD LL TOP CHORD OL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 O 10 0 10 0 10 TOTAL (PSF) 37 37 1 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING R703.4 FLASHING, APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED WALL SHEATHING: 7/16" STRUCTURAL.I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) I COMMMENTS: NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/ 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS-15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT t 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE O VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 25.5. (+) 26.5 20 28.8 (-) 34.4 '.; .. ©. 0 50 (+j 24.8 (+) 24.8 e @ 5 YYY Q Q (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-0" 16'-O" x 7'-0" 1-) 51.3 (+) 24.3 (+) 23.3 26.0 GENERAL PRESSURE NOTES NOTES: i. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-O" 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. CTO CONTRA R TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. ' 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 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 H VAC t\\\\\I11111111U///� �"o`�� eR0 WN o r ,• NS E r v Q \ F a ffia o a o N (D In BF ■' co g .cw �8 o (3j]� yyy Q '. � G xJJa aJe xJJc �'0�2 5H c FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURERS TOP CHORD DIL 10 (PSF)fe INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL O (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES S 'B 15, m ��'� a wa SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES $ I a I ,� w y IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) E LL g 1,0 O �,@ a Q 3 BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER • ¢ (2; a q SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING _ m 0 W � rx J cg E J W pp W m 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM GRADE'LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOGIATION. i1 W 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: 6g ?L R a MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714, THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) $ 0 `� o 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) Sr n y APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) 9a www.wsv a.com ❑ ❑ ❑ • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. ' LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 0 (PSF) L9 • UNDER AND ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. STACK ROOMS 150 (PSF) Z • CONTINUOUSLLYY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, - o • 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 HAND RAILS (d) 200 (PSF) " Z N g 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) • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) a w STAIRS 40 (PSF) z UPLIFT CONNECTORS FOOT NOTES Ln M d.A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG gas - 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR {D 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 BHALL BE DESIGNED TO WITHSTAND A W w777 NOT NEED TO MORE INFO 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 ARFA EQUAL TO 1 SQ. FT. w 0 w BUILDER NOTICE: L MM 1 FIELD REPAIR NOTES GENERAL NOTES: 1. MISSED "J" 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 BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Interyt of Designer/Engineer listed In the titleblock of these W t o E " 8 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 8 6 PLAN FOR EMBEDMENT DEPTH AT. FLOOR STEPS.. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to = 0 P m 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OFTHE 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 L) e 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 DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to - \DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found In these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ 14)'A."x 2Y4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) WSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL 2 SIMPSON HGAM10 W 4 1 4" x 11 2" SOS SCREWS AND 5 1 4" x 2 1 4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement the Des! ner E Ineer without advanced 3000 GULFBREEZE PARKWAY �) / O / / O / / PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OFTIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER y g / ng FLORIDA 32563 NO. MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS. CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST. ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. GULFBREEZE, Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTr5.w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. VI Job Information: i6dx 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION r� �' 0"]­ DAMS E►C�Ln REVIEWED FOR s IOf Northwest Floridan CODE'COMPLIANCL CID IS � 3 ST. LUCIE COUNTY N • • BOCC ` z H Y U m N VI Model Name Number: 000 GULFBREEZC PARKWAY GULFBREEZE, FLO DQA 32-0))7563 3000 VI Plan Issue Date: Thursday, July 29, 2021 VI KA PROJECT NUMBER: I MODEL 3'000 FILE COPY 21-6773 Sheet: � Of COVER SHEET I 59'-4" 22,_4" 37'-0" 3'-0" 3'-10" ,-41, 4' 0" 516" 4.$', yy,_4" 11',8" 11.-S" ._0" J-6 1 9-w r _ _ _ I N J Mil GARDEN'�,� I �I iY 1 TUB i. F3.0 m F o3 3.1 F3.0 F3.0 , 114030 FIBERGL. It h W/' ' L .' SHOWER I -_ '._ ' ' q i� =o ' HOSES ; I,., - - - - - ' g FM03 ' BIBS ; "; a 3.1 1 7 �" T 6 7,:4" _ C.J. m , 9,-4" 3.-6" 91-6" ; 5,-0„ 7'-0" 2'_0" 3,$" 2,-0„ y,_0., 7'_0" y.$" 3,$" 4'-0• ; FM1 9 FM10 FM01 3.1 3.1 LAV r -1 LAV 3.1 J 1 1 1 , ' , CORNER `------------- '. -L �� ]------- -------- -' .STEP DOWN 4" ■ _ _ _ ___ ___.■ ■ ■ ■ ■ ■ ■ ■ ,______:.___---_ ------ __.____ _ _.__ _._______ ---------------- --------------------------- ---------------------------------------------------- ________ F2.5 F2.5 n 1 ; to ■ I II W 1�1 L J. L -_ - IJ ■ , 4 r OP , 1 MASON, TO COORDINATE W/ ■ ; BUILDER LOCATION OF ELEC. ; GROUNDING. SEE ELECTRICAL ' ■ SHEET FOR DETAILS L9 ; a3.1 ' N F2.5 a io n o FM01 0 r NDUI CHASE Ib'- o , Ll_ J DBL SINK ' W/ DISPOSAL, N 7,-0" ' ' O (,REF.N'-8"3'-0•,. T_7" 2'-7" •--_____________I--------------E— I 2'-6" `/ j---------- O\ ■ STEP DOWN 4" ' r' i Y fo o; HVAC O` W.H. ; _ III-� I 1LO rr=_ C? F2.5 N A/C COMP PAD 11 ' 11 a 4" CONIC. SLAB 1 1 1 1 VAN II I ) ' I ._. . 19'-4" �.. 4 I I W//0PROVIDIL — 771�]III$IIIIIIIIIILIIIIIIII IIIII IIICCICCCCC CL ,. ■ ' FORHVECUNITHASE -- -- - - --------' I SHOW FOR HVAC UNIT r _0 1 r A,Cr w I o F'M11 `.'---� Ir��l 4r-UI 3.1 ■ � iv LLB �j �.-. 1 I 11.. a VAN i qI W/CI y m {1 L _ ' C.J.IN ' ■ ■ IN 0o F4.0 F4.0 STEP DOWN 15 1/2". ' 4 iD I ' FM02 ' xIt It- 1'-8" ' ,-4" 7'-0" 1'-8" ' BBB o ■ ■ ; 9 q FMO2 F309 I q 3.1 v -- - - ---- ----- ------------- ---------- 4 1 � FM01 ' ,-4" F2.5 q 3'-10" 3'-10" 7`-0" 22'-4" 3'-10 L 3'-10" 5,4„ 59'-4" 2'-0" 16'-0" 20--0" 2'-0" FOUNDATION PLAN "G`° & "aC " SCALE: 1/4" = 1'-0" GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMUC ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FISERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. ' GC SHALL PROVIDE APPROVED SQIL OR BORATE TERMR TREATMENT. 3 • INDICATES FILLED CELL W/30GO PSI CONC. FROM FTR. TO BEAM W/ (1) M5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG, DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALLSLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O.ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OFTHE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED MEFHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PER FOOTING SCHEDULE MARK SIZE DEPTH REINFORCINGGRAVITY CAP.Elba] PL.O 1'-0" X CONT. 11.0" 2 46 E.W. BOT. 2000 F2.0, 2'-0" X 2'-0' 1'-0" 345 E.W. BOT. 7200 F F2 5 2'6". X 2'8" 1'A" 3 #5 E.W. BOT. 11000 F3:0 3'-0"x3'.0" 1'-0" 4#5 E.W. SOT: 15600 F3.5 3'6" X&6" 1'0" 495 E.W. DOT.. 21500 . F4,0 4'-0' X 4'-0 V.O" 5 45 E.W. BOT, 28000 F F4.5 4'6' X 4'-6" 1'4" 5 N5 E.W. DOT. 34500 F5.0 5'-0' X 5'-0" V4" 6,15 E.W. DOT. 42500 F8.0 6110" X 8'-0" 1'4" 7 45 E.W. ROT. 61500 LEGEND - INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING REVIEWED FOR :ODE CUMPLeIANCE ST. LUCIE COUNTY DOCC eq'o IN eo,�,dl►u1huAUry�i SE6. v C1 i •........• ,\1 z F 0 w ; t 00 =C I- �i m h s13� Bm R- Wit g2 .0 LL 8iha0 d - n o U S ®c WWW.FWENG.COM ❑ ❑ ❑ Z w Z .d. 04 a h V) 0M 0 1 ro W C p AlI U — A w � c�pp cy) U N E c d CNom DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: III I- % La 0 W y U m > m 3 1= 04 d v N zF-�UM ('4 CL 0 MJM Li Z) m o J W U) (1) OO LL FT Model Name / Number: 3000 F1 Plan Issue Date: Thursday, July 29, 2021 KA PROJECT NUMBER: 21-6773 Sheet: 3 Of: FOUNDATION PLAN N LGT3 SOS 2.5 3DS 114" x2%" W/ ,KING AT 24" TH LOCKING TO HILL REQ. S SOS 114" x3" C. NAIL SPACING W/ZU -JUJ 1/„ x 21/2" (TYP.) 1 HEADER / COLUMN DETAIL (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. STEM WALL OPTION IS TO BE USED. 8" REINF. OPTIONAL CURB FOR VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0" F.F. " - — • W/ (1) - #5 BAR CONT. OD y ..z iv �. o I 2 STORY: 20" X 20" REINF. . W 3)-#5 CONT. 16", (2) #5 SEE PLAN REBAR 16" (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2"=1'-0" FM02 SECTION @ GARAGE REINF, SEE PLAN _F f ,r- - `(1) #5 REBAR CONT. FM03 I THICKENED EDGE 1/2"=i'-O" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR 2x ERG. WALL REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION). PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE =1'-0" DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR.. IN 7C :.4" ALIGN DRIVE W/ BOTTOM OF (2) #5 REBAR RECESS & PITCH DRNE gi !. 2 STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. 2 STORY: 20 X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" = V-o" FM10 INTERIOR BRG WALL 1/2" =1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - 4t5 CONT. FOR MORE INFORMATION) li 5i p _ n I.g8 p gsw g u M m cc F• rn�mP 2 w 2-#5REBAR �g��� G���° � R ILLM FM11 STEP DOWN BRG. 1/2"=1'-0" y G 8L -6 U J OPTIONAL CURB SLOPED GROUT SEE PLAN - -ga wwa'.wsEN�.coM ❑.0❑.�' OR MASONRY AT TO IN 4"x 4"x 16" w SEE PLAN OI ELEV. 0'-0" WITH CURB a v~i .' - • TYP. SEC. Z M (1) #5. BAR CONT. �y B" ,I• (G.C. VERIFY) aD z o g z Z F.F. REINF. 4 ¢ P• •: ° _ (SEE PLAN) r . ,.,,• 2 #5 CON1T. a N INSTALL LINING ' ` ' *. :'--,•; k w ti v. 2 #5 BENT BARS W/ — MATERIALS PER FI3GR P2709:2 N N MIN. 25" LAP SPLICE 2 m 0 MUDDED FLR. 16" * i•p SLOPED TO DRAIN MIN. o w II #5 CONT. t .0 FM14 SECTION @RECESS SHOWER 1/2"=1'0° FM18 TYP. STEP FTG. DETAIL 1/2 =1'-0" O ALTERNATE: _ U cw E THE REINF. BARS SHALL BE GRADE REINF. F s o R CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN ® _ y I 1, SEE FND. FOR ti 6 » BY COLD BENDING THE BAR WITH ; . QUANTITY "' ' ' ` • Q _I MIN. BAR LAP OF 25 c #5 X 25" X 25" o c CORNER BAR ONE c I ° FOR EA. HORIZ. ..E -_ A DAcq III REBAR, TYP. U.N.O. (2) #5 REBAR 18" FLORIDA CONTRACTORS UCENSE NO. CRC1330146 A/C CHASE' 2 STORY; 20" x 10° 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE GULFBREEZE FLORIDA 32563 THRU FOOTING W/(3) - #5 CONT, s DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/z"=r-0" FM23 TYP. FND PENETRATION 1/2"=r-o" PORT ST. LUCIE STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM HEIGHT(h) NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) IN STEM d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0•-0"-2'-0" 8" 10" 16, 20" W/ (2) #5 BARS <674# >2 0"-3'4" 10" 10" 20" 24" W/ (3) #5 BARS 674# >3 4"-4'-0" 12" 12" 32" 32" W/(4):#5 BARS 845# 4 >4'-0" - 5'-4" 16" 16" 48" 48" (5) #5 BARS CONT. 1162# 2'•8" '.. & j & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOT SEE CHART ABV. -MAX. F.C. e " SPACING (D.C.) pAx W.W.M. TO BE TIED TO #5 CONT. REBAR , (1) #6 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0' , (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B + n RN GRADE-8' MIN. _ TO TOP OF STRIP FTG. W .. COMPACTED CLEAN FILL y' �,•' �. IN MAX 12" LIFTS STRIP FIG. W/QTY OF 'MIN, COVER d REINF. PER SCHEDULE (3 SHOWN) FMASW STEM WALL SCHEDULE ♦ I Job Information: FD FOR MPLIANCL NO E COUNTY O :BILE COPY OCC F_ z c O L � W i. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. . IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" RBERMESH CAN NOT BE USED AND N ��// F-' Ne O J m W I Z!'1 J UU) ) OD •VERT. F.C. ABV. FDN, #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM V1 Model Name / Number: 3000 E r -SEE NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK ♦ Plan Issue Date: FILLING IS TAKING PLACE „16. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ®16" .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" g. h * TALL (TYPICAL ALL CORNERS) c. 6.IF STEMWALL IS WITH IN 5'-Q% OF POOL OR WATER FEATURE FOUNDATIONS Thursday, July 29, 2021 ♦ KA PROJECT NUMBER: 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S.R403.1.4 MINIMUM DEPTH. MERIOR FOOTINGS SHALL BE PLACED NOT LESS 21-6773 "SEE NOTE 5 THAN 12 INCHES (305 MM) SGLOW THE FINISHED GRADE OF GROUND SURFACE. ' WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO Sheet: SECTIONS R403.1.4.1 THROUGH R403,1.4.2 3.' 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL Nrs FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GIENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 3,000 x 3 = 9,000 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 PANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 37,750 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 27,750 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,G00 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 27,750)=11,100 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 41,100 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS 172 14- ASSUMED EDGE OF WALL 4 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL IFM24.1 JALTER NATIVE PROTECTION BARRIER N.T.S. WP GFl ®i111111®11�11�111111111111 � '7 -------------------------------------- INSTALL FAN \I,-y\ ' BOX PREWIRE \..r' I r , I------------------------------- , INSTALL FAN BOX PREWIRE u I I � ' I I ' I I \ ATTIC ELECTRIC / I IF REQ'D BY CODE INSTALL FAN/ BOX PREWIRE I\� INSTALL. FAN BOX PREWIRE I I I I INSTALL FAN INSTALL FAN / - \ BOX PREWIRE BOXPREWIRE WP GFI II II n II I II I \II II , l I / \ GFI I GFII L _ J I L _ — IJ / 1 r I 220 IJ II I \ ] C TTY�'Q _ ) I' I A FAN I PREWIRE W \ / I V C / I ' - - I GFI /II dbLI , II I GFII ` I I — '1 GFI 0 :GFI ' Fl GFI GR 2p(eF1 GF it! 220 FOR Hoop o_ W.H. \ a W U zF ---------------------------- ----- ---- act ATTIC ELECTRIC IF REQ'D BY CODE °' ---------------- /. I , GFI@ I ar' Y GFI FOR GARAGE GFI FOR D/W LOCATEDIN ADJACENT CAB w W w LU DOOR OPENER WP----------------------------------------------- GFI , I I I I , I I I I , I HOSE BIBS , I I COACH LIGHT COACH LIGHT COACH LIGHT ELECTRICAL PLAN_ SCALE: 1/4" = V-O" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 4W 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" CENTERLINES.. 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 B. 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 NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS, ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT 14 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TQ--- T TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE c CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT w Uj t 2 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT 0 _ 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TVV T.V. CABLE OUTLET L DISCONNECT SWITCH -TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION. BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM Y ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON O PTIONAL SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR P S 2DO = 210 COPPER OR NO ALUMN. IN 2" CONDUIT DISCONNECT 200 AMP A/C DISCONNECT UNDERG SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER 4 # 8 COPPER TO RANGE INTERSYSTEM J # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. VIEI: „OR -ODE COMPLIANCE ST. LUCIE COUNTY SOCC FILE COPY vvry Q7• • y6>, U CYO �Cp O�'C, oN i �'F tipco t. W h Ec ik 9k # mg-2 W gm'�°ffimyiNh'-�d W a li wQ€99�ag3��0 co 'ce 8h0 6 D 0L) 3 O7 €'= www.FOaBuccoN ❑ ❑ ❑ 0 Z o — 0 z o z N a — h -1 e' W '6 4-1 w Ln O W N E _...,.... m x o^0' m �/' Q cm 9\ DAMS UOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE T Job Information: O z L n LLJ O LQ i a) CJ M M +a),, 4_ N CL 3 N a F :? d N m Cq a 0 J W o J m U) (n FT Model Name / Number: 3000 FT Plan Issue Date: Thursday, July 29, 2021 FT KA PROJECT NUMBER: 21-6773 Sheet: /m Of: ELECTRICAL PLAN VENTILATION CALCULATION k ormula = SF / 300 / 2 * 144 e. net sq. Inches of venting needed equally for Intake and exhaust LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 12 61 48" OFF RIDGE VENT 48" OFF RIDGE VENT DEL 25 SH 48" OFF RIDGE VENT BEARING ®ENTI TOP OF BLOCK T.O.W. 4 H lj� 1 to 25 SH _—FIN_FLR. � LEFT ELEVATION tlCRrr SCALE: 3/16" =1'-0" RIDGE VEN Q 12 6 To T.O.W. — LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 23 SH 3'-4"X4.-0• TEMP. FIXED GLS. WINDOW CNrR- ON TUB Bp zo o Do - � 2868 DBL 25 SH 2868 111.1404ii Mi REAR ELEVATION SCALE: 3/16" =1'-O" BEARING @ ENTRY TOP OF BLOCK, T.O. W_ 0 00 2'_0" FIN. FLR. c - — - 4E' OFF RIDGE VENT 3EARING ® ENTRY TOP OF BLOCK T.O.W.- _ — _ _ _ _ — _ _ _ _ _ — _ _ _ _ _ — _ — _ — _ — _ — _ — _ — _ — _ — _._ q 2'-0" 2'-0" SD ap DEL 235H FIN. FLR, _ _ _ 25 SH LITE TEXTURED DECORA' CEMENTITIOUS COATING 6" STUCCO HEAD TRIM (tyP) 25 SH DEC. VINYL SHUTTERS ICI ICI �t NaWe rO�\ 3068 W/ (1) 42" SL 1'4" TRAN& DOOR STYLE MAY VARY REFER TO SPEOIFICATIONS 72" HIGH COLUMN ON 32" HIGH BASE 48" OFF RIDGE VENT I net sq in / If net sa in / sf S.F. of Area to be vented ISF) 3952 s.f. Totalneeded for exhaustfor upper 1/3 948 net sq inches Total needed for intake (soffit area, lower) 948 net sq inches Number of Off Ridge Vents for upper 1/3 needed 7 L.F. of Ridge Vent needed (can be used in combo with ORV) 53 Lineal Feet of Soffit needed to meet required 173 11 in..] C F nrn,,M.d by ntart I �Td "1 m v o 5 1° a Iu 0mti I- ft 5 u'm a-2-i9Lu �mHm�3 C a. .s Q $s� wmtSY w N O $e�.� ZsLmQ Z � o ark sE2 a K 22 p}p}9 un Z d ¢ N O mK `�AS 00 ❑ ❑ ❑ e . W .FDSENG.COM Z � Q LITE TEXTURED DECORATIVE d W CEMENTITIOUS COATING _ N V) � (M' Al J i JW � I+. RIGHT ELEVATION CR o w I. SCALE: 3/16 —1'-0 V 8 m . � s 00 c00 N d uDIm A DAMS" H10M' 3 �I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 12 DIVISION LOCATION: 6 PORT ST. LUCIE ♦ Job Information: REVIEWED FOR -- ? CODE COMPLIANCE � N ST. LUCIE COUNTY O a BOCG z to o LLJ M m m m ai cy a s E 2 �000aoa J W z CO ® Iooa0000 om�� ♦ Model Name /Number: N4 3000 � II E M M E � M — F.F. _ ♦ Plan Issue Date: J Thursday, July29, 2021 16' X 7' 32 PANEL ♦ KA PROJECT NUMBER: OVERHEAD DOOR 21-6773 FRONT ELEVATION 'tCFFILE rca Sheet: Of SCALE: 1/4"=1'-0 ELEV CR / LANAI 1 \ 6 FOR WIND SPEEDS s 155/C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20' " MAX THICKNESS IS 16/32".) IF 16/32" IS SEE DIET. TB03 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS FOR WIND! < 155/C MI G.C. TO PR( BLOCKING 1 W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" OEM DEEDS VIDE 0 COMPLY OMENDATIONS ATING OF U 1111111 Ellie all NINE mill mile !rm vii I I I IN 1101111'.. 11PANI IN BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP 4'-0" O.C, MAX. FIOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: I FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR �DITIONAL PERMANENT BRACINGTHAT MAYBE REQUIRED 91 "T^ RRACING MAY REUSED IN PLACE OF PERMANENT BRACING PROVI ED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS) BRACING PLAN Nrs FISH ENGINEERED ROOF PER ASCE 7.16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160E MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (FE) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION 14'121-112'12] e=41[ AREA ROOF 1 2e 2n 2r 3 3e 3r „a „ „a „a it HIP -37.02 -5106' -51.06-51.08" 10 GABLE „'7.00 �7.00 -58.99 -58.99 -58.99 -78.03 TT(j) RODENAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE)'ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @6" O.C- ON EDGE AND 6" O-C IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @4"O.C.ON EDGE AND 4" O.0 IN FIELDZONE 3, 3e, Sr, ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4"O.0 IN FIELD ROOF SHEATHING: SHINGLE: 1II32"EXP. 1 (da20) r TILE: 's'32" EXP. 1 ('120) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Ed (2 as" x 0.113") NAILS m r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 32", SHEATHING SHALL BE FASTENED j WITH ASTM F1667 RSRS-0310d (2W x 0.131") NAILS OR ASTM F1667 RSRS-04 (3' X .1201 NAILS�I-a�=4ft 3. GABLES- DROP GABLE END 8 (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 92 SYP BLOCKING 14:12)-112:121 @ 16" O,C FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/.BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM 1B" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 19' O NAIL AT BASE 2 ROWS 01IV' O.C. w/Stl COMMON NAIL. (� NAIL AT TOP PLATE TWO ROWS @4" O.C. WE Stl COMMON NAIL. © MAIL OPENING PERIMETER w/(2)ROWS @IV' O.C. W/ ad COMMON NAIL DO NAIL INTERIOR AT III w/ad COMMON NAIL, O STAGGER ALL VERTICAL JOINTS a NAIL@4"D.C. Wad COMMON NAIL. O PLYWOOD SPLICES 0 HEADER- NAIL SHEATHING TO HEADER W/ ad COMMON NAILS JP 4" O.C. (2) ROWS 0 TOP & BOTT. © (2) ad NAILS @ 3- O.C. TO EACH TRUSS END OR H VERTICAL MEMBER IF GABLE END, 15I3T OSB - EXPOSURE 1 SHEATHING NOTE: ad NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2112", DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1a" (2).2XTOP RATE BEYOND 15M"050, EXPOSURE SHEATHING ___„.. - ----I 11 I I II II II 1 III SOLID 2x BLOCIONG r F II II II I IUIi w 6ALLSHEATHINGEDGES 111 111 )III II. II I� 111 III 111 II II /A11I I I I (SEE SECTION X-X) p III III C III )III I 11 �: II I I II D IF 1 �2 III III OPENING )III II II II i --- I 11 w 2 m X D R 1 E III 111 _----x.--1 E 11 1 111 II I III E III It II II 'II I N II L 11 II II 2x STUDS BEYOND..p SEE PLAN �� )III 111 III II 11 LIII I I I 91 I I 11 II I II I III II II II I. I I II II I' 11 II I I p III I 11 11 I III II II N I �� III 11 11 III II II I .III I 11 11 I III II II II I 111E II �I lu II II II I _i PROVIDE BLOCKING AS REQUIRED PER SECTION X-XIF NOT1- FULLHEIGHTSHEET - --------- © FLOOR SYSTEM ALLSHEATHING 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL ZTSPAG 34" L n SINGLE NAIL EDGE SPACING HORIZONTAL In t� YYYm g m IL LL �--2x4 P.T. SASE PLATE BEYOND SEE P AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W11116" FLITCH PLATE TO W/(2) 12d TOENAILS EA, END. NAIL FLRCH PLATE TO VERTICAL W/ (4) Ed NAILS (2) ad NAILS @ 3" O.C, STAGGERED VERTICAL BLOCKING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.Ts. TYI CONNECTOR SCHEDULE FOR ADAMS HOME Model 3000 Mad 2C BOB, CR TRUSS III BEARING POINT TRUSS ACTUAL CONNEC'TORIO CONNECTORUPLIFT FASTENERS NOTES UPLIFT f DEIGN RATING Cl- C5, E7, E7A E7L.HI, FEB L/P 6024 or less HUA16/PER TRUSS MFG 1830# (10)lad xl-112" CIA CIA L/R -300#arless H10A/PERTRUSSMFR:- ID14# (18)lad X 1-1/2" 61C, N3 L/R -579#or less HETA16/HETA16. 1810#/18104 : ha)10dx 1-1/2' 10710d x 1-1/2" BE as L/R -586#orless HETA16/HIOA. 18101.. (10)10dx 1-1/2" (18)10d x 1 1/2 CONT./R -1756 # ar less HETA16@24"/HETA16 905 PLF/1810k. (loI lad x l 1/2 -878 RF or less (10110tl x 1-1/2 (26) l6d x 2 1/2 5/9' ATR w/6" EMBEDMENT Agee l/R 4713#or les HUTS /MGi 5090p/3965# (22) IDd w/SIMPSON"SET"EPDXY@ H75 & MGT (10)10d x l 112 A03• L/M/R 704#or less HETASS/HETAl6/HETA26 18304/1810#/1810# (10110d x11/2 (10)10dx1 112 101aax11? HE@CONT. AUlEAO?D2A 07A L/M/R 1615#orloss HETAl6/HETAl6/H10A 1810#/1810#/1040IX (10130dx11/2 PRO CONT. BRG. (18110d x 1 1/2 (10)10d x 11/2 5/8AT W 6" EMBEDMENT L/M/R 3623#bRIrds HETA16l TUB /(2)HTS20 1810#/4235#/2620# 18)16d 121/2 w/SIMPSON'SEPEPDXY@ (48) Too x 11/2 HTT4 (10)10d x 11/2 GI G2 G3GB A A L M R / ! 2313 s # Krz e H 6 HETAl6 2 LGT2 ETAS / I) / 1310# 406D# 1810# / / ( 3z lad x 1-1/2" (10)10d x 1 1/2 (10)1ad 11/2 K1A UM/R 15N1#dp} § HETAl6/(21H1UA/HETAl6 1810#/2080#/1810# (36)IDd x11/2 (10)10d x 1 1/2 "x2AY K7AT L/M/R < 187E �df lNsa ? DA PER TRUSS HETA35 , H3 / ) '"RIFT 1B1aa 2oeow / SO Lod x112 1 1 / �" IB6)IDtl x11/2 x8AT4 L/MJMJR, 2878 b0Y lash 12)HE7A15/2)kT12U/(21�.7 l 2365#/2620#/4100# lzal lad xi 1/2 (48)10d s11/2^ P 8a -, !AEG,, (60)16d SINKERS 91 EC`N G AGE ON{ RG 1 94P P gas � NAILED 462 1 Ad 4 OC PER DETAILGEal 54 P01 ;;, Pmo PG6A CONTSRG s05Ndr Rs; PeTRUEMRS, PER TRUSS MFG .: K8ATG JC41 SUPPORT COLUMN M 2879# (2)OTT2Z 4290IXSUN /2" WA, I81/4"x11/2'EA SCREWS DRAG IC275UPPORT COLUMN ' 11512 #. DTTZZ 2145k 12" WA 811/4"x11/2 SDS SCREWS TRUSS MANUFACTURER BFS - DATE OF LAYOU T DATE OF TRUSS CUT SHEETS: 8/17/18 L = LEFTR = RIGHT AM = MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAWINGS AILCONNECTORS ARESIMPSON PRODUCTS FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 .N.O. SIMPSON- CONNECTOR SCHEDULE BARK TYPE CONNECTOR a FASTENERS SPF RYP HETAlOXo Rl0dsi 12'019 OFRAMETO MASONRY HETASOWN)INX1 VT' 1810 O R ARBS 10 FGUS (10)Bd NAILS E35 ggg FRAME Pl FRAME TO 1 TOES 100 wiz HANOI OFRAME TO ROPER MASONRY AND (2) QFRAME TO &OF MASONRY O FASMASONRY O MA8AME R) IRA FRAME OR (2 FRAME TO mPC ©3 MASONRY -80 'A72PLYTRUSSE9 ILTO iew T OAT EXTERIOR Sao 99D 3)1go TOENAILEI vO Sle' ATR. w/12' 3a30 3a6g BON "9EP EPDXY 2(ATEXTERIOR 1125 1310 (3)12dTOENAILB 12"(AT EXTERIOR END 2610 (8)l2d TOENALa 1ANDOOWP A.T.R. F/NMPSON'SET' 1(KESD FOP&PLY) DB WOOD SCREWS PD ANCHOR B01 TS B000 4726 BROKERS IER2 1750 2030 )W SINKERS a( 14 ) OTPLYTRLSS2w)n� 3oDOM 4080{4 IFOk FRAME, 324" 37MT L 3'SMSCREWS 4739M all 1(2PLYTRUM) FOa FRAME IRA1 Sl 0900-F USE- CONNECTOR SCHEDULE CMMCTOR&FABTENER3 WE SITE HTMOBI(IO)10dx1120R loss IS70 HTAI%)WCO)10dxI lAF RTTAW(10)Rd NAILS Ila 05 RT19AwAl7)IW x 112' us Is" WRRTI LICAT2MYTRUSSE3 Pass 18ML 2W114)l0dx11/Y(ATEXTERIOR TOOL Uw FOR INCLUDE (3) IM TOENAILS) 5W(2SUOINMLEMOEIRE ATR.W W30 BASS )FOMENT W SIMPSON-SET' EPDXY !DW(SA)10dxl 1W(ATEXTERIOR 1285 1530 ATION INCLUDE(3)12d TOENAL6 FMwH8)1odx1 IM(ATEXTERIOR OUT 3ag0 ION INCLUDE(G12d TOENAILS (I w/ 1 10tl HAILS AM U) SAP'ATM. a 'EMBEOMENTFORJ- N"SET' 7020 8790 EFOXYO&1OT3FOR 34*LY) W(W)W33WOODSCPEWSMIS 71M (4)SI4 XVWEOGE BOLT 3100.M 380DF e4eDld 0480f ©2 BEAAITO MASONRY/ H B PT HUGS FIod B 1 W NAILS 8 W O 1 1 ITC MA9.) #1 G 540 N G 3000 Ue1135 NOA PT H W i NAIL 80 U4a Otl 0& (0) (OR02111&NRAPCON91T0 MASJ G#1825 Lw1030 2 1 Tie 0 5 FRAME OR (1211ad&(BI IOd (FOR RiAhtT R(12) IM& 16) 1 W(F SYPT SYPF BW�M OR (12)iBtl &(8)10tl (FOR FRAME) 6Y0.F 6VP-M s FRAME ro I)) FETAIB CPT RI HETAN I= 1930 (2) IITA160PT(S) HTA2) 1870 O MASONRY UPLYW(10)10dx11/2'OR glass 2985 Ti Y.1(10)10dx1112'OFl 2PIGN" 2-PLY W O2) I60 2-PLYwI (12) lOd HTBM16W 10d NAILS AND 419-AZ 114' lsi O 955 iT10 6 1N MIL AN 411Ta1 L6" HTWM7 W 8 B) /145 i221 FRAME TO TA ORO,ve T TYE OE�BOLT O MASIXJRY HTSM20.1(UR10d NAILS AM(4)1/4W 1W 955 1110 HEMMED wlOall OdNALSAND (4)O4W314- TAPOONG WEWEAOLT 1145 1225 P FRENETIC H 10S W OD W x 110 NAILS AM (2) 3181 7� s10 MASONRY TRAN HID FRANETO DEll W(8) TRIP A 112'SD3W000 0T612W(8)1N' xi IlT'W815 YA)OO O MASONRY ScREMAND(1)VTBAT.RB'OXIEOW/ INS Z45 SCREWSANOUIW II A.T.R.EPOAII 1510 loss SIMPSON!'BET'BEENOTE#4 81MP80N"SET"(BEE NOT'" L11/T FRAME TO HTTSW(28)18tl#12"NAILS PND111 Na"B RTr48W(2018d NALS MIOOI O MASONRY ATR'EPDXIEDw181MPSIXJ^SET' 4aM am MROA.T.R.EPDXIEDW/9XPSON'SET 800 6ES NOTEN BELOW (SEE N01EN SELO FRAME TO HTT4 W(1a) lad W U7 NAMES AND (1) SRY a WT45 W(15) URI 2 VT NALS AND (1) ® MASONRY ATR EPDXIEDwl81NP90N 9EP W40 420 WTO AT.R EFOXIED W 3INPSON"BET' 41MI (SEE NOTE#4 all OW) S WTENBa O FMW TO FRAME HIOSWOLU10I lZ MAILS 185 910 LUCEUW(28)odxl ln'HMLs Us 1045 OFRAME TO H IHOEWH) 1XV Or BOB MOD 760 7W Al W(0) 10d x 1112• NAILS& 139E I" MASIXNM SCREWS&@I 11e.219C TAPCONS (4)1N"xl3PP'TAPCONS FRENETIC WTW DB)i/4'Y1"SD3WWDSCREWS& p AWRY. 111 SB'a AT.R.EPDXIEDWSIMPSON'SEi' SEEMS 4940 WIYMINE BEDMENT V(1T W(32) IAW SOS WOOD 131& (2)SAOI ATR EPDXIED W SIM'SON 5170 A85 SEA wl UP MIN. EMBEDMENT t(B MUOi13W12110d NAIL88HTTAg W(18)41M HDU4WMB W CIO) V4'X217' SDS WOW a2RS 4RAS iWWJLS&O)WIl A.TR. BCREW88OIEB'aA l�HTrS W(82)IB85212'MILSa 8376 60W (2)HTTASWI521Bd5d 112^NAILS gW6 11) SaWBA.T.R(SEE NOEGIR) &(I)618-BAT.RISEENDTEMI 1 cuCONNECTALL FUWRTRUSWS TO INTERIOR SEANNO WOOD WAIL IEAMBw/l1) 12E TOENAKS. 2, ALL -TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BYTRUHM MANUFACTURER, U.NC ON PLAN. S. G.L. MAY USE EITHERSIMPSON OR USPCONNECTION9,SE£ FRAMINO PLAN MR CONNECTOR CALLOUT. 4. FOR SINGLE BUTTRESSES, SCAB ON FULL HEIGHTSYP412'WJO TRUM VERTICAL WEBW(2) ROWSOF 10d NMLS a W O.C. STAGGERED S. WMIN, ATE. EA EMBEDVENT 0 CMU BOND BM U.N.O. E SCAB TRUSS CHORDW4'0"2x5YP#2(MATCH CHORD LIMBER SQE) To(2) ROWS 10d 04" FROM ENDS 4- DO. 9TAOGEREU CEN'1£RAT CONNECTOR IACATION AS MUCH AB POSSIM.E. OA MINMALWNNECTORUNOGNFRAMINGPUIN. 1. CONMCTIONFOR RWFIFLOOIRTR S9 TOMASONRYWALLBIUNTE WI1 WALLSUNOONP N 2. CONWCMd AT24"ORWO.C.PENUMG TICALBFORALLFLOORMUSBEBPAI4 LTOM MRY WALLS WE CRTAIL FBY2S3.1 FOR MORE INFORMATION S CONFECTION FOR ALL HIP JACK (WHETHER JACK) TO MASONRY WALIE4CF WALLSAXNFECS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32" DID MAX. W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFUCT erFEJI OF APPLICABLE) LAYOUT. S. CONNECT ALL HUMAN TRUSSES TO INTERIOR FEARING WOW WALUBBAMS.1(2) 120 TONAILS © NORMAL CONNECTOR UNOON FRAMING PLAN 1. MNNEnMMRJACKTRUBSTOWOWWALLMR M OC MINMALWNNECTORUNOONFMMINOPLAN ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH) SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH) SEE [RSH] SCHEDULE THIS SHEET 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) SOd 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 R905,1.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS IDS, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 BOCC. REFER TO ROOF FILE COPY PLAN & ELEV'S. 0 FOR D (METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL - -ALUM FASCIA SECTION 2X2 #2 P.T. MIN. FASTENED 2x BLOCKING NAILED TO TOP CHORD OF EVERY PER NOTE.2 BELOW. OTHER TRUSS W/ (3) CONT 2 X 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING W/ (2)12d NAILS CONTINUOUS SOFFIT. 1.. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ 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/ OA48"x3%-, AT 16"O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTAL t)N DETAILS LANAI (**)ALUMINUM SOFFITS>1'd" BLOCKING REQUIRE®; (w*w)VINYLSOPRTS>V-O"SHALL HAVE FOR SOFFITS < V-4" MID BLOCKING NOT REQUI ED MID BLOCKING PER R704.21 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" Leo`%X%111IIII fit, ' pep N i1 l' W Q e O _LI O F y�'��97j7R�F E e S 5 \ 0 ' �" \e`~ dFfPfllPIi4111e1! .� 7 I r g51?"N W " La FIsCQro ;Is e Q mb 4* XR Rk NM J J J e F Em IL lL LL , na�"Bz6ILI E do Mbo,d 2# $ O� Or Y 0 R H. �L2J PF $ng WiAB 0 p-I CUIS .,Ii •K DG 4 ¢ g�2p ? m� ei J a G or LL® o w U) p . vv$ g m. w VAYW.FDSENG.COM ❑ ❑ ❑ M) Z N z gip` ¢ y a .i tr1 m 0 w O '+ V) c d C) EOak - LEJ s o $ •I as LJ'��Y ® (V Q G UQO 1 tfWA\0AMS HOMK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: I� O I- Z Tr-1 0) W N = U N t0 N a 3 E N N v O J W M o �m(n(n co LL VI Model Name / Number: 3000 VI Plan Issue Date: Thursday, July 29, 2021 VI KAPROJECT NUMBER: 21-6773 Sheet: 6 Of: ROOF PLAN C LINTEL BEAM; 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - NOWSHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL FILL ELK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB I' MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONY. IF SIMPSON SP4 WA6) - SOd X 11/2 21-- SP6 OR SP8 FOR 2x6 AND 2X8 WALLS L - -d- - a DOUBLE 2x TOP PLATE f STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8"C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X e" "J" BOLTS OR (3)1/2" X e" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR TIX-DNI NAILS ,i 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BR SHEAR) ALL TO N.T.S. #5 REINF. 20" MIN. TAP BAR q #3OR#4REINFORCING Tl BAR /e" #P & #4 1 AP SPLICE 25" MIN. LAP #5 STD. 90° #SREINFORCING BAR HOOK #5 1 AP SPLICE SCALE:1"rat'-0" P #6 REINFORCING BAR * GRADE 40 U.N.O. 98 LAP SPLICE MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4- X 2.4" 12" O.C. 1 2 x 6 1/4" X 2s4" 12' O.C. 2 2 x 8 114" X 2"A" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, PRECAST_ _- _ .LINTEL a ' (2) 2X P.T BUCKS W/ 1/2" O.S.B. I .BETWEEN I FASTEN PT 2 NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, Al! USE 1/4•X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. SEE PLAN FOR TOP OF WALL AND LINTEL INFO. 77777-- (PRECAST LINTEL - SEE LINTEL SHEET FOR L I N IT 'E .SIZE OF LINTEL) r. . AS NEEDED FOR TRANSOM HEIGHT .. --- v m LINTEL TRANSOM OPENING \\\ • MARK T^ FRAME INRLL AROUND WINDOW•,• •,*•• ' BY BUILDER SEE WFOI FOR MORE INFO (2) 2X8 WOOD HEADER F.C. EACH SIDE ' TURNED SIDE WAY SEE PLAN ATTACHED THE FIRST PLY 2X8 TO r MASONRY WALL W/ SIMPSON HUS26 HANGER & EA. END. USING (6) 3/16' DIA. X 13/4" TAPCONS INTO MASONRY &4 2" NAILS INTO HEADER. 1Dd X 1 1J THEN APPLYTHE 2ND PLY TO THE 1ST E PLY W/10d STAGGERED 0 6" O.C. -OPENING- MS07 LINTELS AT ENTRY DOOR w TRANSOM N,T. O :6 0 T T T •a RE3AR AT'CP 91k, ou Reap t-VY' Ol2AR `r• ..•, scour 'a K RE04a a- BOTTOM C ew LINTEL OAVnrY W".M "I"ORC'NG 45,Y'AGN/.L P,*ovIPC IN uNT6 gRIEa) A' NCMMAL WIpTN TYPE DESIGNATION s • FlLLW WIM aRP1A J 4 • IJr.ALL® g°FflRARAT BOTTOMnllOtl OF LINTS. UVRY SF16-IB/lt NOMINAL UPTN goA"r, GF •B NOMINAL 14S H I•NVM AT TOP MATERIALS 1. Pc precast lintels = 3500 0 2. Tc prestressed lintels- 6000 psi. 3. f c grout = 30DO psi w/ maximum 3/8 aggregate. 4. Concrete masmry units CIVIL) per ASTM 090 w/ minimum net area compressive strength =1900 PaL 5. Rabat provided In precast Ilrael per ASTM A615 GR60. 6. Reid tabor per ASTM A616 GR40 or GR60 Prestressing strand per ASTM A416 grade 270 Iota Macmillan. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and badjoints, 2. Shore filled lintels as required. 3. Installation of lintel must Comply with the architectural and/or structural drawings. 4. Unneis are manufactured with 5-1/2" Ping notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-0" and longer with a nominal height of 8" meet or ex0eGd L/180. 6. Bottom field added Faber to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire strung are welded to the bottom steel for mechanical anchorage. 8. Cast4lrplace concrete may be Provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis par ACI 818 and ACI 530 1011mal min. depths are called out on limel plan. H 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 SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception; Safe loads for unfilled lintels must be reduced by 20% If bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal beadng. 2. N.R. = Not Rated. 3. Safe loads are total Superimposed allowaole load on the sectlan specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonel reinforced masonry above the precast lintel. 6. One #7 reber may be substituted for two #5 rebate in 8" IIntels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at bawdy from the face Of support. 8- For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads In units of pounds per linear foot. I ® REVIEWED POk CODE COMPLIANCE ST. LUCIE��++COUNTY BOCC PRECAST "V" LINTEL w/ SOWPSI COLIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WTrH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n n ANCHORS ( I I HDOK /-Sit. 90 HOOK N R STD.90 DEGREE REBAR ON BOTH SIDES ANGLE 3000 P.S.I. OF OPENING U.N.O. CONC pry/1 #5 D TYP. BOND BEAM REBAR 8". x 8'. x 16• K.O. PROVIDE KNOCK -OUT LINTEL BLOCK BLOCK FOR FIRST FILL W/3000 P.S.I. COMPLETE CMU COURSE CONC. W/1 #5 DIA, BELOW SILL &FILL SOLID REBAR W/ (1) #9 BAR FOR ALL WINDOW OPENINGS 6'.6" AND LARGE INDICATES FILLED 8" x S" x 16" CELL FROM FIG. TO CMU U.N.O. BEAM WITH 1 #5 BAR MIN. -I.1 I 1 +1111,11 1 1 TYP. DOWEL 25" MIN. LAP (ACI 530) a� u� DO 1- J LL W =BB��a a i$j gg O aab�r �S o. $� B W �m�Mu - Or m J ssTTAll S�E Vd8 a 0 o J rN p oil ..WWW.FDSFNO.COM u I-€ e v ❑ ❑ ❑ 0 Z o z o Z Q Y - J a �i Z s�' Il eJI tyC4 '1 (� IiIR!� QJ � FIi ± W a W (D 2 r L/1 ai U N5 Q N o m I ® DA S, HOMIJ FLORIDA CONTRACTORS LICENSE NO. CRC 30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V1 Information: `lob ®` 1 Z cd (D S Ld O i \J 7 'a ® ® J� LLB m o OC LL M J W B^ r�J^ / J 7 Model Name / Number 3000 Plan Issue Date: Thursday, July 29, 2021 VI KA PROJECT NUMBER: 21-6773 Sheet: 1 LINTEL PLAN 2x6 #2 SYP P.T. 0 W/ (2) W'x&' WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. b SECTIONAL ® OVERHEAD DOOR -7 �`i r vvry r . P:T. #2 —i WOOD SYP 2" X 6" TRIM c1r' 74" P.T. WOOD JAMB : v O DOOR AND CONNECTION PER U gyp( �a GARAGE DOOR MANUFACTURER GARAGE SLAB r� TYP. GARAGE DOOR /'/4RpFE $1QN� TRACK MOUNTING DETAIL �•�,,fill 1lllu11"1 . i o MS12 OVERHEAD GARAGE DOOR ATTACHMENT W rA amgLL' w v y BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH € a Q 0 3 r BLOWN -IN R-30INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES o - BLOFEC ANDN R-30I ENERGY FORM SUBMITTED 12 AT EAVES (FOR VENTED ATTICS) "P' g 5 m o J 12 WITH PERMIT APPLICATION FIBERGLASS SHINGLES ORrlo ' PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION)'ti Z a SEE PLAN (FOR VENTED ATTICS) OVER APPROVED .1 OVER A PA PRE ENGINEERED WOOD PER FBCRATHING- OVER HE a FIBERGLASS SHINGLES OR ROOF SHEATHING -SEE SCHEDULE- � � " �^r�'.FosavccoN ❑ ❑ ❑. TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR i OVER APPOVED UNDERLAYMENT ' �` SHT'G & FASTENERS. � -SEE ROOF PLAN FOR PER FBCR 905.1.1.1 OVER APA I - Z m ROOF SHEATHING - SEE SCHEDULE .. ...' TRUSS CONNECTION \' 1 ' I04 PREENG.W000 ,r. .: . J• TRUSS ANCHOR (SEE INFO DESIGN TRUSSES 0,24" O.C. [RSH] - ON FRAMING SHT. FOR \.../LJ�.Jv 'U�J I�h.J�:� SEE PLAN FOR SHT'IG & FASTENERS, n a &LAYOUT Z 1 5/8" OR 1/2" DRYWALL BRG. HT. - -' -. n` y ` - - . w • SEE PLAN FOR HIGH STRENGTH CLG BOARD TOP OF BEAM �— - _ -. ' TRUSS ANCHOR (SEE PLAN) • •' ETAL DRIP EDGE .=' Z r` i i TO BE INSTALLED ON OUTSIDE FELT ' (SEE RO` FACE TRUSS PLATEER R .� � , AM PLAN - t/1 U ro - — - _ S FIT, SE AR ,�I,. a -� FOR BEAM SIZE & QJ m fi tier � i. / .':9E ION INFO__ � w c. 3/4" P T NAILER ' SOFFIT, SEE ARCH. 5/8" OR 1/2" DRYWALL 1/2". DRYWALL i - - - w METAL DRIP EDGE PLANS .-.---- ...-.,.r.. = `.: . V � w HIGH STRENGTH CUG 8 x 8 x 16 K.O. O w? BARD rl 2X SUSFASCIA CURTAIN NAILER n LINTEL BLOCK CONNECT ALL 2x STUD 1 x 4 P.T. @ WINDOWS. „ O.H. W/ (1) #5 DIA. REBAR & ul 1 x 8 P.T. @ S.G.D. n 3000 PSI CONCRETE TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. N SEE ELEV. _ U- 16d TOENAILS PLANS PRECAST "U" LINTEL 1/2" DRYWALL SEE SCHEDULE N ; HB&G COLUMN WRAP OR SEE f1U1N FOR HEADER SIZE N 2X4 #2 SYP P.T. FRAMING �_ U n Y W/ MIN.7/16" O.S.B. _ y SHEATHING ATTACHED PER q. a d m Q, i NAILING SCHEDULE Ili OPTION 15/32" OSB EXPOSURE 1 ON MAXIMUM OF (3) -.ZX PLATES MAY BE O.H. EXT. WALL W/ ALL EDGES BLOCKED. ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE (OPTION) TB13 FOR) STAPLE: 16 GAATTACHMENT.. 13/4" r r CONNECTION INFO. SEE FLOOR PLAN FOR ' ' iy DAMS HOME. COLUMN SIZE &BASE w PLY ATTACHED W/ (2) ROWS OF 16d r (n NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. FLORIDA CONTRACTORS LICENSE N0. CRC1330146 ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI ¢', .SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY u CONC. ALL LOCATIONS ; ; PLATE w/ 5/8" x 8" VINYL FRAMED WINDOW w/ SCREEN " SHOWN ON FOUNDATION �_' ANCHOR BOLT SET IN GULFBREEZE, FLORIDA 32563 N (G.C. TO VERIFY W/ FLOOR PLAN H &FLOOR PLANS SIMPSON HIGH-STRENGTH LOCATION OF OPENINGS IN y DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO y ' EPDXY 6" MIN. EMBED. PORT ST. LUCI E OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). P 1 °; i VI Job Information: NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. 1 ` VINYL FRAMED WINDOW }� W/ SCREEN CEMENTIITOUS DECORATIVE WINDOW STOOL L FINISH 7/8" THICK PER AS'IM PER SPECS � PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ C 926.98A N (4) #5 VERTICALS FILLED SOLID STUCCO P.T. WRAP or PAPER BACKED FOIL R-4.1 N SEE ELEVATION FOR MORE INFO STUCCO BAND 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL N �:EvI6 F_u 1-UH �- MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM �+ EXTERIOR FINISH - �1 1/2" DRYWALL ON SHEET SUBMITTED PERMIT (SEE ELEVATIONS)®�E vv,Y`�LI�NCE FOR NAILING INFORMATION FOR APPLICATION O 'n ST LUCIE CO R-13 INSULATION AT EXTERIOR WALLSHEATHING. 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR COUNTY U 0) WOOD FRAME WALL PER FBC 17" IN CONCRETE - 25" ry7 •N, P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. BOCC AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" T1TEN BASE NAILER EXTEND.(ACI 530) ABOVE SEE FOUNDATION N a WITH PERMIT APPLICATION HD) W/2" WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN PLAN FOR FTG ¢ N MIN. 16" FROM END - SEE WS07 WOOD E I ON FOUNDATION PLAN WOOD BASE FOR TERMITE SHIELD ; SIZES AND � F- Y U � � � SEE FOUNDATION PLAN , SEEFOUN ATIO. PLAN FOR. LOCATION FOR SLAB INFORMATION - _ - - _ TOP FSLAB _ - ' SLAB IN RMATI N — - TOP OFSLAB - - — - — - — - _ - _ - - M (1) U) 0 � - - y_.k'., 7 % T� .X �.�T ® 1 m I / I A GRADE � ' � GRADE � ♦ Model Name Number: I - L 3000 ' SEE PLAN R F CLEAN . ,. > • w • f .+ij: - I� N ♦ Plan Issue Date; ILL TED Ita, , 9 c� RE AR QU NTITIE,S CO ~ - I FILE IW E COPY Thursday, July 29, 2021 16" SEE FOUNDATION PLAN SEE PLAN' SEE FOUNDATION ♦ KA PROJECT NUMBER: �. FOR FTG REQUIREMENTS PLANT 21-6773 Sheet: w Of: WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1•-0" WS TYPICAL WALL SECTION - 8" CMU 3/4"=1'0^ CD23 COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S. TYPICAL FRAMING DETAILS PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d@ TOP PLATE ATTACH w/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) •� STRUCTURAL SHEATHING 4g"4f/N `� 7/16" MIN. NAILED W/ Ed 2x4 STUp ` COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM STUD 2x4 BEYOND AGAINST 2x8 S OP SPLICE \OTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2xS SEEGE05 FOR �� �` TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. TOP PLATE STANDARD SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE `Y� 1 SIMPSON H2.5A CONNECTOR @ EA. STUD. TO PER PLAN FRAM NG D ��` TOP PLATE W 8d 21 2" x 0.1.31 NAILS (SIM. w/ 2x6 I ` I ` * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. • TOP PLATE TRANSITION I . Z PIPE OR DUCT w/,,DOUBLE 12d + +I ua! PENETRATION THRU TOP SPLICE 4 +I N TOP PLATE w/ MORE o THAN 50% OF TOP ROWS 12d 2X TOP PLATE TO H 00 PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d SIMPSON PSPN516Z NAILS @ 6" O.C. j a w/ (12)16d NAILS TYP. TOP & BOTT. N, NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE + +I + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE &TOP TOP PLAT9 WZ Sd 2 1 2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT 3ME15 FALSE BEAM AT GABLE END N.T.S. V V N is ro � is ro � 1" ls4" 1'h SY+ u u u (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 90d ROWS OF STAGGERED led ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148". L= 3") OR EQUAL COMMON WIRE NAILS /2" COMMON WIRE NAILS (ONE FACE) (D = 0160',L 3--11 O EQUAL 0162"".. L=OUTSDE (D = 31/2I) OR EQUAL SLI�4DJA`CENT NAILS ARE DRIVEN FROM 3)FOR 4-PLY. PROVIDE i/4"CIA. x51/2'LAG OPPOSITE SI DES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NDS SECTION 16.3 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN 11/2- CONTACT FOR FOR FURTHER INSTRUCTIONS FILL 1ST. 4 COURSES SOLID W/ GROUT. (NO REINFORCEMENT REQUIRED) F.F. H OVERHANG •Yr V. V. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. LEAST 8'-0" LONG. TYPICAL NF17 I TOP PLATE SPLICE DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS ICINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1) 2 1 (2 >4' BUT <9' (2) (3) 2) (2) 0'-0" - IV 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP: — TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * iT HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12' D/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS &A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE EXT. OUT BEAM TO SUPPORT ------------------ SIMPSON HUC410 TRUSSES IF SPECIFIED ON PLAN BUCKET SEE RO0 • - - - • PLAN FOR MORE INFO .SEE ROOF PLAN ' FOR BEAM SIZE � I & CONNECTION INFO ' SEE FLOOR PLAN" FOR COLUMN SIZE ""-' BASE CONNECTION INFO `- ---- OPTION A OPTION B 1/2'OSBFLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SCALE: 1 1/2" = 1'-0" AF--�A SEE PLAN FOR TOPOFBEAM SEE ROOF PLAN - =FOR BEAM SIZE'.& �=CONNECTION INFO.= - SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO— o, •O • EE FOUNDATION • PLAN FOR MORE INFO CD11 I COMMON BEAM ATTACHMENT I N.T.S. REVIEWED euh, CODE C6MPLIANCL ST. LUCIEP+COUNTY ROry% FILE COPY „ ffi€- Z9 o mg F Ili m r gyy " 08 � w-. . 8 6 aw 0,0 of =gig 4-9 LL9 W a D. a € g Q it w n o O xIL � S s Ingg66gTt,,, 0. I— ST�i ZN 0 d D' g, g E s 0 m ¢ ra 0 0 '¢°���` wWW.FDSENc.coM ❑ ❑ ❑ _z o Z N a 9 D_ to ri _h Z Ln (J M W C in l0 0 W Ln C N i.n F U —N E W t00 iy� � I OD ' c I s Q N o m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: L.L 0 Z c f) ` WU O � � M 40 M m m Gi N a E 2 �® I— m o _® p J ��JU :r:�D W a J GovJ v! ® Model Name / Number: 3000 ® I Plan Issue Date: Thursday, July 29, 2021 KA PROJECT NUMBER: 21-6773 Sheet: Of, MS18 RETROFIT WALL OVERHANG DETAIL WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS 2X4 #2 SYP BLK'G @ 16" O.C. W/ MAX 9" UNSUPPORTED *DIAGONAL SPACEDAT20'-0" O.C. MAX (2)16D NAILS EA. END. SEE [RSH] SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING j14F F> 9'' 2X4 #2 SYPTO BE LESS THAN (MIN. FIRST 4 BBLOR EQUAL TO 45° - SEE STRUCTURAL NOTES 9" UNSUPPORTED ,, ' 8d NAILS @ 4" O.C.FOR AND SHEATHING DELING TA LS ULEIF> 9" 2X4 #2 SYP > 9CONT. #2 SYP W/ (2) BLK'G @ 18" O.C. ,. MINIMUM 2"x4" CROSS BRACING y ,,, . - •� WALL AND ROOF ^ O.C. EA. SIDE i (SEE PLAN FOR . + ' LOCATION) • FOR SPECIFFICATIONS3 ,. BLOCKING , 2x4. SYP BRACE A FOR 2X4 #2 SYP BLK'G @ 16' . W/ ,• IF> 9' CONT. 2X4 #2 SYP W/ (2) ''�'r+�•,' 2x4 SYP OR SPF CROSS BRACP GABLES 3'-0" TO 5'-11" TALL. (2)16D NAILS EA. END. SEE [RSH] �;�� 10D X 0.1.31 @ 8" O.C. EA. SIDE APPROX. 8" FROM RIDGE 20 SYP1 BRACE FOR SCHEDULE FOR SHEATHING ' .�.- THEN 48" AFTER. NAIL w/ 2X6 BRACE NAILED I SIMPSON MTS12 @ 3" O.C.O. @EACH FOND & @ GABLES 6'-0" AND TALLER. ATTACHMENTS ( MIN. FIRST 4 BAYS) r� I° �\ TRUSS WEBS ;° IFAPPLICABLE ,. CROSSING AT H . ANGLE. ATTACH L BRACE w/ , TO SIDE OF GABLE , LOOKOUT RAFTERS s . (NOT REQ'D WHEN GABLE IS 12d NAILS @ 4" O.C. ' 4'-1" OR SHORTER) FASTEN (1) SIMPSON HGA10 w/ 12d NAILS ,, BRACE CONNECTOR FROM GABLE TRUSS @ q^ O.C.VJHEN STRUCT. SHEATHING CONT 2x4 SYP OR SPF SPANNING(4J DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. , �° 7 - TRUSS BAYS (8%0") NAILED 2x4 SPF CROSS -BRACE GREATER T AN 3'-0" /16" MIN. THK. - (3) 12d w/ 312d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS @ 48" O.C. - NAIL w/ . ✓ �' �• NAIL w/8d ES @ PER JOINT I ( ) f� / CROSSING AT45°xANGLE Y s'�` ° 1ST 4 BAYS TO TOP PLATE w ' 3" O.C, EDGES & 6" 16d NAILS @ 4" O.C. , O.C. FIELD CONTINUOUS LATERAL BRACING- : _ , -/F— 4 BAYS .T. PLATE 1/2"x8" ANCHOR BOLT 5 * ' 2x4 SYP OR SPF BLOCKING AT 48" O.C. MIN. 10d @ 4" O.C. NAIL OVER X-BRACE AS SHOWN- BETWEEN TRUSSES @ 48" TRUSSES INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE , O.C. MAX. FASTEN TO EA. CONTINUOUS 2X4 SPF .' � , X$RACING - 2x4 SPF OR , CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING TRUSS w/ 312d NAILS EA. MASONRY WALL SPANNING (4) TRUSS , ' GABLE TRUSS SYP W/ (3) 12d @ EACH END BAYS (8 FT) NAILED TO TRUSS WEB 2x4 BLOCKING @ 4" O.C. ��� '�' �• NAIL TOP OF "T" w/12d & (3) 12d TO CHORD ' TO GABLE TRUSS NAIL TOP OF "T" TO GABLE i ROOF SHEATHING, SEET013 '•I' w/2-12d &. (1) TRUSS w/ 2.12d AND 1 OVER FOR ATTACHMENT OVER JACK TRUSSES, SEE SIMPSON. 1/2" w/ N.T.S. N.T.S. SIMPSON H8 w/ 2X4 SPF BLOCKING 1410d x.1 1/2" TB01 TYPICAL CROSS BRACING DETAIL TB02 TYPICAL CROSS BRACING DETAIL 10-10dx11/2"NAILS ; PLAN. @48"ONTRUSSES ` FASTEN (1) SIMPSON HGA10 @ 48" O.C. MAX W/ ' 3.12D NAILS EA. END NAIL DEADWOOD TO .NAIL TRUSS BOTTOM Op�i111111H fluff @ 48' O.C. w/ 8 1/4"x1 1/2" TOP PLATE w/16d @ CHORD TO 2X4 DEAD- \�A\\ 0 `EFr SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING W/ 2-12tl TOENAILS 4" O.C. / ``\NR •• N P",,: WOOD w 16d @ 4"O.C. � P PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d J Q"' r P+y BCENTER ETWEENITRUSSES W/D(2)E12D FRAMED WALL OR BEAM / _ " BAYS A $• Z •,• f. AND YSIMPSON HS w/ SIMPSON LSTA30 W/. v ,' • + BELOW, SEE PLAN. 10d x 1 1 2 NAILS 1410d @48" O.C. 6 "-It NAILS EACH END TO TRUSS TOP Fl CHORD @ WOOD FRAMED WALL @ DUTCH GABLE FRAME WALL OR BEAM > v : °' ��GrcN z' BELOW SEE PLAN �•(P ty A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAPTRUSSBRACING GEO1 GABLE END BRACING N.T.S. GE05 GABLE END BRACING - FRAME WALL N.T.S. oR WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A ------ TRUCTURAL PACE 'J/v'�,�/O11 It IiEION. G.T. - SHEATHING 0 ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - -- OF HIPPED TRUSS W/ ~ SPAN FROM EXCEEDING RUSSES, HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER 0G.T SIDE OR BOTH IF REQ'D) (2) 120 NAILS MINIMUM (3) 12d ROOF SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SEE *SPACED AT 10'-0" MAX SYP TRUSS BRACING 110 �, ti ro 1- PLAN r _ fi�=@g F. iPi as r t ��� 2X4BLOCKINGJ I� �gg� W a BETWEEN TRUSSES HIP TRUSS Y g Q t4 a m SECT. A -A Z m��� M o g TB03 HIP / RIDGE BLOCKING DETAIL N.r.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. gas s�� gfi aW u°rmw ° O .1€_ 51 s-y';�P Ho OU J y C) M2m 9 $ W1W SDSENG.GOM ❑ ❑ ❑ N P Z N 8� TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPi-2014 (TRUSS PLATE INSTITUTEI NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND a BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OFACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED y TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OFANY (Z r CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT (� M EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL w N o W g I LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL. BRACES AT 20'0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. •W � E� 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARENOT © ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 1—_ ❑ (6 � SEE TYP. TRUSS BLOCKING DETAILS U N E SHEATHING L ; d a 3 TO 4 TRUSS ASSHOWN L) c� o -TrALTERNATE TRUSS SPACES Q N d m VERTICAL SCAB 2X6 #2 SPF 48' O.C. W/ (4)12d TOP & BOTTOM OR HS SEE OR HOUR/L_ IN PLACE OF (4 10D SECTION REQUIRED 0 RAFTERS GREATER THAN 8.0' SEE PLAN OUBLE TOP ------------ ___ _______ __ _____ 151 _________ ® DAMS HOMES y NAILS TRUSS - FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY LF SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE -ENO. TRUSS PUTE SECTION BB TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: VARIES w/ ROOF WALL SEE PLAN SEE PLA SLOPE •� SEE STRUCTURAL NOTES AND PORT ST. LUCIE ,. NAILING SCHEDULE. FOR (4) 12d NAILS CONV. FRAMED RIDGE \ \ /. SHEATHING DETAILS EA. END ♦ Job Information: MAY BE NAILED w/ MIN. VERTICAL SCA82x8 #2 \ 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF 4W O.C. W/ (4)12d \ .BETWEEN TRUSSES / NEXT TO PRE-ENG. TRUSS ISBILKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / / ." •,,. BIDE 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl \ \ / B REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER \ / THAN 8.0„ \ \ 2x4 SPF BRACE / " °LjL @ 48" D.C. - NAIL w/(4) 2X4 SPF BLOCKING ,r COLLAR TIE EVERY 3rdALTERNATE \ \ \ \ 12d AT EACH END & DIRECTION @ 48" O.C. MAX.w/ (3) 12d END NAILS 2X4 BRACE@ 4%0"/ - MEWED FOR f it SHEATHIN ` RAFTER \ \ EACH END ON CENTER ,, ®l ' , � qG VVIYIF LIANCE 2X4 BLOCKING BETWEEN TRUSSES w/(a)12a NAILS GEL BEVEL CUTS (OPTIONAL) ` ` . ', �a•� i ST. i. /1[ ipilEIV a-N 0 EACH END, COW. EACH BAY I B TB 2X4 SPF W/(2)#7X&i/2" / / TRUSSES / / TRUSSES SEE `',' �oC ®��� O LO ALTERNATING pg WOOD SCREW EACH TRUSS OR H5048"D.C. /. / BLOFCKING PR&ENG. TRUSS CN STRUCTURAL SHEATHING COW. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. \ / / / / D_ \ \ SEE PLAN FOR CONNECT[ON SIMPSON A34 OR \ \ / / TRUSSES , ' ® - M O B (U$P MP4) @ \ \ / / i , ' co (, OD L_ 2X4 PJ, BLOCKING BETWEEN .TRUSSES W/ (2)-12tl NAILS 0 DIAGONAL �(• 2x8 #25YP RIDGE BEAM 2'-O" ON CENTER \ \ / / 2X4 SPF 8LOCWNG ' ' / V J ♦ Model Name / Number: AT8,0„ .W�OOD� EACH END MAX. 2.6 RAFTERS 02•-O.O.D. \. n / BETWEEN TRUSSES MAX. w/ (3) 12d COMMON Y @ 24" O.C. MAX.w/ • WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN / / \ \ (3)12d EA. END [TYP.) , 3000 3 (SEE PLANS FOR TYPE) coNc. MAsoNRr 4 Er 0 2'0' o.c. MAX w/ O SOD COMMON TOE NAILS To RI E B SEE PLAN SIMPSON HGMA10 ♦ Plan Issue Date: 2X4 COW. AT STEEL OR WOOD 1/2" GAP @ 4'-0" O.C. MAX,. T & B CHORD BEARING SUPPORT : TYP. WOOD TRUSS BLOCKING AA ALTERNATE BLOCKING 1/2" SPACE FILE COPY Thursday, JUIY 29, 2021 ♦ NUMBER: @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING EEs-XTERIOR INTERIOR - 01 KA PROJECT SEE PLAN FOR MORE SHEATHING INFORMATION 21-6773 2x4 S.Y.P. @ 16" D.C. 8" C.M.U. SEE PLAN FORREINF; Sheet: e® Of: TB14 NON -BEARING EXTERIOR CMU WALL N.r.s. TB15 EXTERIOR NON BEARING WALL DETAIL N.r.s. ROOF FRAMING AND BRACING DETAILS TB06 BLOCKING AND CONVENTIONAL FRAME DE AILS N.r.s. E 9 f THERMA-TROINSTALLATION 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 shirr s. 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 ACCEPTA ILE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PR VIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE COI TINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AN HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MAS MIRY JAMBS. 6" SPA EVE 6" 6" 6n SINGLE DOOR SINGLE DOOR W SIDEILITE G„ 3 3" 3" 3" 3n 3" III _ _ Ill E 1 l„ I 3w 3" 3" 3" 6 6 6„ DOUBLE DOOR W/ SIDELITES )A /E n V. 6' ;PACE :VENLY )" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE V-0aa IN FRONT OF MECH. OR APP. WHEN REQUIRED _ 411 DIA. CONCRETE FILLED PVC. PIPE. --TOP OF SLAB t op — °, IIb, N feu'>IP f o ¢ d of o z I ' ' Ie r-�-- 16" MIN. DIAMETER CONCRETE FOOTING .PACE .VENLY ?A4 SEALANT NAL SHI NGLE9 W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEAO8.6 PER SHINGLE. Vol MP IMIN WIle MONSOON L to use In SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXPURED, PAINTED BEHIND FLASHING LOCA47i EXTER. WALL FINISH AND EXTENDING A MINIMUM 0 6" ABOVE 6"Xa'HGALV. VERTICAL RISE OF FLASHING BASHING CONT. AT HNEEWALL %ASTER STo SEALANT ROOF SHINGLES 6"X8"HGAVI FLASHING CONT. m FLASHING DETAILS 6" HORQ. NOTE: THIS DETAIL IS REQUIRED SHhNG 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 a 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. INSTALLATION OF WINDOW /„ I I iv I I IV I L-I v 1 BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL IT & SCREW W/3/16" x 2 1/2" PHILLIPS ` 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU ' THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH. ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S BY OTHERS SHEATHING BY OTHERS LK BETWEEN` — PERrMETEA CAULK BY OTHERS O.A. WINDOW HEIGHT E- ,A dA Ga.19ii1'B. rdnt�r,alT. /-'"° 09 WOOD SCREW Y INTERIOR FRAMETYPICAL O. WINDOW• SEA TALLED 'Wl SE MaxlmumFaNmer Spadp9 Omb%Head and Silt) 4, B" & a' g,.. 4". Screws Fth e6eriar Vieth of RNad WBYIwv Wall Framing. #25prum/pine/Fk or Beth 611icat¢ #lO kl-112" Sam Hintrnum. penetration J'- Cross Section V iew MMmum " 11(T Silicone ElNIM'Sheatn L • You may wish to pre -drill the inetetlatDn holes in the fin at this time. Oterellewd Me prFlyrbad has h the nhounft M as vW are z&reassa Step 2 Apply a generous bead of silicone to Uses backside of the mounting fin. Use enough sllimne to wlficlandy fill all vulds between the fln and the wall sheathing. SW Insertthe widow irnd the opening ham the outside. The window is labeled "irwde"and 'ouMee", but IF Blase Labels have been removed the Swing bead should ahoy$ be to the inside of the building. Sted 4 Bw4N shLms under the 6N, adjusting them uNk the unit Is plumb In Use opening. Shims should be Installed under the MIN every 2 feet. The widow should be baskally centered inUw opening with no more than 114' gap between the window and wall hams . Step 5 Install a#10x I-1jrsoew 4"from Use Mar OF the fin at each and of Use head, sill and both'mbs. Step 6 Instal Use mmeining fasteners In increments from Me arms screws to the arras of each name renter. Use rare nA to over- tghoenthe screwsand pull them through the fin. Alm,make sure the sods go in straight and do Set am the name to bow. Wall fiamng shadd be minimum of #2 SpNmJPireynr. Fasteners should be #10 soni of su9k'ift length to adlieve 1-3I0" penetration Into the wall and no [am than 11? from of Fastemr. neeaetl fn eadi sde of hameto addeve B" n Le ofF.arm NAvnber 10" M 14' 34^] 4r 60" 1 Sir 74" 1 51". I 90" I 9B" Number of Fasteners 1 1 1 3 1 A 1 5 1 8 7 1 B 1 9 1 10 1 11 1 12 1 13 Sep 7 Remove aces sNicom our hom around the no and Inspect for holes %sods. Use Stan to fill MM voids. Sees Ifdesined, a foam Insulation can beapplied to the interior gap between the window and wall training. If applied, v*mustbe me NON EXPANDING TYPE POAA. Step Snce ten Widows aretypicetly used in rooms will high molsNre,k; bethmoms, R is moornrmnded that the Interim gap between the window and well hamingalso be sealed with Mans and tolow so as not to interfere wb the Installation of wallboard, file or trim. Step 10 Once all construction is complete, narrow the bubble wrap from the IIMde and oulade of the window. If necessary, clean the blodq with a mild detergent and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. IS to a o nit 'a U) w 1 �asm�ini!� 58� mNmgs a a a v tliy Product Approval Submittal Affidavit d�s� a W 3 w����� Z=� !�aZl 11-0s 3 Building Address: Contractor: 8 "g m �a m LL Building Permit: �� 2. 0`5 o� o8 ` V) K Of " J ❑ ❑ ❑ Product Design Pressures Manufacture Model # Attachment Method Approval # Fp6.Li VA+A1'.F66FNGCOM Roofing: z 1st Choice DADE TKO Industrues Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE' ROOFING FL30310.1 COUNTY APR NAILS. 3/8 MIN HEADS. 6 PER SHINGLE. .'^ Z W/ 3/8" MIN PENETRATION THRU SHEATHING `S Q ROOFING VENTS: a a DADE Florida Metal FLAMCO FASTEN WRH 11 GAUGE GALWNIZED RING SHANK ROOFING NAIL, " COUNTY APP. Inc. "Off -rid a vent" 1"FROM EDGE AND 4" D.C. TYPICAL FL21580.1 R-2 Ln n 1 y J ROOFING UNDERLAYMENT: lLr LL TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND 1st Choice PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL12328-R9 'u a R905.1.1 In w N Overhead Garage Doors: U.) m A - 53 1st Choice W5 +30.0/-30.0 CLOPAY 5 x2"x6" P.T. WOOD JAMB WITH FL16546.8 w r o $ (5)1/2" DIA. x 8" "J" BOLTS 2nd Choice +30.0/-32.0 CLOPAY 8 x x 7 7 FL15279.84 n Swing Doors: a N o 4m 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS F 20461.1 MS +67,0/-67.0 THERMA TRU-CORP. SOLID AND MIN. 12" O.C. THEREAFTER, THE DOOR FRAME SHALL FL20461 1 A ". H MIDS FIBERGLASS DOOR FIBERGLASS OR B3" E ATTACHED WITH 3/16" X WOOD SCREWS MIN. FROM t� i 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. CRCIS30140 Sidelights PLAT PRO RD FLizis.z 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS &DOORS SERIES 420 SGD E17676.9 DIVISION LOCATION: 1st Choice AI m. r irr r MI WINDOWS SERIEsa4osGD PORT ST. LUCIE n Alum. reinforced Windows:® Job Information: +40/-50 MI WINDOWS $540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON 1st Choice Single Hu (fin) ANCHOR WITH MIN. 1?F" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL +40/-50 MI WINDOWS 3500SERIES HOLESNOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/#8SCREWS . Single Hung (flange) Ot)R INSTAIEATILT THRUGH PROVIDEX BUCK IN. EMBED.8 WOD SO WOOEW D BUCK 3540 SERIES SUFFIENT LENGTH TO ACHIEVE VA" INCH MINIMUM EMBEDMENT+50.0/-50.0 MI WINDOWS Single Hung (fin) IN WOOD SUBSTRATE.. MI WINDOWS 3500 SERIES Sings. FL17894.4 Hung (flnless) frmea Mullions: 7la— M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION BECT5790 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mulllon 3 16" T ON ANCHOR H SUFFICIENT LENGTH TO ACHIEVE A 11A p CD M-1926 Horizontal MINIMUM EMBEDMENT WITH 1^ MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 LL,I N V V Mullion EDGE DISTANCE co M ET�If3E Fixed Glass: cv ° to IfJE 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR N a" N ;a +50.0/-50.0 MI WINDOWS MI3540 FL18644R� WITH MIN. 1?4" EMBED. TO ALL FACTORY DESIGNATIONS WITH E FIL D W/ 48 SCREWS OF SUFFICIENT LTLL HOLES NOT DESIGNATED FOR H. TO PROVIDE O N SHOULD JM W W 5/8" MIN. EMBED.W INTO WOOD BUCK. —j E Soffit: V I Model Name / Number: Standard vinyl .Staple 10" on center in direction 1st Choice +66:0/•71,6 KAYCAN LTD of length FL16503.4 R5 3000 Plygem / Variform I Plygem Double 5 1 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard I standard win I staples solid 144 vented - 45 rL12i94.2 Plan Issue Date: Hurricane Panels: Dade County App. ALL AM 24^ Ga. 24 GA. STORM PANELS Thursday, July 29, 2021 1st Choice SHUTTER &GLASS Storm Panels FL16293 R3 . KA PROJECT NUMBER: CODE COIIVIS I have reviewed the above components of cladding and have approved their 21-6773 CK C 2 ` use in the structure. (Architect or Engineer of record) FILE COPY ST. LU CIE Ci Name: Carl A. Brown Certification Number: FI. # 56126 Sheet: Of: S-5 Name: Luis Pablo Torres Certification Number: FI. # 87864 MATERIAL Name: Certification Number: REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD up WEATHER �' WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH / RESISTIVE BARRIER BARRIER GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING - TEMPORARILY SECU E DOOR ROUGH OPENING TO BE USED, R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall include flashing described In Section R703.4. _ WINDOW UNIT envelope shall as �WEATHER BARRIRESISR 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 BYLAPPIN DO FLASHING 3D4 E BEADOF APPLIED BY LAPPING DOWN r ADHESIVE TO 8E APPLED UNDER 0 3 In : 12.0 In SELF®ADHERED F LAS H I N G accumulation of waken within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. ' OVER RIM JOIST AND UP THRESHOLD S DOORANDRETURN WALL BY 6 IN. UP USE LIQUID NAIL BRAND WEATHER CAULKING (0.6 cm: 30.5 Cm) SELF ADHERED FLASHING IVI IV R ,/` ®U /•' T Fry DETAILS /t I L (°1 T R703.2 Watemesistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 vasFuamww"owl OR PROOF OR EQUAL L V\ rL1l VO asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where \WEATHER SELF -ADHERED FLASHING EXTERIOR' 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-mslstive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive RESISITNE BARRIER I f PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall continuous to the top of walls and terminated penetrations and building appendages in a SEAL TOPS OF JOISTS ri manner to meet the requirements of the exterior wall envelope as described In Section R703.1. eq UNDER DECKING SUBFLOOR SELF -ADHERED FLASHING (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 vrith a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: ,,; Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather RIM '"'IST Refer to the number marked as Q in each detail that corresponds to 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 underweather 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 flashingand 1 seal with tape (9 U t g PAPER 2O 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 by an intervening, substantially nonwater absorbing layer or designed drainage space. _ e ripcord S lit release on emend 4. Split the release paper using tit(p d embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved metal flashing, vinyl flashing, selfadhered membranes and mechanically attached flexible flashing shall be applied shingle.fashion or in accordance with the manufacturer's instructions. Metal (lashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's I Scale; NTs i SELF FLASHING SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING n O2 -ADHERED CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of to the building framing Self flashing FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and water structural components. -adhered membranes used as shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM 0920 Class 2s Grade NS or greater for proper joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED Minimum ) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in 714.7he to the the finish. Approved \\\\111111f1 // EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD ASPHALT - ADHESIVE 6. Fold as shown b arrows y comply with shall extend surface of t�xterior wall flashMexterior walls gs shall be ilnatalled at the folMA lowing locations: \`\�`X\\� O W 6 R '! THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle comer may vary, adjust folding of the flashing accordingly to fit REFER TO TECHNICAL UP JAMBE". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) III II tight to comer 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the P .' ., j_ ' . , v : •• •• G LETTER ON CHEMICAL COMPATIBILITY SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for solrequent drainage. Mechanically Y � Cr' ; � 6 d , RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window .md door openings shall be installed in accordance with one or more of the following: - Q ��• BEFORE FOLDING, SCORE SELF -ADHERED FLASHING SELF ADHERED FLASHING, EXTEND A MINIMUM G' RELEASE PAPERTO EMOSE AOHESIVEAs SHOWN) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the .+ ••, 5 Q� •; VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing F L3• THRESHOLD THRESHOLD instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing be in to direct finish to VI o'•••°°•• •••°"•• b z' P ';k/ OF S// R a MECHANICALLY FASTEN AS shall sealed or sloped such a manner as water to the surface of the exterior wall or ESS% O� w /Orr \ NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection the head J//gjdiliitlu\!\ <� � t0 v SECTION -A IL (SEE DETAIL WP02) SELF -ADHERED FLASHING at and sides. 1.2 In accordance with the Hashing design method of a registered design g g g gn professional. rn � FLASHING O (�'� 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. r ~ 2 or SELF -ADHERED FLASHING 52. At the intersection of Chimneys or other masonry constfuction with frame or stucco walls, With NAILING FLANGE projecting lips on both sides under stucco copings. : t t� DO NOT FLASH OVER - SEAL TOPS OF JOISTS �'J 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. p BOTTOM NAILING. Ei UNDER DECKING 0 2 7 gg'� N g �''t m FLANGE (SEE DETAILwPo7) 5. where exterior porches, docks or stairs attach to a wall or floor assembly of wood-framo construction. P ti n n. E „5 F to W c0 _ _ _ 6. At wall and roof intersections. 3 g g # SELF -ADHERED FLASHING \/� A SELF -ADHERED FLASHING /� SELF -ADHERED FLASHING /� �+ �$�� tt8 w d d � HALF ROUND WINDOW VVP04 EXTERIOR DOOR WITH DECK VVPO5 INSIDE CORNER VVPOV 7.Atbuilt-in gutters. ®d $g o. w Q. a vi h SELF -ADHERED FLASHING DECK PROTECTOR 'SHEATHING `.," 7/8"Cement Plaster 7/8" Cement Plaster £ E " r "gg tlEl u, ¢. of J m a d �'� ag IL 2 -� � I II � P$ � o � G h�l,lj in accordance with in accordance with. y o � , da 2 �.. o 0 ASTMC926 ASTMC926 gRg� rV co n -T" SELF -ADHERED FLASHING PATCH „ I :'.:. ,. `- -. .. , Fell backed metal Felt backed metal lathe in accordance lathe in accordance $ .� ° ymw.wsENG.00N ❑. ❑ ❑ t9 SELF -ADHERED FLASHING � ;i with ASTMC1063 with ASTMC1063 � - � � , � , Z - o DECK PROTECTOR .. :'- •. ,.. Building Paper Building Paper Z Z a e \ %.. 7/16" O.S.B. 7/16" O.S.B. n DOUBLE " sheathing ;. sheathing '/�� _ Z.N SINGLE JOIST Keep p edgscreed JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING t Metaling ofwee 2" below to of w top of 'n% Q) o R 2 Y , . 3 1 /2 , _ .. , . , , _.. , . , black - y m - 3"MIN Unperforated Vulcum Q 4 Flange 7/8" cauk bottom Weep Screed A a N �m V. • 5 s;.Bottom only Maintain _joint w £ o v of 3 1t/2 Unshdorated Pep a. ` SELF -ADHERED FLASHING �] W PO SELF -ADHERED FLASHING /� P O APPLY LIQU I D FLASHING TO THE MASON RY 0PENINGH EAD, JAMB, SILL IN ( 1 RECOMMENDATIONS, BEFORE W P Weep Screed g Flange 7/8" Wee Screed 1 1/2 to 2 TN�� U o Ix (ol \H0.8362x;DECK JOIST / OUTSIDE CORNER �/ V ACCORDANCE WITH THE MANUFACTURER'S Roof. v o d N o vo INSTALLATION OF THE BUCK/RECEPTOR. Above 1/2" Cementltlous Sheathing Decorative Finish A&A\DAMS HOMES I r ao ,•o, All Inside and __. outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR _ WINDOW UNIT ' °• need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster cut and Caulked all butt joints need to GULFBREEZE, FLORIDA 32563 BUILDING PAPER SLOPE SLOPE in accordance °' a g o, becaulked using with ASTMC926 Vulcum caulk for all DIVISION LOCATION: SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 In (0.6 cm: 30.5 cm) 0.3 in: 12.0 in (0,B cm: 30.5 cm) over wood 2nd : " floor IC�tOk RcuII PORT ST. LUCI E � Job Information: -__--`_ SELF FLASHING pE�p®. (,+®t) OMPLIAN( .: -ADHERED L"UCIE COUNT WIRE LATH SELF -ADHERED FLASHING F'-'-- EXTERIOR ^�+ B®li4 BUILDING PAPER CEMT. FIN. WIRE LATH 1/2" Cement T SELF -ADHERED FLASHING Plaster Finish 7 r IV Block L w O u) n v WIRE LATH 2 1/2" Perforated m o m Flange 1/2" Weep > CAL m `u v c� n 3 E BUILDING PAPER BUILDING PAPER Cement o, Screed 7 a m N Plaster over block ® _1 W ZD m o Ist floor m (n (/) GD EXTER OR _I VI Model Name / Number: WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below 3000 finish floor Plan Issue Date: Thursday, July 29,2021 OPTIONAL DETAIL /1 ® KA PROJECT NUMBER: 2 21-�773 3 g 3 o Note: The building paper zind metal lathSELF-ADERED mlust be installed ovt r the top of WEEP SCREED DETAIL Sheet: oh SELF -ADHERED FLASHING 1 O CEMT. F NHSH WINDOWFLASHINLL V V P ING CEMTFFI�ISHSEL-RED PARAPETHWALL SCALE: NOT TO SCALE the Weep Screed. WATER PROOF CEMT. FINISH WINDOW HEAD DETAILS G3RA .SiAgF ', ®_ ,... two_. s- 8x4 1wcd - Jim - 5" bath duct 5 51=/g< a: Sx411 - 5„ bath duct to roof cap - 50 to roof cap > s Q w/ standard 70 ° - 8x4 1 w 'L� w/ standard 70 &'*� cfm bath fan—lig t - 2 ,5 x6,1w fboth fan cm a Y �, 2- O -f 4" 6 — Q"� \,(�), � HER 2. 11 " 5 d j j -7 - -a LAUNDRY N CQCQM o _— -; B, CLUNGk 8'2l;hYi _ -; O i l Ox6 1 wcd; I O L� 9' 200 1,0 , i fl < 3 dryer wall cap v v f 14x8 1✓cd FAMILY ROOM ,. la W !Y 10x6 1 wcd O e ITRAY :WX CATHEDRAL C£,Likti 60— r g 12„ a 6„ 25 ----------------- ------ 8x4 lwcd S 12x6 lwcd 12x 1wcd i 18xl8 rag 100 100 I ----------- ---' I _i ------------ ---- ...... -.f. - Nw. 3 FaL 7' 1 ff �g 10x6 lwcd 12" 14x8 1wcd i rr 1. Z 5" bath duct iI. ;I - ----s35 �3 - 230 - -- - ,, o to roof cap 10, WCEt1N8 6 u 13 I lIan U) w standard 701i o g i� 10x6 1wcd DINING ROOM LU LU cfm bath fan 24xl r 6 50 CATHEDRAL CEILING . Q � - - - I— _ 10x10 rag 3 x18 fbrag .; ': # Q Q _,. - J 4,. e tom ,! 25 - &4 lwcd----------------- 8„ 42X42 A/C SLAB -� 8x4 1 wcd --- _ -- - i .. 14x8 1 wcd IWCUL,N rarer 3LA .n _ ° > u s ; 1120 °�I 180 BY BLDR MIN -1 �r z - 2' FROM WALL + _; 8 4 lwe �A w 2 cisGA A _ W 4„ s� Z :.:.:..... �.� s, Lu f y, i l o" ' 1, nA�r ex 9" LNIR I RE IE D FOUR C/) 14 8 1 wcd ia' cLr. a- - -<— - — - — - — _ __-.-. _ — �- — - _._. _ ____ . � _ CODE COMPLIANC O K) � 11 `I 2 2 rag 12x6 1 wcd' s 1. ST. L CIEOUh€ 4 W - 1 -Tj He aslaa � -_- ' IBOCiL' (n W Q Q 13EDMM #2 FI IpQtDM # a k�Mwu � i C O CV > a' ceLx�a 4.0 TON W/5KW @240V 1PH o 0CL platformeby Rec cAaNQ3torX AREA CALCULATIONS `� O N Z CT bldr scale :1/4"=1'0" z-� 9st^ie?!1R arioos.F. C�J O — 1 � m -g W TWAL LIVING (AC) 30005.F. LJJ 1 i I Z r�as�xa r+z°nz.u�n NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED ;nr��ece �-rss.r. � z � LU 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS MVEREDENMY 35sP. FILE COP J — Q Transfer ducts/grills sized in compliance o D Q EK ° with Florida Residential Building Code-M1602.4 balanced return air: EXCEPTIONS 1-3 WTALAREA UNOERROOF ssc�cua 3713S,F �neos.F. m IZ —i U) Q Q -L�F� Pl��l_- G FR�.��'-.O FN]RY 35 s F, R, a t 1 n g _ License # CAC032448 ` PATFi) 432 °:.F. F01-A:. 5L43 AREA A145 3.e: Must have a minimum clearance of 4 inches around the air handler per the State = Energy code. All duct has an r 6 insulation value.