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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERM►TICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND NOTES: BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ' DES. 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" 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 APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 4L FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA N AND CONTRACTION ASTM T 0 PROPER JOINT EXPANSION 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD+RAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-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 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM P OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 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. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE IN, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.14A. 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 OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, 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 MS05 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. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 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 = 2400 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/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, WALL SHEATHING: 7/16" STRUCTURAL I OSS 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 NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS AS G U RECOMMENDED BY THE NATIONAL FOREST PRODU CTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL IN CLUDE NCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA 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 -AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" r11 \ ; _ ►K-- i mil - SHINGLE GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 PSF GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS SOFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT '5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA 4O 5O (+} 27.6 (+) 27.6 10 () 29.9 () 37.0 (+} 26.5 (+) 26.5 20 O 28.8 O 34.4 s O 50 (+) 24.8 (+) 24.8 0 @ (.) 27.1 (-) 31.1 0 5Q (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'.0" () 51.3 (+) 24.3 (+) 23.3 O 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC I FIELD REPAIR NOTES I GENERAL NOTES: • BUILDER NOTICE. 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 112" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/"x 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) 16d x 24/2" 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. 1, ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed in the titleblock of these 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 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 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 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not CONTROL OF CONSTRUCTION SITE: ns lan errors, 'Designer undetected andanot preported to the / Engineer prior KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the 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 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 TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. No backcharges will be considere PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement by the Designer/Englneer without advanced CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. Payments will be made In accordance to the terms of the agreemen CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. � a N W LO §=S4W =sw fA -i oo ib r w W Sa (D �o�� po7 at W Wz Na m i'y`M 7 N n' C FPS W w a 12 .-� C- Ztava0 � Y0o 0W� J 3y N gd -; , m m a H �o c v t+'f ILCV N>= U Q Q d 5 bL . °a J a 4, • a @ £ 33� U J H y WWW.FDSENG.COM ❑ ❑ ❑ LO -a 0 z 0 0 N z o Q z N " LU ' Q 2NU . Q�, w � c _m RS W N E t- I41 = o air Cn 00 Q N O to �ljlm A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: MASTER REVISIONS - .� > 1 N DATE DESCRIPTION 0 10-17-2012 Changes per field meeting on 10-11-2012 in Daytona L� AMS 2 z �LO (' LO 0-M-ES.2 (n 0) Of Northwest Florida® �► m "' IH n. ? N i �Se0m oo a 0JLL.IZ) M o JmU)U)�� D D D � Model Name /Number: a®®© 0���n��� p�n �� GULFBREEZE, FLORMDA 3`2563 1512 MODEL 1512 kV :::PIssue Date: Friday, May 28, 2021 KA PROJECT NUMBER: 21-5377 I Sheet: I I Of: I COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B +27.6 / -29.9 1 ( B ) +27.5 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(plf) BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6)-10d SP1 W/ (6)40d SPF 402 STUD, (6) 10d PLATE STUD, (4) 10d PLATE $W3 16„ (2) SP2 W/ (6) 1Od (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, (4) 10d PLATE NO BW4 16" (2) 16d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (6)-1od 16" STUD, 6 10d PLATE STUD, 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 878 16" STUD 6 10d PLATE STUD, 4 10d PLATE NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BWg SP2 W/ (6)-10d SP1 W/ (6}10d 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6)-10d BW11 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW12 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED 2x TOP PLATE TOP OF WALL -/--DOUBLE SEE PLAN �f MASONRY WALL OR ICF WALL SEE PLAN 2x STUDS PER DOUBLE ZXHEAD ER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.; SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D SAME NT W/8d NAILS AT 4" o0 SW/ EE GENERAL NOTE #8 BRG. WALL DETAIL INFIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 112 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 ININ SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3A OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, 5W10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA, x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 -OR (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U = 6665 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ASU66 W/ 5/8" ATR** G - 12000 Cs SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDUS-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=24DO PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF FXT.j ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20) 1/4" x 21/2,, SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR ORATR*** C1.1 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU&SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HOU8-SDS2.5 W/ (20) 1/4" x C12 1.8E Fb-2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1- SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT; 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF LCJ COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (1.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d OA31" X 2 1h" 0.131" X 2 s/2" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0-1.48" X 3 1/4" 0.131" X 3 JA" NAILS & TOP PLATE 12d OA48" X 31/4" OA31' X 3'A' 8' O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131' X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 31h" 0,131- X 3'A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 H4 W/ 1/2" FLITCH PLATE THIS SHEET (3) -1 3A" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 112' H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP, EACH SIDE H6 (2) - 1 3A" X 9 1A ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-W -16'-0" t (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7, IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK 11EAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN, (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) BM OSB FLITCH PLATE. NAIL BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS Or 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O, ON ROOF PLAN. (2) - 2 x t2 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLrfCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE (2) -1 3/4' x 111/4" LVL COL. U.N.O. ON ROOF PLAN. CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2)- 1 3/4" x 11 7/8" LVL 2.QE F1)==2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST i/4" 01 6" O.C. TYP. SOS WOOD SCREWWSS ®1 OR (2) SIMPSON HETA16 TO CMU EACH SIDE (2) -13/4" x 16" LVL COL. U.N.O. ON ROOF PLAN. 2.0E FD=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. SIMPSON LSTA 12 STRAP TO TIE ANGLED CORNER RIPPED2x 2x6 NAILED TO TOGETHER @ SILL, HEADER 2x4 10d AND TOP PLATE @ 12" ON CENTER I -,J 2 x 4 STUD MAX DIST 24" O.C. 1/2" RED HEAD @ O 2 x 4 P.T. PLATE w/ R.O. O BAY WINDOW 7" EMBEDMENT ---------------, SIMPSON LSTA 12 STRAP RIPPED 2x ON BEVEL TO TIE ANGLED CORNER NAILED TO STUD TOGETHER @ SILL, HEADER (TYP.2 SIDES) AND TOP PLATE BAY WINDOW DETAIL FRAME TO FRAME SCALE: N.T.S. 0 u 3'-6" 11'-2" 13'-4" E.% 10'-0" = m O 35 SH t DBL 25 SH - FLOOR PLAN ELEVATION "A" & "B" SCALE: 1/4" = 1'-0" +26.5 / -28.8 O- +26.5 / 34.4 +24.8 / -27.1 +24.8 / -31.1 +24.3 / -27.5 Li +23.3 / -26.0 NOTE: i. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 1ZLIVN1111 LT/_11111 A't: Yr•p� 1_ GENERAL NOTES f y tr 1. R302.5.1 Door from garage into house must be a J minimum 1 3/8" solid wood door, solid or - honeycornbcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of . • �' the building, exhaust to attic Space and soffits is not acceptable. Ventilation shall be permitted to exit through m the soffit If solid soffit Is installed 5'-0" on each side of the venting, P 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12,7mm) gypsum board applied to the garage side. N Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also g y C14 LID protected by not less than 1/2 inch (12.7mm) g $ W a� W W I• 00 gypsum board or equivalent. o a � � Q m � Lin Co I'- �aV �3 JJ E 5 c LL LL 4. R312.2.1 Window sills In dwelling units, where the � � s � � 0 $ � � a "- top of the sill of an operable window opening is located § 2 A 1 � z � less than 24 inches above the finished floor and greater e . - GI m e •° CL W than 72 Inches above the finished grade or other surface ° W 0:0Q 8 N w LL below on the exterior of the building, the operable window _ i9 -' m g a- �3 shall comply with one of the following [3 listed methods]. " 5 �' ry e `" Q z E Y dWLQ 5. R308.4.2 All windows within 2'-0" of doors and in - . °' Shower or tub areas will be safety tempered glass. a LL 2 m a ED CL 6. Ceiling for exterior entries and covered porches to d t 8 f9 D: `n a 2 a have 7/16". span rated OSB nailed per zone on Y d g Z Q W roof diagram nailing schedule or 5/8" CDX. o s N a W❑ ❑ ❑ I- WW.FDSENG.COM 1X T&G acceptable for substitution. ZA 13 7. EC: R402.2.4 Access doors from conditioned spaces to z vLo unconditioned spaces (e.g., attics and crawl spaces) z o 0 y O CD shall be weatherstripped and insulated to a level N 10 NQ equivalent to the insulation on the surrounding Q ;; Q surfaces. J Cn 01 d 8. M1502.4.5 Duct length rn The maximum allowable exhaust duct length shall beQD z (N I1� ail determined by one of the methods specified in sections L/) 0 J r M1502.4.5.1 through M1502.4.5.3 �, u- w a 9. Ceilings for exterior entries and covered porches to be .� � m 7/16" OSB on underside of roof trusses shall be V attached to all framing members with 2x blocking QO uu u5a provided at perimeter. The OSB shall be attached w/ Sd V) ai � nails at 6" O.C. field and 4" O.C. at edges or 7d screwNV m shank 3" O.C. field and 4" edges. Vinyl ceiling to be U J attaches to OSB per manufacturer specifications LU o , e' H 00 ai N 00 U 00 �_ Q N o a 4X 1Y !GAMS HOMES d' N FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: -+HOSE O BIBB zL0 W O ++ 0) y � m (Y) C CO C2 N 0v0 a 3 0 i • ■ ' i N O I0 W vJ v! Model Name / Number: AREA CALCULATIONS TOTAL LIVING (AC) 1512 S.F. GARAGE 390 S.F COVERED ENTRY 28 S.F. COVERED PATIO/LANAI 87 S.F. 1512 ♦ I Plan Issue Date: 1 Friday, May 28, 2021 KA PROJECT NUMBER: 215377 Sheet: 2 Of: TOTAL AREA UNDER ROOF 2017 S.F. FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF (TREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24'• GENERAL FOUNDATION NOTES (U.N,O.) CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 81, f, LAPPED MIN. 6" AND SEALED. REINF. OPTIONAL CURB FOR �I �'j F.F. VARIES GRADE SEE PLAN MP-STNRY @ELEV. 0'-0" -'- - - - 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W M, OR FIBERMESH W/ #5 BAR V. 0'-CONT' T /FIBERM IX ADDED TO THE CONCRETE. IN ACCORDANCE W/ AND NER-284 FOR FIBERMESH OR co 4_1 NER-414 FOR FIBERMIXSOVER 6 MIL VIQUEEN V POR BARRIER. "� �' x GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. Z 3 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO 2STORY: 20" X 20" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. REINF. NW/ (3) #5 CONT.DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 16(2} #5 SEE PLAN '11-2 # 5 REBAR 4 CONSULT W/ MANUF, SPECIFICATIONS PRIOR TO POURING OR REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN —F_F. sr x 00 8" (1) #5 REBAR CONT. 16" () RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. BEARING 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE 1/2" = 1' 0" FM02 SECTION @ GARAGE 1/2" = 1'-0" 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 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 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 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION FM03 I THICKENED EDGE 1/2" = 1'-0 = 1'-O" REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. .. , ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF IF GREATER THAN 24" CONTACT FOR OR FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. REFERENCE FMASW FOR STEM WALL OPTION DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR ) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. PROVIDE 13" WIDE H FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. 7— _x *. I ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE o • 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) #5 CONT. JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" =1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W (3) - #5 CONT. FOR MORE INFORMATION) MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs: F1.0 1'-0" X CONT, 1'-0" 2 #5 E.W. BOT. 2000 F2,O 2'-0" X 2'-0" 1%0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" X 2'-6" 1' 0" 3 #5 E.W. BOT. 11000 136 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 —,5 3'-6" X 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1' 0" 5 #5 E.W. ROT. 28000 F4.5 4'-6" X 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 f5-0 5'-0" X 5'-0" 1'-4" 6 #5 E.W. SOT. 42500 F6.0 6'-0" X 6'-0" 1'-4" 7 #5 E.W. BUT. 61500 SEE PLAN -� . � EEPLAN *-— * . N � •8„ 4" 16" 4" 2-#5 REBAR 4" lo FM11. STEP DOWN BRG. 1/2" =1'-o" FM12 STEP DOWN NON BRG. 1/2" = 1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT (L SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o N TYP. SEC. ELEV. 0'-0" WITH CURB _ (1) #5 BAR CONT. I I (G.C. VERIFY) z REINF. 0 2 #5 CONT. F.F. • ° _ _ _ _ _ - (SEE PLAN) 2 #5 BENT BARS W/ INSTALL LINING _ w w MIN. 25" LAP SPLICE MATERIALS PER �n <n FBC-R P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN #5 CONT. MIN. FM14 SECTION @ RECESS SHOWER 1 1/2" = 1'-0 FM18 TYP. STEP FTG. DETAIL 1/2" = 1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF,17 BY COLD BENDING THE BAR WITH SEE FND, FOR MIN. BAR LAP OF 25" QUANTITY 00 45 X 25" X 25" o CORNER BAR ONE N FOR EA. HORIZ. N REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) #5 CONT. FM19 TYP. CORNER BAR DETAIL 11/2" = 1' o" FM23 TYP. FND PENETRATION 1/2" = 1'- 0 STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT, F.C. SPACING (O.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-I" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. BARS #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED I EA. VERTICAL REINF. B , FIN GRADE- 8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12' LIFTS STRIP F'rG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) g u rye. ss' 4as COVER d FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND vERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM 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 FILLING IS TAKING PLACE *16" 5.1(5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" V C. U.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-O" h * -TALL (TYPICAL ALL CORNERS) It 16" C. 6.If= STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS " 7, ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. v403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS -SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. I XTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NITS LEGEND INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING TU TO SANITARY SEWER 1. „ 1 9" VTR PLUMING RISER AN OUT 11' 2" 13' 4" 13' 6" 3' 0" 5' 4" 2' 101, 3' 2" 7' 0" 3' 4" w Illi- � ill FM01 o m FM03 Ill `;i ,'ill 3 tm 3 _"� A/C COMP & PAD 4" CONC. SLAB W/ 8" X 8" THK'N EDGE r-------- ----------------- ------------------- T-------- ---------- �--------------- ------------- � o ; FM11 I ❑ FM11 o I.. , 3 ' STEP DOWN 4" ' ' ■ — z LS) ` — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — , I 1 I z 'IJ I O FM01 00 !/ -PROVIDE CHASE ' ❑ 1 �`� . `� FOR HVAC UNIT , 0 �11a0 ;' J � Q I o PROVIDE ELECTRICAL &tPQ THRU SLAB @ ISLAND SERVICE ■ ' LOCATION , c-i (REFER TO FLOOR) M I ■ — REF. -�,'[� �i 1 FM01 o F s �52� (Jill Q. , �r �a ' 4Cvl\ 3 I I r— c �/ r = r — — I I` I01 00 - --------- --- ------- ��� a_, II I A/C 1 S WR I I a0 N r` I ` - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - II IJI ' I I> I I L — — - LLIV- ---J;� I r 1 101 II o1 I J z I L-——- J 1 ■ z 22' 10" 1' 10" 1' 8" 8' 6" 3' 2" Ian oLOw o zo In 00 I o0 n — — — —_—_ — + n ■ in , N o� r - - - rr = ,n FM12 3 ti I I; GARDEN ■ , i D I I W II „ II. TUB •----�---_---_11_t- ----------- ---- ---- ---- i� ---rl-'--------- -� ` I � ' _ L J N L� — — — — J 1' 10" 3' 3" 1 2' 10" 10' 9" ' HANSON BOX '• ' 3 VTR MAX. 36" AFF W H' �� ' ' ■ AS WALL --- --- ---- -' r 0 0 1 , o 0 LGT. 35'-0" _-r 8 w f--, , m o FM12 , in Z 13' 4"' VH 5' 4" 19' 4" C.J. SEE NOTE 6 t- — - — - __,— T 60 to , 1 I ' I C) , o oN ZSTEP DOWN 4"oFMO3 I HOSE 3 ; BIBB FM01.'---� ------------------------------------ ■.� 3' ------- -- ■ o ��- --- -----_.. 0 CV N 2' 0" I. 2' 0" . U 5' 4" 1 2, 0" _ [ 2, 0" 4, 81' 16' 0" FOUNDATION PLAN ELEVATION "A" & "B" SCALE: 1/4" = 1'-0" 1��,,aaal'waoal��� 0it lilt I o� ;'U 1Elm c 12 0 1,. I( .J O C W !M f�-'p Qg�� c �I � IJL li ._ Um Q+=Nh' Uj WW a 8gMLLr-d' co P. w C ���Lz _0- 13L c YoM.=c4c, �y 0--r'-d) ww" o', 43 �_ 111 ,n2 IL mw co Onv U d a$�v 2 Q = U WWW.FDSENG.COM ❑ 0 ❑ U' Z Z ,0 04 Q a , a � _L0 z I- 0 M - _j w Om w u�aa M NQ w O L y $, W 6 — o0 Y c ? Q N 0 bb4 u,"%, DAMS HOMES w­ wow FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: z �LO LO 0 to W L m 00 M N .. .. 00 0 _I W m o J m (!) (n LO LL Model Name / Number: 1512 Plan Issue Date: Friday, May 28, 2021 VI KA PROJECT NUMBER: 21-5377 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,512 x 3 = 4752 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 (5) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,086 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 23,086 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ®100% = 10,000 + 40% OF "A" = (.40 x 23,086) = 9,234 + 100% OF "B" = (10,000) = 20,000 TOTAL WATTAGE = 39,234 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 163 ASSUMED EDGE OF WALL 0 2x6 WALL (FLOOR TO CEILING) I. 2'-8" USE 2 RED HEADS TO ANCHOR WALL 11171IM1124.11ALTERNATIVE PROTECTION BARRIER I N.T.S. NOTE: ! KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN ELEVATION "A" & "B" SCALE: 1/4" = J'-O" w I— w U w J w HOSE BIBB ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2, ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH 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/ 12 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING {�- CEILING MOUNTED FIXTURE U P Ll0- TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE a CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT Ln LU DOORBELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV� T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER 0 RECESSED LIGHTING J ❑ JUNCTION BOX WP WATER PROOF RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER MAIN DISCONNECT 200 AMP 200 = 2/0 COPPER OR 4/0 ALUMN, IN 2" CONDUIT DISCONNECT UNDERGROUND SERVICE BY-10 POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE INTERSYSTEM # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN, B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO, N O N 0 N c� u- v, o_ ® a1to co o Lo w 0 F- 00 3do Am " �#kk ��c�rn VN �0�1 LL LL Il Z o, 2 tiY.iy��C " W d d W "�$,g''o a� z.c vim¢ o Z 3 (Y o I— O �g�" m � _ N Iliac m w 22 T zIR m V V6 (] ❑ ❑ k°- WWW.FDSENG.COM O L7 7 13 z co 0 04 z CV d r�► ,� � Z m l!7 %Q) — "L ! W C �Vio V) 0' ;16�m c ut�o, t!i _(y) (y) U (N E 0 .' _ oQ) OD Q NOmm DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V Job Information: No {0 1 z o� Lo W /off e l M i iN, � p C �' ch N F- ri ■ ■ ■ ■ ' ' a) > 0) 0 J W N m o LL ivi Model Name / Number: 1512 IVI♦ I Plan Issue Date: Friday, May 28, 2021 KA PROJECT NUMBER: 21-5377 I Sheet: � IOf: I ELECTRICAL PLAN 12 6� T.O.M. _ -.,,HD. HGT. _ - — El 00 LITE TEXTURED DECORATIVE 00 zo RAISED SMOOTH CEMENTITIOUS COATING zo 1A3 5H TEXTURED BANDS ul RETURN 2'-0" SEE FRONT ELEV. FIN.FLR._ FOR SIZE &STYLE ----------- 050- — - — - — - — - — - — - — - — - — - — - FIN�FLR.N--- 48" OFF RIDGE VENT DSL 25 S-I 1 I 3050 SH 3050 SH LITE TEXTURED DECORATIVE 2868 DOOR CEMENTITIOUS COATING RIGHT ELEVATION SCALE: 1/4"=1.'-O" N m T O.B. - -- !IQ-. HG-L. O 0 c"o 35 SH FIN.FLR. -_-_-- _-- — REAR ELEVATION SCALE: 1; <t" =1'-01, 0 1-d BRG @ ENTRY 0 T.O.M. FIN. FLR. LITE TEXTURED DECORATIVE CEME_NTITIOUS COATING 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48" OFF RIDGE VENT —� I-- 23 SH NOTE: 8" OVERHANG ON THIS ELEVATION @ ENTRY ME 25 SH l I rai r.ao Formula = SF / 3d0 ,/ 2 * 144, net sa incho"of venting needed e Soft product provides 4.12 18.00 net sq in / sf net sq in / If Ridge vent provides - Off ridge vent provides - e 138.00 net sq in / sf Overhang distance 133 ft S.F. of Area to be vented (SF) 2017 s.f. Total ❑ceded for exhaust for upper 1/3 484 net sq inches Total needed for intake (soffit area, lower) 484 net sq inches Number of Off Ridge Vents for upper 1 /3 needed - 4 — L.F. of Ridge Vent needed (can be used in combo with ORV) 27 Lineal Feet of Soffit needed to meet required - 88 Lineal S.F. provided by plan 177 T.O.M. --- - —------------- - — - — - I-D-_HGT. O LITE TEXTURED DECORATIVE ao CEMENTITIOUS COATING RAISED SMOOTH io TEXTURED BANDS RETURN 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE — - 2050 1 FIN. FLR., - 2050 SH 3050 SH 2O50 SH 3068 DOOR w/ KICK PLATE & 3014 ARCH TRANS. ABOVE LEFT ELEVATION SCALE: 1/4"=1'-O" RAISED BANDS 16070 OVERHEAD DOOR EWE f? s FRONT ELEVATION "B" SCALE: 1/4" = 1'-0" FILE COPY yr. ''etSPt`lp. g.��PB, ae 'o JF 'u1 CV cr}N` tr ti 00 Cq "jt 93�l1jl��'®� > t0 �i Lu N d c (' O _ °w 'S ° N O 9 GW G N M Go to W (a r- 00 Rbbb3 (9 Qm m c L0 00 C it it E 5 �'rn ct `o W C o 61 LL W LJL. ; C 6� N OOb0 U ° NrOc W a - a � .Q - a«''+r a w a m Lu Y o�Fuw 0'0 a w 3 m .Q t .a6°° Ljc�Nw N °nWa m O p W ir 00 Co >�N Maki O a9 G U J V} mo WWW,FDSENG,COM Z M — O 0 z O O 10 ZC � Q C 1 eZ t-i — L0 r- Z N L41 �V�1 '1tt (9 eh _, coy w a • } W CL' N 'f Oft `- U M fC5 I N ULLJ CM E 0 4 11 F— 00 .. CL 00 LO DAMS HOMES ALI FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUOI E ® Job Information: LL 0 z Uj 00 M � Q 00 U) - 0 m MMLUZD ® Model Name / Number: 1512 ® Plan Issue Date: Friday, May 28, 2021 VI KA PROJECT NUMBER: 21-5377 Sheet: 5 Of: ELEVATIONS-B SEE DET. TBO3 G.C. TO PRI BLOCKING W/ APA REI FOR SPAN f SHEATHINC SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 160MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING d W - - EQ. O Q W ¢ d EQ. - "X" DETAIL BRACE T801 SEE CONTINUOUS BRACING o 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - - IVIDE 0 COMPLY- OMENDATIONS ATING OF DGE DETAIL ---/ - - _ - - Q < O W \ BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP ` 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINOTHAT MAY BE REQUIRED rr ■" @■LET nnW nr VIA 1AIV12 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT BRA1 iNG PROviuw rl LA,r-,\Y.l VYGR MI ..oral wi■ yr IIV ..r.:.+. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+} VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r a ,,a LA I/ /1 11 11 HIP -37.02 -51.06 -51.06 -51-Ulu �C 10 GABLE -37.00 -37.00 1 -58.99 -58.99 58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: -1232" EXP- 1 (4Q20) TILE: J232" EXP. 1 (4220) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO Sd (2 a8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1-E32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS 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, A MINIMUM la" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN -8", O NAIL AT BASE 2 ROWS crud 4" O.C. wl 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. O NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER wl Sd COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. 15/32" OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING II AS REQUIRED PER SECTION X-XIFNOT J FULL HEIGHT SHEET O/ FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM LI r� 3r a *aa71e* 8=4ft GARI F RDOF > 20 TO 45 DEG [4:12]-[12:12] NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN, 131" X 21/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1a" (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSURE 1 SHEATHING -T II ----------- rT---TI------_--Tr--- 11 II II II I II 11 II I I I I I SOLID 2x BLOCKING � F 1 ( I I 11 I I 1 � ALL SHEATHING W III III 11 I II II II t 111 II II 1 I EDGES = N I11 I I I I III I IVill (SEE SECTION X-X) p F III III IIIU? IU III OPENING I 11 I III II II 1 1 IIL_--JL--- L- - ---J Z 00 III III C III X III I I 11 II I I II Q. III I14_- JL- -- L- -JL--- a - _ y III III X-II--_II---I 111 UI II I E 1 I11 IIII -- -------- III I I II II I III II II II I 2. STUDS BEYOND. W w w III I I II i 1 1 1 I I IIII I I II II SEE PLAN M J 111 111 I I I II IIII I I I II IIII II II II I II II II I � IIII II IIII II II I I 0 I I it II II I IIII 111 nI nl1 I I II I I I I 11 I I I I u l 11 n l I11 I11 11 II 11 I ul u H n I ul N N n I u___JJ____L____Ll y VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/8" „S„ = NI SPACIN 1/2" zo o SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING -2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES - 1512 ELEV 8 BASE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES UPLIFT RATING. (9)10dx1-1/2' AC: -A09,A11BC-A15BC,801.-B02 L/:R -.906#or less HETA16 / HETA16 1810#/1810#.. 9) 10d x 1-1/2" -.. (12) 16d (2)HETA16./ (2)HTS20 / (2)HTS20 / 2365# / 2620#/ 2620#/ (48) 10d x 1-1/2' - A10 L M M / R / / - 1936 #or Less - (2)HETA16. 2365# _(48) 10dx 1-1/2" 12 16d (12)16d. A168 - L/R.: -1872#or less (2)HETA16/(2)HETA16 2365#/2365# (12) 16d (14)10d x1-1/2' C01 L/R.. -596#or less MTS12/MTS12 990#/990# 14 10dx 1-1/2" C11:-Cis, : CJ1V- G5V, 07, ERV, E17VP1 H171 L/R -350#or less - HETA16/PERTRUSS MFR -1810# (9)10dx 1-1/2' H17 V 03S-05S,EPS L/R- -201#or less PER TRUSS MFR' ZOl L/R -204#orI - (2)H2.5A/PER TRUSS MFR '.1130# (20)8d Z02 L/R -186#orless H10A/:PER TRUSS MFR '1040# (18)lOdx1-1/2' TRUSS MANUFACTURER: BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS. 4/15/21 L = LEFT, R = RIGHT & M = MIDDLE: BEARINGS. . BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS - ALLCONNECTORSARE .SIMPSONPRODUCTS SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETA16 w/ (9)10d x 1 12" OR 1810 HTA16 wl (1000d x 1 12" OR 1585 1870 MASONRY HETA20wl (9)10d x 1 1/2" HTA20 w/ (10)10d x 1 1/2" © FRAME TO FRAME H2.6Aw/ (10)8d NAILS 535 565 RT7A w/ (10)8d NAILS 515 585 O FRAME TO H10Aw/(18)10d x 1 1/2" 1015 1040 HTiGAwl(17)10d x 1 1/2" 895 1020 FRAME H 1 DA-2 wl(18)10d x 1 1/2" AT 2 PLY TRUSSES 930 1080 RT16-2 w/(16)l Dd x 1 112" AT 2 PLY TRUSSES 935 1060 O FRAME TO MTS12 w/(14)10d x 1 l/2" (AT EXTERIOR 860 99p MTW12 w/(14)10d x 1 1/2" (AT EXTERIOR 1D05 1195 FRAME LOCATION INCLUDE (3) 12d TOENAILS) LOCATION INCLUDE (3) 12d TOENAILS) OFRAME TO MOT w/(22)1Od NAILS AND 5/8" A.T.R. wl 12" 3330 3965 MUGT15 w/(28)1Od NAILS AND 5/8" A.T.R. w/ 3330 4495 MASONRY EMBEDMENT W/ SIMPSON "SET" EPDXY 12" EMBEDMENT wl SIMPSON "SET" EPDXY O FRAME TO HTS20 w/(24)1Od x 1 12" (AT EXTERIOR 1125 t310 H fW20 wl(14)10d x 1 12" (AT EXTERIOR 1285 1530 FRAME LOCATION INCLUDE (3)12d TOENAILS LOCATION INCLUDE (3)12d TOENAILS Q FRAME TO (2) HTS20 w/(48)1 Od x 1 1/2" (AT EXTERIOR 2250 2620 (2) HTW20 w/(48)10d x 1 12" (AT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE (6)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) FRAME TO HGT-2 w/ (16)10d NAILS AND (2) 5/8" A.T.R. HUGT2 w/(16)1 Od NAILS AND (2) 5(8" A.T.R. "SET' © MASONRY w/ 12" EMBEDMENTw/ SIMPSON SET" EPDXY (HGT.3 FOR 3-PLY) 10690 w/ 12" EMBEDMENT w/ SIMPSON EPDXY (HUGT3 FOR 3-PLY) 7020 9790 OFRAME TO FGTR w/(18) 1/4" x3" SDS WOOD SCREWS 340D 4725 RFUS w/ (12) W53 WOOD SCREWS AND 7100 MASONRY AND (2)1 /2" x6" TITEN HD ANCHOR BOLTS (4) 314" x 6" WEDGE -BOLT (1) LGT2 w/ (16) 16d SINKERS J1 FRAME TO & (7) 1/4" x 2-1/4" 71TFN 2 1750 2030 MASONRY SEE NOTE #6 BELOW 62 FRAME TO MASONRY/ (2) LGT2 w/ (32) 16d SINKERS & (14) 1/4" x 2 1/4" TITEN (2 PLY TRUSS) 3500-M 4060-M (2) LUGT2 wl (32)16d SINKERS & (10) 1/4" x 3" WEDGE (2 PLY TRUSS) 3100-M 3100-M 3240-F 3770-F -BOLT 3800-F 4520-F FRAME OR (28) 16d SINKERS FOR FRAME (EA) OR (32)16C SINKERS FOR FRAME (EA) J3 FRAME TO MASONRY/ (2) LGT3 w/ (24)1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN (2 PLY TRUSS) 4730-M 6570-M (2) LUGT3 wl (24) 1/4" x 212" WS25 SCREWS & (4) 3M" x 5" WB (2 PLY TRUSS) 6480-M 7050-M 5010-F 6960-F 6480-F 7710-F FRAME OR (52) 16d SINKERS FOR FRAME (EA) OR (56) 1Gd SINKERS FOR FRAME (EA) O BEAM TO HU410 OPT HU0410w1(18)16d & (10)1Od G#2680 HD410 OPT HD410IF w/120) 16d & 00)10d M080 BEAM NAILS U# 1895 NAI LS U#1950 BEAM TO HU410 OPT HUC410 wl (18) TITEN G#4500 HD410 OPT HD4101F w/ (20) 1/4" x 3" G#3355 MASONRY 1l4" x2 3/4" & (10) 10d NAILS U#1800 WEDGE -BOLT & (10) 1 Od NAILS U*850 02 BEAM TO MASONRY/ HU46 OPT HUC46 w/ (6) 1 Od NAILS & (12) 1/4" x 2 3/4" TITEN (TO MAS.) G#1540 U#980 G#3000 U#1135 HD46 OPT HU46 w/ (6) 10d NAILS & (12) 1/4" x 2 3/4" TAPCONS (TO MAS.) G#1825 U91030 G#2015 U4850 FRAME OR (12)16d & (6) 10d (FOR FRAME) SYP-F SYP-M OR (12)16d & (6)10d (FOR FRAME) SYP-F SYP-M FRAME TO (2) HETA16 OPT (2) HETA20 1920 1920 (2) HTA16 OPT (2) HTA20 1870 Q 1-PLY w/ (10)10d x 1 12" OR 1-PLY w/ (10)1 Od x 1 112" OR MASONRY 2-PLY W/ (12) 16d 2365 2365 2-PLYw/ (12) 16d 2430 HTSM16 wl (8)1Od NAILS AND (4) VeX21/4" 955 1110 HTWM16w/ (8)1Od NAILS AND (4)1/4"M 3/4" 1145 1225 FRAME TO TAPCONS WEDGE -BOLT N MASONRY OR IL HTSM20 w/ (10)1Od NAILS AND (4) 1/4"x2 1/4" 955 1110 HTWM20 wl (10)10d NAILS AND (4) 114"x1 3/4" TAPCON9 WEDGE -BOLT 1145 1225 ©FRAME TO H 10S w/ (8) 8d x 1 12" NAILS AND (2) 3/8"x4" 780 910 MASONRY TITAN HO DTT2Zwl (8)1/4" x1l 1/2" SDS WOOD DTB-TZ wl (8) 1/4" xi 112" WS15 WOOD O FRAME TO MASONRY SCREWS AND (1) 12"8 A.T.R. EPDXIED w/ 1835 2145 SCREWS AND (1) 112" 9 A.T.R. EPDXIED wl 1510 1835 SIMPSON -SET" (SEE NOTE 94) SIMPSON "SET- (SEE NOTE #4) FRAME TO HTT5 wl (26) 16d x2 12" NAILS AND (1) 5/8" 2 HTT45 wl (26) 16d x212" NAI LS AND (1) O MASONRY A.T.R. EPDXIED wl SIMPSON "SET" 4375 5090 518"8 A.T.R. EPDXIED wl SIMPSON "SET" - 5005 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) FRAME TO HTT4 w1(18) 16d X2 12" NAILS AND (1) 5/8" 0 HTT46 wl (18) 16d x212" NAI LS AND (1) OMASONRY A.T.R. EPDXIED wl SIMPSON "SET' (SEE NOTE 94 BELOW) 364D 4235 5/8"9 A.T.R. EPDXIED wl SIMPSON "SET" (SEE NOTE #4 BELOW) - 4160 O FRAME TO H1 OS wl (24) 1 Od x1 112" NAILS 785 910 LUGT1 w/ (23) 8d x1 12" NAILS 875 1045 FRAME TO HM9KT w/ (4)1 AN 112" BOB WOOD RT16M w/ (9)1 Od x 1 1/2" NAILS & OFRAME MASONRY SCREWS & (5) 1/4"X2114" TAPCONS 760 760 (4)1/4" x 1 3/4" TAPCONS 1395 1395 FRAME TO VGT w/ (16) 1/4"x3" SOB WOOD SCREWS & MASONRY (1) 5/8-9 A.T.R, EPDXIED wl SIMPSON "SET" 3565 4940 wl 12" MIN. EMBEDMENT TO (2) VGT w/ (32) 1/4"x3" SDS WOOD SCREWS OFRAME MASONRY & (2) 5/8"0 A.T.R. EPDXIED w/ SIMPSON 5170 7185 "SET"w/12" MIN. EMBEDMENT OFRAME TO VGTw/ (16) 114"x3" SDS WOOD SCREWS & HDU4-SDS2.5 wl (10) 1) WOOD 3285 4565 MUGT15 w/ (22) 1Od NAILS & HTT45 w/ (18) - 41 B0 FRAME SCREWS & (1) S/8"11 A.T.R. 5/8" A7.R. IOd NAILS & (1) 5/8"E A.T.R. FRAME TO (2) HTT5 wl (52) 16d"x2112" NAILS & (2) HTT45 w/ (52)16d"x2 1/2" NAILS O FRAME (1) 5/8"8 A.T.R. (SEE NOTE #4) 4375 5090 & (1) 5/8"H A.T.R. (SEE NOTE #4) 5005 UkaRAI CONNFrTOR NOIJ 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAMS wl (2)12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLYTRUSSES, SCAB ON FULL HEIGHT SYP #1 2"x4" TO TRUSS VERTICAL WEB w/ (2) ROWS OF 10d NAILS @ 3" O.C. STAGGERED. 5. 12" MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w/ 4'-0" 2x SYP ir2 (MATCH CHORD LUMBER SIZE) wl (2) ROWS 10d @ 4" FROM END & 4" O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE, AO MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF 1 FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F812/S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. wl (2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS w/ (2)12d TONAILS 8O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM (� MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS 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 SLOPEAND 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) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS. ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET SA REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST ( o J -METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL AL •I -ALUM FASCIA SECTION 2X BLOCKING NAILED 2x2 #2 P.T. MIN. FASTENED 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 L 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 t. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.14811x31,k" AT 16"O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (-) REFER TO THE PRODUCT APPROVAL FOR INSTALLAION Df AILS (**) ALUMINUM SOFFITS > V-4" BLOCKING REQUIRED. **) VINYL SOFFITS > 1'-0" SHALL HAVE FOR SOFFITS < 1'4' MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4" = 1'-0" mom " c co '7 O c u�S 00 ti d ' T0c OO U O d dn1 (a LJL If LPL - 8m=°_ a0��Z W 'ppyl a c c : (AlncN»o N �' m i= C V iy ll.l pW, t l � d UJ [i rY O L� wco■ wgSN a M�mNo o-rm W-;g ° O m W J a W� IL L co V, 020 ' Z cn ° U d■�.= ■. � W to .N Q WWW.FDSENG.COM ❑ ❑ ❑ 0 c2 13 Oo z N O J � f a� _ Ln z r' V) N VI m � -0 E v L1J c; .0 o u LLJ LU-)11- c �±) m -- (y) U 'mN E W 3 _ 0 U o� a CN6w DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: >_ I O z�Un O � `cc � W cc {L ■ ■ ■ ■ : ` W20 o _3 W m Liz o LL J W ui (n IV I Model Name / Number: 1512 Plan Issue Date: Friday, May 28, 2021 KA PROJECT NUMBER: 21-5377 Sheet: Of: 6 ROOF PLAN B LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES Model 1512 B BASE - 8"-0" Plate STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 1.71-411 950 322 405 341 8F16 - 113 / 1T (MIN.) 2 3'-611 6113 739 3524 453 8F16 - 1B / 1T 3 7f-811 1843 168 1624' 105' 8F16 -' 113 / 1T 4 141-811 1370 168 520 105 81`16 - 113 / 1T 5 51-1011 4360 168 2080 105 8F16 -1B / 1T 6 411 6113 739 2707 453i 81`16 - 1B / 1T TYP. TIE BEAM W/3000 P.S,I, CONC. W/1 #5 REBAR CONT. /��SIMPSON SP4 W/(6) - 10d X 1 1/2 / SP6 OR SP8 FOR 2x6 AND 2x8 WALLS I �-DOUBLE 2x TOP PLATE 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. do 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" •'d" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03,/1 r nnryrL. \L.nr/ W.,-/ ....... I na lr%ftu v /nr%r lAlCI+TInl i liII N.T.S. 20" MIN, LAP #5 REINF. BAR 7� #3 OR #4 REINFORCING BAR #q P #4 LAP SPLICE ! 1 25" MIN. LAP #5 REINFORCING BAR #5 STD. 90° HOOK . #5 1 AP SPLICE SCALE:1 PC 36" MIN. LAP 91 --------------- -#6 REINFORCING BAR * GRADE 40 U.N.O. #H LAP SPLICE I Ill I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 234" 12" O.C. 1 2 x 6 1/4•' X 23/4" 12" O.C. 2 2 x 8 1/4" X 23/4" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST :LINTEL at w � ' (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN Pi 2X : NAILER TO ; MASONRY , IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPGONS. SEE OTHER NOTE FOR SPACING REQUIRED Ill 12x BUCK DETAIL LINTEL BEAM: ► 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC, SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB t MS021 TYPICAL SHEAR WALL SECTION N.T,S. PRECAST "U" LINTEL(S) FILLED SOLID W/ '_3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM SIZE & REINFORCEMENT & LOCATIONS FOR Ill CONT. LINTEL OVER MULTIPLE ADJACENT WINDOWS) - HURRICANE ANCHORS TYPICAL SEE PLAN -� HOOK LINTEL REINFORCING INTO SIDE VERTICALS WHEN TOTAL OPENING_ WIDTH IS li OR IARGER- PROVIDE STD. 90* HOOK W/ MIN, 25" LAP SPLICE ON EA. END PROVIDE KNOCK -OUT BLOCK FOR FIRS- COMPLETE CMU COURSE BELOW SILL & GROUT TO BE FLUSH WITH TOP OF WALL -INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING WHEN WIDTH IS ill TOTAL OPENING OR LARGER PROVIDE SCREEN WHEN 10•• BLOCK BELOW IS NOT 00 REQUIRED TO BE FILLED. FYP, STANDARD 90 DEGREE HOOK Z o TYP. BOND BEAM ^ ¢ 8" x 8" x 16" K.O, N a U)LINTEL BLOCK Z Wp FILL w/ 3000 psi ' ' g CONC. w/ (1) 05 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi y:. CONC. w/ (1) #5 DIA. REBAR _'- INDICATES FILLED CELL ;.'. FROM Ill. TO FILL SOLID W/ (1; #5 BAR s. BEAM w/ (1) #5 BAR WHEN TOTAL OPENING : IS 61-01, OR LARGER 4 8"x8"x16' • PROVIDE 3"x3" HOLE ' IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF. THROUGH AS REQ'D. REBAR BOTH SIDES .' •' REBAR BOTH SIDES OF OPENING U.N.O. OF OPENING U.N.O. 12" OR LESS 'a 7. ' CMU U.N.O. TYP. DOWEL 25" MIN LAP (ACI530) SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION N.T.S. MS01 I BLOCK WALL REINFORCEMENT N.T.S- 0 u I NTE L L PLAN ELEVATION "A11 & "g 11 SCALE: 1/4" = 1'-0" GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO HE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O, 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F = RLLED WITH GROUT / U - UNRLLED #5 REBAR AT TOP MIN- (1) REQ'D R = RECESSED 1-1/2" QTY. OF #5 CLEAR REBAR as BOTTOM OF LINTEL CAVITY LLo i TOP KNOCK OLT OURS COURSE 8M-1B/1T � z LANTITY N to GROUT N OMINAL OF WIDTH #5 REBAR AT f15 REBAR AT TOP _ BOTTOM OF NOMINAL o 04- LINTEL CAVITY HEIGHT BOTTOM REINFORCING 7 5 8"PROVIDED IN LINTEL ACTUAL (VARIES) TYPE DESIGNATION 6" NOMINAL WIDTH GENERAL CONCRETE LINTEL MATFRIAI S (;FNFRA1hSTA�I ATI(]N NOTES 1. f'c precast lintels ='Al psL 1. Provide full mortar heed end bed joints. 2. f'c prestressed lintels = 6000 psi. 2. Shore fillec lintels as required. 3. grouted per ASTM C476 I'll= 3000 psi w/ 3Installation of lintel must complywith the architectural end/or structural drawings. 4. maximum 3/8" aggregate and 8" to 11" slump. 4-. U-Lintels are manufactorac with 5-1/2" long notches at the ends to accommodate S. Concrete masonry units (Cl per ASTM C90 w/ vertical cell reinforcing and grouting. minimum net area compressive strength = 2000 1 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and er ASTM 6. Rebar pA61-5 Grade 60. longer with a nominal height of 8" meet or exceed L/180. Prestressing strand per ASTM A41.6 grade 6. Bottom field added radar to be located at the bottom of the lintel cavity. 7. 270 low relaxation. 7, 7/32" d'ameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7/32 wire per ASTM A610. 8. Cast -in plate concrete may be provided in composite lintel in lieu of concrete 8. Mortar per ASTM C270 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No, 1.58.1 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verltcal (gravity, and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equatior: Applied vertical load + Applied horizontal load < 1..0 Safe vertical load Safe horizontal load - 8RF6-OB/1T 8F8-0B/1T AO ® cO O O O Oj 8RF141B/1T 8F16-1B/ST J © O O " 8F20.1B/1T '`O` <O; O O O O Ot 8RF22-1 B/1T 8172418/1T O O 0 81l 1B/1T 'Or O O CD 8F32 1B/1T CD .EAE E.I ); NA, I' la J " .� FORM & GROUT SOLID N et 1� qF12-1B/1 8 #5 BAR CONT. RM85 12" LINTEL DETAIL 3/4" =1'-0" t } s O w O 00 r�fP� d CN "Sill•�j1�,,,� cc� G 9. 03 LL 'a aicsw N N ((0 LOA 00 r- o c c ul m c ,s I*, -v LC7 00 ti pO [3 Obi LL LL LL 68�= 00 ncdo-6 LU LU a_ .�� Its w �LL � i W Y a W rn �� �L o in fo O w cn m O7 LLI d' a 3 41 do '� m m ¢ o g 3�, m u, d N 1; 0 W U cn $ ;' o WNNJ.FDSENG.COM ❑El D "- 13 Z 0 o z C4 10 z a5 91 V) rl z N 3 t/) co LL LL.1 C I L" d; CM Cc U C4 E LLI c O OD `, 12 Q C4 Ci M Q'!rY A nAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: `O 1 z �Ll � W 00 0r0 a, N W m ai d ■ ■ ■ ■ > N 0 LID M o Model Name / Number: 1512 Plan Issue Date: Friday, May 28, 2021 KA PROJECT NUMBER: 21-5377 Sheet: SIMI_ Of: LINTEL PLAN 0 2x6 #2 SYP P.T. W/ (2) %Z'x6' WEDGE ANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o a SECTIONAL O OVERHEAD DOOR CONT. P.T. #2 A WOOD SYP 2" X 6' TRIM 2"x6" P.T. WOOD JAMB v: DOOR AND CONNECTION PER • o 4 t--I �' GARAGE SLAB GARAGE DOOR MANUFACTURER • :f ; 00 r �.. . N •���' TYP. GARAGE DOOR ,� TRACK MOUNTING DETAIL ° 00 *`'r4tCili➢48 a 0 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. N �-! d 0j O 1-1 O I G .E LO 00 N ~ 00 LU N O W a �'��,o o �U mW' n- W } 0 BLOWN -IN R-30 INSULATION PER FBC „a o a z o AND ENERGY FORM SUBMITTED WITH _ 5 c a p —BLOWN-IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES ' 00 Til N ¢ wVj FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 N �, N yy 12 WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR ' PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) g = ¢ t ; v to SEE PLAN (FOR VENTED ATTICS) OVER APPROVED UNDERLAYMENT o ❑ ❑ ❑ PER FBCR 905.1.1 OVER APA r WWW,FDSENQ.COM FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION} TILE WOOD PRE ENGINEERED WROOF SHEATHING -SEE SCHEDULE - @ 24" 0 C. RSH - ON FRAMING SHT. FOR [ ] /�"� '� 11 '-' ' OVER APPOVED UNDERLAYMENT� SHTG & FASTENERS. z '[�' _ PER FBCR 905.1.1 OVER APA /' Z N ROOF SHEATHING - SEE SCHEDULE- PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR TRUSS ANCHOR (SEE PLAN) - s Z a r „ TRUSSES @ 24 O.C. SHT'G & FASTENERS. _ . _ , . _ _ _ SEE PLAN FOR - "' TRUSS ANCHOR (SEE PLAN} • •• BRG. HT. 1/2" DRYWALL FELT PAPER OR • •' ETAL DRIP EDGE — LO J s/ z TO BE INSTALLED ON OUTSIDE TRUSS PLATE � O m FACE � — • � ZX SUBFASCIA 3 / P.T. NAILER -. 04 (� � w � CC5 •�� SOFFIT. SEE ARCH, 1/22"" DRYWALL • METAL DRIP EDGE „ 1/2 DRYWALL PLANS CURTAIN NAILER fi r 8 x 8 x 16 K.O. w u CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 4 P.T. @WINDOWS ,l LINTEL BLOCK 1 x 8 P.T. @ S.G.D. O.H. W/ (1) #5 DIA. REBAR & U.) t° � TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. N SEE ELEV. 3000 PSI CONCRETE U — E PLANS PRECAST "U" LINTEL D $ 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE N N _ y o y U o LO 1 J Q (V O UD i �j m '1 aaMs HOMES OPTION: 15/32" OSS EXPOSURE 1 ON MAXIMUM OF (3) - 2X PLATES MAY BE O.H. EXT. WALL W/ ALL EDGES BLOCKED. ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T1313 FOR NAIL ATTACHMENT. PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ Z" O.0 EDGES AND FIELD. I FLORIDA CONTRACTORS LICENSE N0. CRC1330146 NAILS AT 8" O.C. NOTE: 44 MAX. SILL HGT. ON I FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI 3000 GULFBREEZE PARKWAY h CONC. ALL LOCATIONS GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN N &FLOOR PLANS PORT ST. LUCIE LOCATION OF OPENINGS IN u EXTERIOR WOOD WALLS. IF NO fo Job Inrmation: OPENINGS ARE INDICATED, FULL ' STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW —CEMENTITIOUS DECORATIVE PER SPECS TOOL W/ SCREEN A FINISH 7/8 THICK PER PRECAST CONC SILL h� C C-926-98A N , PAPER BACKED FOIL R-4.1 N` ZX STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCJA K WALL MORE INFORMATION). SEE TB13 1/2" DRYWALL PER FBC AND ENERGY FORM J EXTERIOR FINISH - w ", r-I ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) 0 .� u7 FOR NAILING INFORMATION FOR APPLICATION o R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC R.T. 2X #2 SYP. BASE PLATE FTG. DOWEL #5 DIA. REBAR i x 2 P.T FURRING " 17 IN CONCRETE 25 1 x 4 P.T. W > m MCL AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN EXTEND (ACI 530) ABOVE BASE NAILER 00 0) .-i* d WITH PERMIT APPLICATION „ " HD) w/Z WASHER AT 32 O.C. SLAB. ALL LOCATIONS SHOWN WOOD BASE FOUNDATION PLAN W MIN. 6" FROM END - SEE WS07 ON V p- WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR m 0 p J W � SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION ' TOP OF SLAB n� co / _I V V Model Name/ NUMber: 00 " GRADE - GRADE 1512 -. CLEAN ' t w �_, ` f _ opv r Plan Issue Date: + , cv o COMPACTED=uJz SEE PLAN FOR a��� 7I� .`- �„. ' % Friday, May 28, 2021 Y `-+ w FILL RE -BAR QUANTITIES =, 1 - I" -_ V KA PROJECT NUMBER: 16" SEE FOUNDATION PLAR� S SEE PLAN SEE FOUNDATION A 1-5377 FOR FTG REQUIREMEU PLAN WS01 TYPICAL WALL SECTION - 8" CMU 3/4" = 1'-0' Sheet: S-2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" =1'-0° TYPICAL FRAMING DETAILS I WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING JL VARIES W ROOF SLOPE 2X4 CONT. w/ (3) 12d COMMON NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. w 0 1" lih" 1y, 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 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D - 0.102", L= 3-1/2") OR EQUAL (D = 0.162", L= 3-1/2") OR EQUAL N) AA 1.)D CENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG OPPOSITE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN 1 1/2" CONTACT FOR FOR FURTHER INSTRUCTIONS OVE . • :' FILL 1ST. 4 COURSES :;•.; SOLID W/ GROUT. (NO "•.'.: REINFORCEMENT REQUIRED) .. F.F. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. U SEE GE05 FOR STANDARD ` GABLE END FRAMING I ` I � � + +I I+ +I I 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. I + +1 + + 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GE15 FALSE BEAM AT GABLE END FNT.S. 2x8 SYP #2 TOP &BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU, /16" O.S.B. A. SIDE X BLK'G. D O.S.B. V2-8d A. END EDGE VIEW SP4 AT /-7 (3) 16d SEE PLAN COMMON FOR WLL 24" O.C. NAILS(TYP)—P HGT. 7if►�7fl�71ik��-I /�//i//// %'%.I�� 00, 00 f• `I 1/ ! . WINDOW OR DOOR OPN'G ,-CMU PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH w/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) 2x4 STUDS'- Q� PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: 00 ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION 2 ROWS 12d @ 3" O.C. .-DOUBLE 2x4 TOP PLATE 4\�/! PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. 416 1, N TOP & BOTT. \ NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. \ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF N o: 12d NAILS @ 3" O.C. g = W W 21& �3sia-„ ai .1 nMts• �LL yW g: _ 9' N p'E N M � T •N W Y SPLICE P' $ /BOTTOM OVER STUD �" o.E00`o WF17 TOP PLATE SPLICE DETAIL 3/4" 1'-0 * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" 16, 3 4 3 4 2X CRIPPLES @ 16" W/ SIMPSON SP2 T TOP AND BOTTOM * WHEN STUD LEIS IS LESS THAN 12" LSTA30 STRAPS A - STUD WRAPPED 0 TOP PLATE & NAIL TO HEADER EACH FILL ALL HOLES It` STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x CRIPPLE STI TYPICAL (U.' * * HOLD DOWN I 140T REQUIRE WALLS WITH( 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 EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 i.Y.P, HEADER W/ L/2" FLITCH PLATE DEADER. (U.N.O.) =ILLING AND BLOCKING AS 3EQUIRED FASTENED TO -IEADER W/(2) ROWS OF 12d @ 16" 0/C UNLESS VOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON H774 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09W ALL HEADER DETAIL N-T.S. ri r L u_ i N (0 LO W 00 LO co I- tj 0 U_ LL N uU LU o to � � E a w 3 0 -iz - x 2_s�aa +Tz +Y � 2 a (LI � 2 Mo� � O J t � a m a o In o w WWW.FDSENG.COM (9 z 0 - 0 0 Z 0 N •O CN a -5 Q J to all Q. c4 _ LO U) CU � m � LJJ C } U iv u0a VW ) g Ln _ m U CO CNI E F _ v t` N Q /Al,"•, OMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: V z Q)Lo W 00 m � a; (o C = dam' m ai z a01 •� �• M 00004 a 0 _I W _J W vJ VJ ♦ Model Name / Number: ♦ Plan Issue Date: Friday, May 28, 2021 ♦ KA PROJECT NUMBER: 21-5377 Sheet: S-3 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2" = 1'-0 TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O,C. MAX (2) 16D NAILS EA. END. SEE [RSH] SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP ' TO BE LESS THAN OR EQUAL TO 450 (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. MINIMUM 2"x4" ! 8d NAILS @ 4" O.C. IF > 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING 10D X 0.131 @ 8" O.C. EA. SIDE (SEE PLAN FOR i +A-' -.-1 WALL AND ROOF SHEATHING, SEETS13 LOCATION)BLOCKING SPECIFICATIONS 204 BRACE FOR "� 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. _ APPROX. 8" FROM RIDGE 20 SYP L BRACE FOR NFASTEN(l) t ` THEN 48" O.C. AFTER. NAIL w@@// GABLES 6'-0" AND TALLER. EACHEND 8, ' CROSSING T 45 ATTACH L BRACE w/ . ` (NOT REQ'D WHEN GABLE IS 12d NAILS @ 4' 0 C. 4' 1" OR SHORTER) ON HGA10 CONT 2x4 SYP OR SPF SPANNING (4) BRACE CONNECTOR FROM GABLE TRUSS TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. ' (3) 12d , - w/ 3-12d TO CHORD (MIN LOCK/PLATE NAIL GABLE TRUSS PER JOINT ' 1ST 4 BAYS) f� TO TOP PLATE w/ _ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING [ 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT ' NAIL OVER X BRACE AS SHOWN 2x4 SYP OR SPF BLOCKING -" '� 4 BAYS AT 48" O.C. MIN. BETWEEN TRUSSES @ 48" KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS NG X BRACI NG 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING TRUSS w/ 3-12d NAILS EA. MASONRY WALL SYP w/ 12d @ EACH END TRUSS WEB NAIL TOP OF "T" TO GABLE ; ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 TB13 FOR ATTACHMENT OVER JACK TRUSSES, SEE `., ��� S0-iOdx 1/2"HS �•, PLAN. `� 1p 10dx1 1/2" NAILS `���� TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. \� FASTEN (1) SIMPSON HGA10 —@ 48" O.C. w/ 8 1/4"x11/2" ` SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE CHORD { 0 Ty A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. a':°'' " ` WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP r , A TRUCTURAL PACE _ _ _ G.T. SHEATHING D ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE 01 HIP 12d NAILS @ 6" O.C. — MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d _ N ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING £ v to Ln SEE PLAN (— 1- 14 LID 00 r N'("' J J J m � � LL ® N Y 4 BLOCKING 2X BL C G � � N In� rN" a s u a � 0 TRUSSES HIP TRUSS ` BETWEEN 7E H- ,� c Li vi LL m - d SECT_ A -A -� 2 L a� . � o `V=� w8 581 = TB03 HIP / RIDGE BLOCKIN G DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. um _j W U 0{30 ❑ El ❑ t- �+ WWW.R7SENG.COM z g- o NOTES: z o z a a, TRUSS w 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 a. r- (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT � z N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED CD M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT TO AVOID OVERLOADING ANY ONE TRUSS. w EVENLY OVER A LARGE AREA SO AS TRUSS MANUFACTURER ALL M 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. •� 2 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT w � , 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. = c co co — • SEE TYP. TRUSS BLOCKING DETAILS V N E SHEATHING L ` 2 0 y 41 3 TO 4 TRUSS x4 AS SHOWN V O N O TRUSS SPACES rALTERNATEC IRECTION Q N 0 oq;� RUSft DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. ° W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2)-12 NAILS SECTION TO EA TRUSS FLORIDA CONTRACTORS LICENSE C 1330146 OR HCLR/LL IN PLACE OF (4) 10D B-B REQUIRED @ RAFTERS GREATER THAN 8'•O" 3000 GULFBREEZE PARKWAY DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OUBLE TOP PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG. TRUSS SECTION B-B VARIES w ROOF • STUD W� SEE PLAN SLOPE PDRT ST. LUCIE Job Information: CONV. FRAMED RIDGE \ / \ MAY BE NAILED w/ MIN, VERTICAL SCAB 2X6 #2 \ 2X4 SPF BLOCKING \ d I LANDSSPFSPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES EN N4)1EXT TRUSS LKI 2x8 BNG. NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S R@ RAFTERS GREATER \ \ / OREQUIREDD B \ 2x4 SPF BRACE / - \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY SHEATHIN RAFTER rd \ \ \ \ ALTERNATE DIRECTION O \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) TRUSSES W/ (2) 12d NAILS 00 @ EACH END, CONT. EACH BAY B TB2X4 SPF W/ (2) #7X3-1/2" TRUSSES + 4-1 CA ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN i co M BLOCKING OR H5 @ 48" O.C. / / M � Q. PREENG.TRUSS \ / / > Op v CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / / / ■c, . . ■ �3/� > N n- \ \ U W 00 SEE PLAN FOR CONNECTION / / SIMPSON A34 OR \ \uj O N LO B (USP MP4) @ \ \ / / u- J CO rU�/)� 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS @ 2'-0ON CENTER \ \ / / 2X4 SPF BLOCKING W V / V Model Name/ Number: AT 8'.0" rRuss EACH END MAX } • 2x6 RAFTERS @ 2'-O"O.C. \ A/ BETWEEN TRUSSES y \/ MAX. w/ (3) 12d COMMON @ 24" O.C. MAX.w/ TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / , ° °\ (3)12d EA. END (TYP.) 1512 (SEE PLANS FOR TYPE) 4 FT @ 2'-0" D.C. MAX W / (3) 1oD SEE PLAN CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD VIPlan Issue Date: T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Friday, May 28, 2021 KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-5377 2x4 S.Y.P. - @ 16" O.C. Sheet: S Of: ROOF FRAMING TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. T11315 EXTERIOR NON -BEARING WALL DETAIL N.T. s. -- AND BRACING DETAILS 91 a I THERMA-TRU INSTALLATION��������������� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. PredriIling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS, SPACI EVENT 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES i" 6 3PAC =VEN 6" 6 SINGLE DOOR W SIDELITE 31\ 6' SPACE =VENLY 5" E n SINGLE DOOR W/ SIDELITES � J J t ° E 6, 3„ DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED _ 4" DIA. CONCRETE / FILLED PVC. PIPE. O m TOP OF SLAB Z 1 -11 -11 ° °-III-II° 1 0 o rr a l 16" MIN. DIAMETER ` CONCRETE FOOTING PROTECTION BARRIER DETAIL, N.T.S. 31, SPACE EVENLY ................................................ SEALANT LI NAIL SHINGLES W/ it OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. 6 PER SHINGLE, �dtveal Line valley by centering 10 0 es "36" wide rd�hto� vry eriainieedWin rGuarp `'dr%vyyosya \� ater'no"I Stngle nderiaymenl or quivalent din to C°ucse u'se r0I i nt1,G0 ace 2"eGoutCs `. Rake 1 Metal o not nail within Embed each shhhgle l EdDrige 6" of , valley centerline in a 2" e r wide striof asp�alt raging c�merv: Cut z" diagnaoily off upper Save 7" or er oftrmmed' pieces to use in 5th(uurse r^ r out shingles 2' back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXrURED, PAINTED BEHIND FLASHING EXTER, WALL FINISH AND LOCATIONS) MINIMUM OF6"ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING - _ VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF SHINGLES 6" X 6" H GALV. FLASHING CONT. io FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET f KNEEWALL INTERSECTION Extend the s,)ingles over the rake and eaves about 1/2" if drip edge Is used, or about 3/4" if no drip edge is used. INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP \ w/ ADHESIVE SEALANT & SCREW w/ 3/161, "' ° x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/1.6" x 2 1/2" PHILLIPS e' 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 o 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 TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S V0 R9052.8.5 DRIP EDGE. PROVIDE DRIP EDGE At CAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM Or3in (76am). EAVE DRIP EDGES SHALL EXTEND shin 3ELOW SHEATHING AVD EXTEND BACK ON THE ROOF A MINIMUM OF tin. DRN EDGE AT EAVES SHALL BE PERMITTED TO BE NSTALLED EITHER OVER OR UNDER THE DNDERLAYMENT. IF INSTALI.FC OVER THE UNDERLAYIVIENT, THERE SHALL BE A MINIMUM 4in WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EUGE SHALL BE MECHANICALLY FASTENED A MAXIMUM Of 12fn ON CENTER WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION n301.2 1.3 .S 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,055 mm), DRIP EDGES SHALL BE MECHANICALLY FASTFtvFD A MAXIMUM OF4INCHFS ON CENTER Maximum Fastener Spedng (Jambs, Head and Sill) Wail Framing: #2 Spruce/Pine/Fir Or Better ;. r Silicone u_to e-i!r' w Screw Minimum Penetration 1.3/8" Glazing Bead" Crass Section V ieW Y' Minimum f/2" Silicone Elterior Sheathing variation /n codes and bullding types, It Is left up to the and user to determine the proper Installation ofthese Items, s+ I V<nl, r t s Lye Du�hfe �rrap may to peeled �� fo isoeet a ; t� C plash e snr� k .r: v" P tw p ,ec' the blocks from s, a .,.es on+T otser dia age anti; ca:6try a ton kma7¢,e•. Step I Measure to be sure the opening is 3/8" to 112' larger than the window size bah vertically and horizontally. • You may wish to predrill the installation toles in the fin at this time. poi the pr&pyxlyd holes inMeMW fin as arenrytrteee+sanlCed Step 2 Apply a generous bead of silicone to the baftde of the mounting fin. Use enough silicone to sufficiently fill all voids between the tin and the wall sheathing. Step 3 Insert the window into the opening from the outside, The Window is labeled "inside" and "outside", but if these labels have been removed, the I bead should always be to the Inside of the building. Step 4 Install shins under the sill, adjusting them until the unit Is plumb in the opening. Shims should be Installed under the sill every 2 feet. The winKdow should be basically centered in the opening with no more than 1/4" gap between the window and wall framing. Step 5 Install a #10 x 1-1/2" screw 4" from the comer of the fin at each end of the head, sill and both jambs, Step 6 Install the remaining fasteners in 8" increments from the corder screws to the center of each frame member. Use care no to over - tighten the screws and pull them through the fin. Also, make sure the screws go in straight and do not cause the frame to bow, Wall framing should be a minimum of #2 Spruce/Plle/Fir. Fasteners should be #10 screws of sufficient length to achieve 1-3/6'penetration into the wall and no less than 1/2" from edge of framing. Fastener quantities needed in each side of frame to achieve 3" Length of Frame Member 16" n- 26 1 34" 1 42" 1 so" s8" 1 66" 1 74" 1 or w ge. Number of Fasteners 2 3 4 1 s 1 S 1 7 8 1 4 1 10 1 11 12 13 Stop 7 Remove excess silicone "squeeze our from around the fin and inspect for holes or voids. Use silicone to fill any voids. Step B If desired, a foam insulation can be applied to the interior gar between the window and wall framing. If applied, drys must be the NCIA' EXPAAWING rYPE r0AM, Step 9 Since these windows are typically used in rooms with high moisture, ie; bathrooms, it is recommended that the interior gap between the window and wall framing also be sealed with silicone and tooled sous no to interfere with the installation of wallboard, file or trim. Step 10 Once all construction Is complete, remove the bubble wrap from the inside and outside of the window. If necessary, dean the blocks with a mild deter nt and warm water using a soft doh. Failure to follow these procedures will void any and all warranties, GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING COUNTY APP. Products,_ Inc._ "Off -ridge vent" 1" FROM EDGE AND 4" O.C. TYPICAL MAX. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIEC PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 Overhead GarageD Doors: 1st Choice / CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA, x 8" "J" BOLTS w7 2nd Choice +30.0/-32.0 CLOPAY 8 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRULCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FIBERGLASS DOOR TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL +67.0/-67.0 THERMA TRU-CORP. SOLID DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN 16" 0 C ALL ONE m (D o ug7� N W c�o 00 o-o LO O1 6 C CV 6 UI on mys w a MP d Y F G fit lJ. DiIL 13 Llama Z O �5,6 ~ 2 `e ° o `�'=1- O W gw W �m o _J Woo �: m m IL�_ a"° ZN ")� a a Id- ) 6 r° p� a (n O Z 3 Approval # b"p g .. Chi e. ° . _ i W U F°§� WWW.FDSFNG.COM El El 11 Z API FL30310.1 o 0 N '0 z c a 0 NAIL, I FL21580.1 R-2 Li J z N 111711 w ° 'to FL12328-R9 � — W c = C m uc7a U N E FL16546.8 108 6 0 0 8 FL15279.84 " z U t� ogo t IDix I Q to c Q!m FL20461.11 �DAMS HOMES, FL20461.12 FL20461.1 ' 21111d Choice PLAST PRO LITETHEREAFTER. (TYPICAL ALL 4 SIDES) FL15215.2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 ERMASidelights IPLAT PRORU FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SG D Alum. reinforced FL15332.4 DIVISION LOCATION: PORT ST. LUCI E Ij MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL15332.12 V1 Job Information: Windows: /1 O 1st Choice +40/-50 MI WINDOWS $540 SERIES Twin Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE IVY' INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 17676.9 +40/ 50 MI WINDOWS 3500 SERIES Single Hung (flange) FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES Sin le Hun g g (fin ) FL17676.2 MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame Mullions: z C `� M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1'/a W o rn 0 q M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Fixed Glass" 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1-W' EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/•71.6 KAYCAN LTD Standard vinyl Staple 10" on center In direction of length Plygem / Variform PI ern Double 5 Double 5 standard (vinyl) 10" Double 5 standard standard vinyl staples solid 144 Vented! -145 Hurricane Panels: Dade County App. ALL AME ICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS I Storm Panels I have reviewed the above components of cladding and have approve(I their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: R. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: M 00 M 0CL ' T4 n- ■ ■ 7 N i ' ' > O � Lu � LOL J m FL18644 R-6 Model Name / Number: FL16503.4 R5 GA n 3.J.LG FL12194.1 FL12194.2 Plan Issue Date: Friday, May 28, 2021 FL16293 R3 V KA PROJECT NUMBER: 21-5377 Sheet: S-5 Of: MATERIAL 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 RESISTI'VE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall TO BE USED. envelope shall include flashing as described in Section R703.4. WEATHER �, WINDOW UNIT i-WEATHER RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER TAPE EXTERIOR SHEATHING WOOD FRAME CONSTR. SE LAPPING DOWN ADHESIVE To BE APPLIED UNDER SELF -ADHERED FLASHING 3/DHESI E T OF APPLIED SLOPE 0.3 in : 12.0 in SELF -ADHERED F LAS H I N G accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS 8703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 for Type 1 felt or other approved Water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 �nase""Leowwnow; OR EQUAL WEATHER PROOF CAULKING 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 WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. PER FBC-R (CURRENT EDITION) 703,7.3 water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water-reslstive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) 11703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at (east WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be Installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: -' 1. Cut, fold up & temporarily secure weather RIM JOIST Refer to the number marked as ®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 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 2. Self -adhered flashingplus head flashing under weather p 9 resistive barrier ) PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 20 2. Install flashing and weather resistive barrier to form water Shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING WINDOW WPM SELF -ADHERED FLASHING WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 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 components. Self used as flashing shall comply with FLANGED EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard insscoring installation instructions and water structural -adhered membranes FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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 C920 Class 2S Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED RUBBERIZED ADHESIVE ASPHALT 6. Fold as Shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be Installed at the following locations: EXTERIOR SHEATHING T� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of comer may vary, adjust folding of the flashing accordingly g y y g gt0 fit THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight to corner 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 LETTER ON CHEMICAL SCORED - exterior wall finish or to the water -resistive barrler complying with Section 703.2 for subsequent drainage, Mechanically COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed ° _ in accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �o ' (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection SECTION -A NECESSARY IN CORNERS THROUGH at the head and sides. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED O 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ 300 FMA/AAMA/WDMA 400. FLASHING v 2 WDMA or z SELF ADHERED FLASHING t J 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. NAILING FLANGE 1 2 (D4 1 6 3. Under and at the ends of masonry, wood or metal copings and sills. SEAL TOPS OF JOISTS 4. Continuously above all projecting wood trim. DO NOT FLASH OVER $ UNDER DECKING 2 7 BOTTOM NAILING FLANGE (SEE DETAIL WP07) S. Where exterior porches, decks or stain; attach to a wall or floor assembly of wood -frame construction, 6. At wall and roof Intersections. SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING WP05 �► SELF -ADHERED FLASHING WP06 7. At built-in HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER gutters. SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING 4 `� - - - -_ ...- A 1 �� �- 7/8" Cement Plaster 7/$" Cemente in accordance with Plast r in accordance with ASTMC926 C ASTMC9267-7 - SELF -ADHERED FLASHING PATCH Felt backed metal Felt backed metal a lathe in accordance lathe in accordance SELF ADHERED FLASHING i r^ with ASTMC1063 n with ASTMC1063 l rr� DECK PROTECTOR Building Paper Building Paper t t' 7/16" O.S.B. , f1 ,i i% �'� � 7/16" O.S.B. sheathing ��. sheathing II DOUBLER § ,�'/ SINGLE JOIST / Metal Keep top edge of weep screed JOIST �` t. '��� �� SELF -ADHERED FLASHING �n��; flashin g 2" below to of p r F o- �'' " `* SELFADHERED FLASHING - / 3 1/2" block Unperforated O5 3" MIN 4 � � '�� .Y ' y Flange 7/8" Weep Screed Vulcum cauk bottom joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING ` /� / P O SELF -ADHERED FLASHING W P o8 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W P /�9 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE V Wee Screed p 1 1/2" to 2" --- Flange 7/8" Weep Screed \H0.8362x;DECK JOIST V V OUTSIDE CORNER Roof INSTALLATION OF THE BUCKIRECEPTOR, Above 1/2" Cementitious Sheathing Decorative Finish •o•. .•o• All inside and .,'• '•. outside corner will - . '•°• need to be miter EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster ••• butt joints need to ••••Q• BUILDING PAPER in accordance • •o'°•becaulkeusing SLOPE SLOPE with ASTMC926 •••• ••� Vulcum caulk ulk for all SLOPE 0.3 in: 12.0 in 0.3 in :12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 crn : 30.5 cm) over wood 2nd floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH;:' SELF -ADHERED FLASHING ~'-- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH r 0� 1/2" Cement Plaster Finish SELF -ADHERED FLASHING •: Block WIRE LATH 2 1/2" Perforated '•o° Flange 1/2" Weep • BUILDING PAPER 'Cement •• • Screed BUILDING PAPER •••• -Plaster over block 1st floor EXTERIOR - WINDOW UNIT CEMT. FIN. ' ' Install bottom Slab edge of weep screed 1" below OPTIONAL [DETAIL 2 3 2 3 O Note: The building papeC and metal lath must be installed PVer the top Of WEEP SCREED DETAIL ELF -ADHERED FLASHING WP M SELF-ADHERED FLASHING CEMT. FINISH WINDOW SILL WP 11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL W P 1 2 the weep screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD 5" bath duct to roof or wall w/ standard 70 cfm bath fan cap L i c e n se # "M "I 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL +' 5" bath duct to roof cap w/ standard cfm bath fan 70 —light 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan 4" dryer duct to roof cap w/dryer vent box Ms Rating 0 0 � m z 0 U) w w ry F_ .Q 0 s W U) W o o U �0 0'_ _ W CIS IJJ U}° � Q Q Q = Q z L0 O0 p .. �- .. U) W •• •• z o z o w <:( f— Q D_j 0 D Q af Off W _j U C) C) 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.