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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 TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION 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 0926 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 AWATER-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. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND ATTHE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N,O. 5, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-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 A70 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 N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO 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.OE 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 OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL 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 n Y THE NATIONAL -GRADE LUMBER AND ITS FASTENERS AS RECOMMENDED B FOREST G U C 0 EST PRODUCTS 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 SHALLMANUFACTURER BE DESIGNED BY THE IN ACCORDANCE CCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. B. 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. FIELD REPAIR NOTES 1. MISSED "J" 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 1/2" 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 45 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 21/1" 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 H775 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. CODE CRITERIA 71LORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 'zLORIDA 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 30OF 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 40FT SPAN * *TL MAX 3/4" *k* TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (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 1 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:9 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 4@ 5O (+) 27.6 (+) 27.6 10 O 29.9 O 37.0 (+) 25.5 (+) 26.5 20 (_) 28.8 () 34.4 O Q s 50 (+) 24.8 (+) 24.8 O 0 () 27.1 () 31.1 I�} Q 0 YYY (+) 23.4 (+) 23.4 100 O 25.7 O 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 () 27.5 0 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER 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 I 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 GENERAL NOTES: BUILDER NOTICE: 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. listed i t e It is the intent of Designer/Engineer n the tl I block 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: responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to 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 Assurance Manager immediately. No backcharges will be considered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced 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 notification and approval by the Designer/Engineer. 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. Payments will be made in accordance to the terms of the agreement CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DAM S HOMEES Of Northwest FloridaiiiiiiiiiiiiI 3000000 CULF:REEZE PARKWAY GULF:IEEZE. F'LOIDA :32563 MODEL 780 .,1 f 1 lu,wl.ded all 6u11j1LU1ad a3AI3D321 FILt r t 6. 8 P N W o o W to ti W 'n co ti c�ti fp 'C'�n to CO 'Cot W 2 48 52U.gw m� 0 Y cgL�� a'Nm Q W- 3 W s Q: OJ m �aTm `0 3 2CA ")= ti . a a¢LL J 12 m, 3 mr�INNOWNEEN 0 z W SQ O a _j U U J 9,0 F $ 'V WWW.FOSENG.COM45 ❑ ❑ ❑ U � - o S z 0 N `Q a � � t ,� V I z r- /`I U m - LL_ w -a X . o w m vc�a c Ln , U -N E m w o 0,iz' U rn o w Q C14 o to e'm IA\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IVIPORT ST. LUCIE Job Information: z N¢Lo Lo � W ice+ M m m a- - 0_�_IW J00U)(n Model Name / Number: 1780 Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8328 Sheet: 01 Of: COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 1 (13� +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(plf BW 1 16" (2) 16d TOENAILS (2) led TOENAILS SPF NO UPLIFT BW2 SP2 W/ (6)-10d SP1 W/ (6}10d SPF 402 16„ STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, 4 10d PLATE BW4 (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT BW5r.i6 SP2 W/ (6)-10d SP1 W/ (6)-10d 439 STUD, 6 1Od PLATE STUD 4 10d PLATE SYP SP2 W/ (6) 10d SP1_ W/ (6)-10dd SYP $7$ BW6(2) STUD 6 10d PLATE STUD, 4 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW8 SP2 W/ (6)-10d SP1 W/ (6Y10d SPF 535 12' STUD, (6) 10d PLATE STUD, (4) 10d PLATE ( BW�9 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SPF 1070 ( 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW10 12" (2) led TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/ (6)-10d SP1 W/ (6)-1Od SYP 585 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW12 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 1170 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW13 NOT USED /---DOUBLE 2x TOP PLATE TOP OF WALL.,; SEE PLAN AN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE 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 W/ SAME EMBEDMENT W/8d NAILS AT 4"oc NOTE #8 BRG WALL DETAIL IN FIELD AND EDGE. SEE GENERAL GENERAL NOTES 1_ SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 91 OR SPF #2 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 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE WF06/S3,1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ Bd 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, IFTHE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW1G 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 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 W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET rt (3) - 1 3/4" X 11 1 A ATTACH TOGETHER W/ (2) ROWS 114" X 31/2' LVL 2,0E Fb=2600 PSI SDS WD SCREWS @ 16" O,C. TYP. EACH SIDE (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 31P2' H6 LVL 2.0E Fb=2600 PSI SIDS WD SCREWS @ 1G" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2X6 OR 2X8 WALL OPENING SIZE JACKS KINGS JACKS KINGS EA. END EA, END EA. END EA, END (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0" - 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL W F37/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. k>. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 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 Fe -4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 SIDS SCREWS CB 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G - 6665 U = 2200 SYP POST & (12) - 16d NAILS 6 x 6 RT. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 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 HDU5-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=2400 PSI 2 1/2" SIDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** 3.5 x 7 P.L. HDU8-SD52.5 W/ (20) 1/4" x C10 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDUB 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. HDU8-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 LIND. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3, NAIL BUILT UP STUDS PER DETAIL WF37/S3 4, MINIMUM BOLT EMBEDMENT; 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF LC] 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 0.131" X 2 112" 0.131" X 2 Y2' 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'A" NAILS & TOP PLATE 12d 0.148" X 31/4" 0.131' X 3 1/4' 8° O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS lod 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X a ih" 0,131- X 31A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM 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 SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING OR (2) SIMPSON HETA16 TO CMU ROWS OF NAILS @ 122"" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 02 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH 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 0_C. TYP EACH SIDE COL. U_N.O. ON ROOF PLAN. (2) - 1 3/4" x 11 1/4" LVL CONNECTION, PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 114" x 3 1/2" SDS WOOD OR 12) 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 CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) M5 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) -13/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 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 ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. FLOOR PLAN. SCALE: 1/4" =1'-0" ELEVATION "All © +26.5 / 28.8 (0) +26.5 / 34.4 +24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND MASONRY WALL I GENERAL NOTES R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12,7mm) gypsum board applied to the garage side. 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�eiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per Zone on roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS 1st FLOOR 1780 S.F. TOTAL LIVING (AC) 1780 S.F. GARAGE 591 S.F. COVERED ENTRY (BASE) 98 S.F. COVERED PATIO/LANAI 117 S.F. TOTAL AREA UNDER ROOF 2586 S.F. m� (0 v 0 1` 00 y F- uI 00 r- EEgao, `ti Nei Uo om C� IJ J W 10'v m -u, N J mew` „in z m0 a W d t0 N C Q "Ahh;Q�J��g IL a uj H��m j ZL40�Q 41, N� a W o m xD' M cC6 C LL I- d O O w t wz W m JQ jl IL Z d 15 W�'c a E„w ..0 %I J `- o it UJ p El El 1:1 �- u, v` WWW.FDSENG.COM � z O c+) z o N N J � /L �1�► � - In (D N J Li d-+ w � " -_ - m w � U006 C to co c V ~ J ('rj U -N E :3 O = O Iz N U W o� Q N o to DALMS HOME'S­ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: 0 z � 4)LO W 0Q0) 'n p M 0 � C � N 0 0" O co 0 V J IVI Model Name / Number: 1780 ♦ I Plan Issue Date: Wednesday, July 21, 2021 VI KA PROJECT NUMBER: 21-8328 I Sheet: 2 IOf: I FLOOR PLAN GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERM IT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG_ DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF I/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD- 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 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 REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95`Y" OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN FOOTING SCHEDULE rjRAVITY MARK SIZE DEPTH REINFORCING CAP. Ibs F10 V-O" X CONT. 1'-0" 2 #5 E.W. DOT. 2000 1EE12'-O" X 2'-0" 1'-0" 3 #5 E.W. DOT. 7200 F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3- 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT, 15600 F3.5 3'-6" X 3'.6" 1'•0" 4 #5 E.W. DOT. 21500 F4.0 4'-0" X 4%0" 1'-0" 5 #5 E.W. SOT. 28000 F4.5 4'.6" X 4'.6" 1'.4" 5 #5 E.W. DOT. 34500 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F5. X r 1' 4r- 7 # E.W. B T. 61500 tEWILD 0 INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING 3" TO SANITARY SEWER PLUMBING RISER E I r(n,-w 9'-011 31'-01, 1 10'-0" le 4" 7'-8" 4'-6" 3'-10" 6' 0" 4'-0" 7'-0" 31$" 2'-0" 10 FM03 LU FM01 m F2.5 3.1 = m 3.1 — — — — — — — — — -TI-- ---- --Tt---------- t------ "N---------------------------------- ----- — 1 ' II 3 X 4 <> II II I 1 I TUB VERIFY I II F.G. I I 1 DRAIN W/ MANUF. 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SINK L --' J LO PROVIDE ELECTRICAL — ,3, FM12 '- �' I (D' �" I I 1 104 d & PLUMBING SERVICE 3.1 fY `;i I ,' I THRU SLAB C& ISLAND - - J LO LOCATION r________--- ___ - - - - - - - - - - - - (REFER TO FLOOR) I Ir------ -- - -- ----------- _ --——— — — — — —— STEP DOWN 4" ' ' W.H. 1 I F2.5 REFRIG. o I FIVI O=+ I I I 1 3.1 I 1 o _ — I I r I iA ' 10'-2" I 1 I I � ® I I I 3.1 I ; 1 I C.J.1 o I ' I I I I ---- --- , C.J.---------'---------1 cp p o 1 <V I o I I N ' w FMO2 I N 3.1 m FM01 3.1 .' STEP DOWN 4" 1" 7Z�2-C 4'-4" 1 30'-0" © F MO1 I 4 cD I 2' 0'" 2' 4" 7' 0" 2' 4" 6' 4" I 3.1 FM09 F2.5 FM09 I 1 HOSE 12" SQ. LXXIW/IN CMU COL. W/ FM03 1 (2) #5 BARS 3.1 _ -3 I EA. F.C. (2) #5 BARS _ - - - - _ - - J BIBB (2) #5 VERT. GROUTED 3.1 W/IN EA. F.C. Lw Q ------SOtID---------- - - L----- - - - - -- - -- ®® ,- F2.5 E2E '-0' 1' 0' 13'-4" 4'-8" ol 2'-0" 16'-0" 2'-0" 8'-01, 4" lo 20'-0" 20'-0" 71 10'-01, FOUNDATION PLAN. SCALE: 1/4" =1'-O" ELEVATION "A" CN ' F{ s s m S c v N 9 W nv w W ODD 1- rl- CO m Y a w L0 CD N o a) ou92 MA Eca' 0 Uo bo`-'i ii U. LL c d 'c Nam � v��Z c� N W $"CCaC 0 a_f W a 3 o N c''Lu LL d LLJ yRc� W C m5 Z 5 p 4 N/• T W y C Q O mto W C y N y�� 0-1-?; III W U m C W J a, ica DIL c_a yg W � ^ '� 2N my IL d m a g � o� s o a = 0 -2� o WWW.FDSEN'G.COM ❑ ❑ ❑ ..s z 0 — 0 0 Z N a m - V � z N I' t!I QJ m c,., 0 t.w Gi W = JM U CA E TM t- = O N m08 0 Q N 0 w ., A,\DA►MS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE O I Job Information: 0 z a IV LO W �¢� L M ri N v z .. F e 2 "-.1CL T —' 0_!LD J W V/ VJ Model Name / Number: Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8328 Sheet: 3 Of: FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. STEM WALL OPTION IS TO BE USED. REINF. OPTIONAL CURB FOR F.F.ARIES _ GRADE SEE PLAN MASONRY @ELEV. 0'-0" W/ (1) - #5 BAR CONT. H, • —a. x .. It r, : i 00 a' i t� 0 l I 2 STORY: 20" X 20" �i REINF. NW/ (3) #5 CONT. 16" (2) #5 SEE PLAN • REBAR 16„ (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2" = 1'-0" FM02 SECTION @ GARAGE 1/2" = 1'-0' REINF. SEE PLANI::] F.F. rr #5 REBAR CONT. FM03 I THICKENED EDGE 11/2" = 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR, FIN. FLR. 70 ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE cN 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 1/2" =1'-0" _ 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) #5 CONT. FOR MORE INFORMATION) SEE PLAN EE PLAN r -- 16" 4" , 245 REBAR = 1'-0" = 1'-0" FM11 I STEP DOWN BRG. 11/2" =1'-o" FM12 STEP DOWN NON BRG. 1/2" =1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" m w SEE PLAN ELEV. 0'-0" WITH CURB o N TYP. SEC. (1) #5 BAR CONT. (G.C. VERIFY) F.F. REINF. ro _ (SEE PLAN) 2 #5 CONT. INSTALL LINING w v 2 #5 BENT BARS W/ MATERIALS PER j� N MIN. 25" LAP SPLICE FBC-R P2709.2 r MUDDED FLR. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2" = 1'-o" FMI81 TYP. STEP FTG. DETAIL 1/2" = 1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY 0 0 #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. - REBAR, TYP. U.N.O. N (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE W/(3) - #5 CONT. THRU FOOTING FM19 TYP. CORNER BAR DETAIL 11/2" = 1' 0" FM23 TYP. FND PENETRATION 1/2" = 1'- 0" STEMWALL SCHEDULE' FOOTING DIMENSION MAXIMUM v' STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL, 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61S" >2'-O"-3'-4" 10" 10" 20" 24" 1 W/ (3) #5 BARS 674# 5'4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4'-O" - 5'-4" 16" 16" 48" 48" & #5 @ 18" O.C. TRANSV. 11624 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTE-q- SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED EA. VERTICAL REINF. 8 „ m FIN GRADE-8" MIN. TO TOP OF n m STRIP FTG. - s ^s n COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF 3"MIN. COVER I REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE 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. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" V c. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" m; 16„ h : TALL (TYPICAL ALL CORNERS) o.G. 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. 11403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403,1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS SHE;. I . !, t I d (D t0 C o ' CIO Nd M LJ LL U. ova ,�88 R �.'� W j N WU ��. �' lANOo a tl co 01 c r -}}OlL Lu (n .L.. � 10 o"v L"cc3 Z �O Y g 5myw ah J a, 6. rn N U N Q a N R % t9 0 J N� chi d 9 Q = O y m .4 U _1 in C L.C.: C r 0. r— �'� WWW.FDSENG.COM Affisaft Z 0 — 0 0 Z N 10 Q J � a � - � _ LO z r` N � m — LL ti3 w c + OL 0 � ..ifC3 ix v J C4 E W O 005 00 c•bY�{r� < N 6 wo +fiL m J� f li r r LL FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: z Ln W ¢ 0' m = z- r1/1 cu 2 C.).� � — o-JWZ:) o LL W V ! (n Model Name / Number: 1780 VI Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8328 Sheet: 3 � ■ Of: SCHEDULES & DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1780 x 3 = 5340 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEIPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 23,887 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 23,887) = 9,554 + 100%OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL 0 H 2x6 WALL (FLOOR TO CEILING) 2'-8" USE 2 RED HEADS TO ANCHOR WALL FM24.1 JALTER PROTECTION BARRIER N.T.S. m m m I I ' I +FAN IRE ' I I \ I I I I I I GFI FOR D/W LOCATED IN ADJACENT CAB I GFI G �. GFI GFI0 ' O FOR ' HOOD/ I I GFI ' I I /I GFI I� I I I I I I I I I " — — — — — — — — — - • 1 DOOR BELL'4 WID GFI ---------------------------------------,—------------- I CHIMES I ` `INSTALL FAN I BOX PREWIRE WP GFI r-` GFI GFI 220 O 1 u r o r o GFI AT `\ 42" AFF 220 WH• ATTIC ELLCZ IR IF REQ'D BY CODL z ` a , LL GFI AT GFI GFI 42" AFF FOR GARAGE FOR GARAGE DOOR OPENER -------- DOOR OPENER ----- ---------------------------------------------- '------ I � � - I I I \ I I I GFI AT ; 42" AFF' I I � � I I � � w c� W J w BIBB T LIGHT COACH LIGHT - — - - COACH LIGHT ELECTRICAL PLAN. SCALE: 1/4" =1'-O" ELEVATION "A" ELECTRICAL NOTES ■ UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO UE: 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 AFCls (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 2.1. 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 (S SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH f�� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING -(�- CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED ) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET (� GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL N❑ T.V. CABLE OUTLET L 0 DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J I JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM L.E.D. DISC LIGHT MI® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP -- A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL —#12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. G r� LO N CD 1- c c w 9.4 �W p 01- 00 LO m ti �O a c eq I (,al o 6 OI J J J LL LL LL ,6 cUm y Q o10 w (A Nti a- 3~s� _ cn'.- � " W a W ui o Ems- LU Y rn 13 � t� O� Z Y "m d W O '''''�t�q - 5q)- W� � m NcS O W L-' 0 J IL 2 N (~)Y co � Q Q oLc.e 3 C7 a d T) 0 r Gw � Q O 0J fn 0.1 V .y WVVW.FDSENG.COM [I El El O z o — o z 0 CD Z O N Q J (j) —ff) z p N m (1) - 4—' v, LL C co Q cc w � uLa ul CC3 U _ N E 2 00 mlw 0 8 — Q Q `6too _M \DAMN HOMES - FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ I Job Information: z � 0 LO u7 W ¢ "t co U. CEO �-I H�Um � cd N °- -jMU)U) ♦ Model Name / Number: 1780 ♦ Plan Issue Date: Wednesday, July 21, 2021 ♦ KA PROJECT NUMBER: 21-8328 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Cnrmuh - CC / Rnn / 7 rF H dd - nn+ en in�hnc of vantino mpded anualiv for intake and exhaust I ql - cc 0 ao T.O.M. FIN. FLR. T.O.M. - - - - - - - - F - - - - - - - - - - - - - - LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH 48" OFF RIDGE VENT i Ed 25 SH 25 SH Z6106 rnr-rv�n un. READ ELEVATION "A" SCALE: 1/4" =1'-0" 25 SH 48" OFF RIDGE VENT I 25 SH 12 6 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING Lli 48" OFF RIDGE VENT T.O.M. HD. HGT bo p co FIN.-FLR. HD_HGT. °p W 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING Soffit product provides 4.12 net sq in / sf Rid a vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in /sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2586 s.f, Total needed for exhaust for upper 1/3 621 net sq i nches Total needed for intake (soffit area, lower) 621 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) 34 Lineal Feet of Soffit needed to meet required 113 Lineal Feet of Soffit provided by plan 200 — - _ T.O.N — j __I ] — _FIN_FLR. 25 SH 35/2 SH LEFT ELEVATION "A" SCALE: 1/4" =1'-0" RIGHT ELEVATION "A" SCALE: 1/4" =1'-O" 35 SH T.O.M 4 -FIN. FLR. 11IFF11 firri-I ll1wFl N - - LO- N FE] I FE- 11 IN FE] Iml 10MMUMMIM-11 12" SQ —/ 3068 DOOR COLUMN 16'x7' GARAGE DOOR FRONT ELEVATION "A" T.O.M nNFIN. FLR. 8'x7' GARAGE DOOR `m '^ a to 'd' O ti ar o a av w iIi cN-I CO t9 N GO o, w c.3$r. iw, tr r� Mt�ok „a lSj Op I�- �_ �Wccrn Orn �,� N.-100 U- iL LL- N o `�'x a W Y W y'�p,igN o u., w LL W U7 Imy (5 0 oo�,..0 o CV m J m Q Va yc L 2 7� 45 Q V H u . -cc : U n o U .I CO a WWW.FDSENG.COM V � z CJ Z N CD 10 z CN J � re v- —�M-)tt d Cl) f _ in V ! 11 Z N � � g J W W Q kVLU °lJ 0 W � UO& � N CM J M U _ N E - oo (D U ��s Q N OOA:;W M I&A\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: FJob PORT ST. LUCIE Information: z %H W 0 M ctf N m � a -' 0JLu CO ._I Co U) U) Tj Model Name / Number: 1780 Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 218328 Sheet: SA Of: ELEVATIONS - A SEE DET. TB08, FOR WIND < 155/C M G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS 4 155/C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS IPEEDS 'H (VIDE 0 COMPLY .OMENDATIONS ATING OF DGE DETAIL W EQ. O GD �r O m 4 O O � d' EQ. _ "X" DETAIL BRACE TBO1 SEE CONTINUOUS BRACING o 2 X _ BOTTOM 4 MIN. SEE CHORD DETAIL TB04— — --O` O ¢ zTH111 E w BOTTOM CHORD GABLE END BRACING @ SOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED _— USED __ _— — .. nn■ ^ nn^11IMen IT EVTE111nQ MIED AT 1 CACT Gn*L nC TUC WOO 2) "T" BRACING MAY BE USED IN PLACE OF Ptf�l All 141 orwvin%x VF%W VIVGV I -- TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS MAY RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r I_B A. 1� HIP -37.02 -51.06 51.06 -51,06 7��"�Jj 10 C0 GABLE -37.00 37.00 Z. y8.99 -58,99 -76,03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE/: ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.0 ON EDGE AND 6" O.0 INFIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.0 ON EDGE AND 4" O.0 IN FIELD 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: lad' EXP. 1 (19.20) TILE: �32" EXP. 1 ('20) 1NOTE: R CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 18" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532", SHEATHING SHALL BE FASTENED ���"'iii��� I� L va A I, a WITH ASTM F1667 RSRS-0310d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x ,120") NAILS �f� ��f' a=4ft 3. GABLES -DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. A I TACH ROOF SHEATHING TO RAFTERS W1 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 1g" SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1p". A� NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAILAT TOP PLATE TWO ROWS @ 4" O.C. w/8d COMMON NAIL. © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ Sd 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 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2) 8d NAILS @ 3" O.C, TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. 15132" OSB — EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM S� 0 �li NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 1/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN la" (2)- 2x TOP PLATE BEYOND 11132" OSB EXPOSURE 1 I X1 SHEATHING -- -rr ---------- ---------- ------------------- ----T---------**--- II I I li I II I I I I I I I I I F II I II II SOLID 2x BLOCKING w II I I I I I I I I @ALL SHEATHING o W III III I II II I EDGES J III III III I II II I 1 III III II Vill u�Si5 (SEE SECTION X-X) p 1..II III OPENING iit II I L--- JL_-- IL — ---J I Z III II II I711 1 X FL o Q IL-- JL--- L—L--- D_ w — � III jjl III X II II I III II 1 E 1 1 111 III II II II I 2x STUDS BEYOND. w0 —Tr____n_� 111 III I I I II I I I I II 1111 II I 11 II II I tl II II w w SEE PLAN = III I I I II I III 11 II II I o ff III I I I I I Ill I II II I I 1 III I I I I I II I I II II II I 0 Z III III 111 I I I II I I I I II I I I I N I II I II II I II II II I II I II II II I � III I I I II I III II II II I VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM- SINGLE NAIL EDGE SPACING 'S'. - NA SPA,CIN DOUBLE NAIL EDGE SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN UW$�, =LL !Y 0:) d N Q 1 rm0 Nw20 v co E , AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL WI (4) 8d NAILS 8d NAILS @ 3" O.C. VERTICAL BLOCKING SECTION X-X T613 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -1780 A 3 Car Garage TRUSS (D' BEARING POINT TRUSS ACTUAL CONNECTOR ID; CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING C1 C5, C1P - CSP, C1V C5V, E7, E7P, E7V, L/ R - 449 # or less HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" H7, H7P H7V CIA- C5A, EF,A, H6A L/ R 579 # or less H10A/ PER TRUSS MFR 1040# - - (18) 10d x 1-1/2" (9) 10d x 1-1/2" A01 - A04, D02, D03 L/ R 803 # or less HETA16 f HETA16_ 1810# / 1810# 9 10d x 1-1/2" (10) 10d x 1-1/2" D01 L/ R 2201 # or less (2)HETA16 / (2)HETA16 2365# / 2365# 10 10d x 1;1/2" (9) 10d x 1-1/2" AOS - A07 L / M / R 1450 # or less HETA16 / HETA16 / HETA16 1810# / 1810# / 1810# (9) 10d x 1-1/2" 9 10d x 1-12" (10) 10d x 1-1/2" A08 L / M / R 3750 # or less (2)HETA16 / HTT4 / (2)HETA16 2365# / 4235#/2365# (18) 16d x 2-1/2" 10 10d x 1-1/2" (9) lOd x 1-1/2" A09A-A14A L/ M/ R 703'#or less HETA16 f H10A/ PER TRUSS MFR 1810#/ 1040# 18 10d x 1-1/2" 893 # or less (2)HETA16 / HETA16 / PER TRUSS (10) 10d x 1-1/2" HETA16 @ 32" O. A15 L / M / R - 1196 PLFor less MFR 1920# / 1810# 10 lOd x 1-1/2" ATCONT. BRG. TRUSS MANUFACTURER': Probudd/BFS DATE OF LAYOUT;_ DATE OF TRUSS CUT SHEETS: 7/6F L= LEFT, R = RIGHT & M = MI DOLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'ScTRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS Off Iilli L 1, 16" OVERHANG @ EAVE U.N.O. 12" OVERHANG @ GABLES U.N.O SQUARE CUT FASCIA ROOF PITCH PER ELEVATION SHINGLE LOADING ROOF PLAN -A- SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF I SYP 1810 CONNECTOR & FASTENERS HTA16 w/ (10)10d x 1 112" OR SPF 1585 SYP 1870 OFRAME TO HETA16 w/ (9)1 Od x 1 1/2" OR MASONRY HETA20 w/ (9)10d x 1 1 /2" HTA20 wl (10)10d x 1 112" O FRAME TO 1­12.5Aw/(10)8dNAILS 535 565 RT7Aw/(I0)8dNAILS 515 585 FRAME FRAME TO H1 DA w/(18)1 Od x 11/2" 1015 1040 RT16A w/(17)1 Od x 11/2" 895 1020 O FRAME it 11OA-2 w/(1B)1Dd x 1 1/2" AT 2 PLY TRUSSES 930 1080 RT16-2 w/(16)1Od x 1 112"AT 2 PLY TRUSSES 935 1060 O FRAME TO MTS12 wl(14)10d x 1 12" (AT EXTERIOR 860 990 MTW12 wi(14)10d x 1 1/2" (AT EXTERIOR 1005 1195 FRAME LOCATION INCLUDE (3)12d TOENAILS) LOCATION INCLUDE (3)12d TOENAILS) OFRAME TO MGTw/(22)1Od NAILS AND 5/8" A.T.R, w/ 12" 3330 3965 MUGT15 w/(28)t0d NAILS AND 518" A.T.R, w/ 3330 4495 MASONRY EMBEDMENTw/ SIMPSON "SET" EPDXY 12" EMBEDMENT w/ SIMPSON "SET" EPDXY O FRAME TO HTS20 w/(24)10d x 1 112" (AT EXTERIOR 1125 1310 HTW20 w/(24)1 Od x 1 1/2" (AT EXTERIOR 1285 1530 FRAME LOCATION INCLUDE (3)12d TOENAILS LOCATION INCLUDE (3)12d TOENAILS F1 FRAME TO (2) HTS20 wl(48)10d x 1 12" (AT EXTERIOR 2250 2620 (2) HTW20 w/(48)10d x 1 1l2" (AT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE (6)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) HGT-2w/ (16)10d NAILS AND (2) 5/8" A.T.R. HUOT2 w/ (1010d NAILS AND (2) 518" A.T.R. O FRAME TO w/ 12" EMBEDMENT w/ SIMPSON "SET" 10690 w/ 12" EMBEDMENT w/ SIMPSON "SET" 7020 9790 MASONRY EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) O FRAME TO FGTRwI (18)1/4" x 3" SDS WOOD SCREWS 3400 4 725 RFUS w/ (12) W53 WOOD SCREWS AND 7100 MASONRY AND (2)1/2" x 5" TITEN HD ANCHOR BOLTS (4) 3/4" x6" WEDGE -BOLT (1) LGT2 wl (16)16d SINKERS Ji FRAME TO & (7) 1/4" x 2-1/4" TITEN 2 1750 2030 MASONRY SEE NOTE 46 BELOW) J2 FRAME TO MASONRY/ (2) LGT2 wl (32) 16d SINKERS & (14) I/4" x 2 V4"TITEN (2 PLY TRUSS) 3500-M 4060-M (2) LUGT2 w/ (32)16d SINKERS & (10) V4"x 3" WEDGE -BOLT (2 PLY TRUSS) 3100-M 3100-M 3240-F 3770-F 3800-F 4520-F FRAME OR (28)16d SINKERS FOR FRAME (EA) OR (32) 16d SINKERS FOR FRAME (EA) J3 FRAME TO MASONRY / (2) LGT3 w/ (24)1/4" x3" SDS SCREWS & (8) 3/8" x 5" TITEN (2 PLY TRUSS) 4730-M 6570 M (2) LUGT3 w/(24)1/4" x 2112" WS25 SCREWS & (4) 3/8" 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) 16d SINKERS FOR FRAME (EA) O BEAM TO HU410 OPT HUC410 w/ (18) 16d & 00)1Od G#2680 HD410 OPT HD41DIFw/ (20)16d & (10)1Od G#3080 BEAM NAILS U*1895 NAILS U#1950 ©BEAM TO FIU410 OPT HUC410 w/ (18) TITEN G#4500 HD410 OPT HD4101F wi (20) 1/4" x 3" G#3355 MASONRY 1/4" x2 3/4" & (10) 10d NAILS U91800 WEDGE -BOLT & (10)10d NAILS U#850 BEAM TO HU46 OPT HUC46 w/ (6)10d NAILS & G41540 G93000 H046 OPT HU46 wl (6)1 Od NAILS & G#1025 G#2015 L2 MASONRY / (12) 1/4" x 2 314" TITEN (TO MAS) U#980 U#1136 (12) 1i4" x 2 3/4" TAPCONS (TO MAS.) U#1030 U9850 FRAME OR (12) 16d & (6)1Od (FOR FRAME) SYP-F SYP-M OR (12)16d & (6)1Od (FOR FRAME) SYP-F SYP-M (2) HETAIG OPT (2) HETA20 (2) HTA16 OPT (2) HTA20 O FRAME TO 1-PLY wl (10)10d X 1 1/2" OR 2365 1920 1-PLY w/ (10)10d X 1 1/2" OR MASONRY 2-PLY w/ (12) 16d 2365 2365 2-PLY w/ (12) 16d 2430 2430 HTSM16 wl (8)10d NAILS AND (4)1M"x21/4" 955 1110 HTWM16 w/ (8)10d NAILS AND (4) 1/4'711 3/4" 1145 1225 FRAME TO TAPCONS WEDGE•BOLT N O MASONRY IL HTSM20 wl (1o)10d NAILS AND (4) 1/4'k2 1/4" 955 1110 IL HTWM20 w/ (10)1 Od NAILS AND (4) 1/4"A 3/4" TAPCONS WEDGE -BOLT 1145 1225 OFRAME TO H10S w/ (8) 8d x1 1/2" NAILS AND (2) 3/8"x4" 780 910 MASONRY TITAN HD DTT2Z w/ (8)1/4" x1 1/2" SIDS WOOD DTB-TZ w/ (8) 1/4" A 12" WS15 WOOD OMASONRY FRAME TO SCREWS AND (1) 1/2" 3 A.T.R. EPDXIED w/ 1835 2145 SCREWS AND (1) 12" 3 A.T.R. EPDXIED w/ 1510 1835 SIMPSON "SET' (SEE NOTE #4) SIMPSON "SET" (SEE NOTE #4) HTT5 w/ (26) 16d x2 1/2" NAILS AND (1) 5181' 0 HTT45 w/ (26)16d X21/2" NAILS AND (1) O FRAMETO A.T.R. EPDXIED w/ SIMPSON "SET" 4375 5090 518"E A.T.R. EPDXIED w/ SIMPSON "SET" - 5005 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) FRAMETO HTT4 w/ (18)16d x2 1/2" NAILS AND (1) 5/6" 3 HTT45 w/ 08)16d x21/2" NAILS AND 0) OMASONRY A.T.R. EPDXIED W SIMPSON "SET" (SEE NOTE 44 BELOW) 3640 4235 I 5/8"0 A.T.R. EPDXIED w/ SIMPSON "SET" (SEE NOTE #4 BELOW) 4160 O FRAME TO FRAME H1 OS wl (24) 100 xl 12" NAILS 785 910 LUGT1 w/ (23) 8d x1 1/2'NAILS 875 1045 TO HM9KT w/ (4)1/4-A 12" SOS WOOD HT16M wl (9)1 Od x 1 12" NAILS & OFRAME MASONRY SCREWS & (5)1/4"x21/4" TAPCONS 760 760 (4) 114" x 1 3/4" TAPCONS 1395 1395 TO VGT w/ (16) 1/4"x3" SDS WOOD SCREWS & 0FRAME V MASONRY (1) 518"0 A.T.R, EPDXIED w/ SIMPSON "SET" 3555 4940 w/ 12" MIN. EMBEDMENT TO (2) VGT w/ (32) 1/4"XY SOS WOOD SCREWS OFRAME MASONRY & (2) 5/8 0 A.T.R. EPDXIED wl SIMPSON 5170 7185 "SET" w/ 12" MIN. EMBEDMENT FRAME TO VGT w/ (16) 1/4"x3" SDS WOOD SCREWS & MUOT15 wl (22) 10d NAILS & HTT45 wl (18) O�( FRAME HDU4-SD32.5 wl (10) 1/4"x21/2" SDS WOOD 3285 4565 10d NAILS & (1) 5/8" 0 A.T.R. 4160 SCREWS & (1) 518" 0 A.T.R. FRAME TO 1 (2) HTT5 w/ (52)16d"X2 1/2" NAILS & (2) HTT45 wl (52)16d"x21/2" NAILS Y O FRAME (1) 5IB" 3 A.T.R. (SEE NOTE 94) 4375 5090 & (1) 5/8"0 A.T.R. (SEE NOTE *4) 5005 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAMS w/ (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 PLY TRUSSES, SCAB ON FULL HEIGHT SYP 41 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 wl 4'•0" 2x SYP #2 (MATCH CHORD LUMBER SIZE) w/ (2) ROWS 10d @ 4" FROM END & 4" O.C_ STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. OMINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/ 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 F612/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 wrrJI (IFAPPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS w/(2) 12d TONAILS OMINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM OMINIMAL CONNECTOR UNO ON 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. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USl_ FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST -f -METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL —ALUM FASCIA SECTION 2x BLOCKING NAILED 2x2 #2 P7NAILED FASTENED TO TOP CHORD OF EVERY PER NOTW. OTHER TRUSS W/ (3) CONT 2 x TO 12d NAILS, TYP, (**) (***) BLOCKIN12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND Cl_gDDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148"x31A" AT 16"0.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAION DETAILS (**)ALUMINUM SOFFITS> 1'-4" BLOCKING REQUIRED. f**) 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'-W V r, . w 9 o � :'a p c W n w0 eN-1 CO 1­ 00 l9 w LP W .3 d c 4 t" LO co I` 5 E c �'w c N I,y 0 bcl � J J J LL U. U- 5 (�yG W y .Ew _ �<n�oao LU EL O 0a6T1 y 6L"O �, 04c O 3 3 �to0 r-m 56 Ir O O W mW 3d�a t ai. y c `off a IL ' L N M� u M m Q Q Q O_�7_ e 3 d3d� O ,J M rn O m1'n a te,•„ V W I-° w 12 ro WWW.FDSENG.COM 11 0 El 0 Z — O 0 z N CD z Q " i J � � U) a r- Ln z cq N co LJJ � o w � UOM c � = J M H U �N E LIJ oo — CA N C COds Q N O hO.D r�l: V\DAMS HOMES,I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rJob DIVISION LOCATION: PORT ST. LUCIE Information: 0 z c:0Ld W i ¢0) m M z ■ ■ ■ �0m L -.i W CL 0JLuD 3 00 o LJ- J M V) v J ITI Model Name / Number: G : • ♦ I Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8328 I Sheet: � IOf: I ROOF PLAN A LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1780 A w/ 3 Car Garage STANUpRD LINTELS ` LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 3-611 6113 125 3524 50 81716 - 1B / 1T 2 4'-4" REC. 3699 125 1668 50 8RF10 - 1B / 1T 3 4'-6t1 6113 776 2707 474 8F16 - 1B / 1T 4 4"-6" REC 3699 1666 1604 1395 8RF10 -1B / 1T 5 5'-10" 4360 125 2080 50 8F16 -1B / 1T 6 91 1843 168 1136 105 8F16 - 1B / 1T; 7 131 1075 503 607 383 8F16 - 16 / 1T 8 171-411 950 168 405 105 8F16 -1B / 1T (min.) 9 91-411 1843 772 1136 408 1 8F16'- 1B / 1T (min.) 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 DOUBLE 2x TOP PLF I l- STANDARD HOOKS SEE MS05 FOR MORE INFO TYP FILLED CELL W/3000 P.S.I. CONC, W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M,U, 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J' BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO M$03I MASONRY CONNECTION DETAIL Iv N.Ts- #5 REINF. BAR 19 17 �br, l� #5 STD. 9W—HD-OK SCALE: 1 "=1'-O" * GRADE 40 U.N.0.1 20" MINA -' -#3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE P5" MIN. LAP #5 REINFORCING BAR #5 1 AP SPLICE 36" MIN LAP " #6 REINFORCING BAR #6 LAP SPLICE I MS05 I REBAR SPLICE DETAIL - GRADE 40 I N.T.& I ATTACHMENT REQUIRE ENTS SIZE I TAPCONS SPACING # ROWS 2 x 4 1/4" X 2s/4" 12" O.C. 1 2x6 1/4" X 2a/4" 12" O.C. 2 2 x 8 1/4" X 2s/4" t 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, PRECAST w :LINTEL , BUCKS W/ 1/2" O.S.B- BETWEEN ° : FASTEN PT 2X NAILER TO MASONRY : 1 n � IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS- SEE OTHER NOTE FOR SPACING REQUIRED MS11I 2x BUCK DETAIL LINTEL BEAM; 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONIC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — 1115M r"11 �.11111111''11111111111.�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 PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLA13 MS02' TYPICAL SHEAR WALL SECTION I N.T.S. I FORM & GROUT SOLID BAR CONT. (6)3�,i 1 r I ------------------------------------------------------------------------ ----------------------- ------ 1 - - - - - - - - -.- - - - - - - - - - - - - - - r - ------------------- ---------------------- ---- ----- -------- I 1 I I I 1 I I 1 I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I 1 1 I I I 1 1 1 1 I I 7 I I 1 I I I I I I I I I I I I I I I I I I I 1 I 1 1 1 I I I I 1 1 1 I I 1 1 I 1 I I I 1 I I I I I I I I I I 1 1 I I I I I I I I I I 1 I i 1 I I I I i 1 1 I 1 1 I I I I I I i I 1 I I I I I i 1 I I I I I I 1 I --- it I 1 0?_ �1 i 1 1 1 I I 3 I1 I I I I I 1 I I 1 I 1 1 1 I 1 1 It I I I I I I I I 1 I , 1 I ' 1 1 ' I I I I I ' I I ° I I ' I 1 ' 1 i I 1 1 1 i I I I I I 1 1 I 1 I I 1 I 1 I 1 1 I I 1 1 1 I I I I 1 I I I 1 I I I 1 1 1 I I 1 I I I I I 1 I I 1 I I I 1 I I i 1 i r I I I 1 I 1 I ' I 1 1 , , 1 II 3 1 1 ' I I ° 1 I ' 1 I I 1 1 I I 1 1 1 I I I I I 1 I 1 I I 1 1 1 I I I I I 1 1 I 1 I 1 I 1 I I 1 1 I I 1 1 ' ` 1 I ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I 1 1 1 I ------- -------- 1 1 1 I I 1 I I I I I I I 1 1 I I I I 1 I 1 I I 1 1 I 1 I I I 1 I I I I I I I I I I I 1 I 1 I I 1 I I 1 I I I 1 1 I I I 1 I ° ° I I I 1 I I 3 1 II I I I I 1 I I t I 1 i I I I I 1 I I I I , I I I I I I I I I I 1 1 I I I 1 1 1 I I I - H___—----- -n I 1 I I I I I I ----------------------- ----------------------------- ------------------ ------ I I I I I I 1 I 1 1 I I I I I I I I I I I I 1 I 9 n8 RM8512" LINTEL DETAIL 3/4" = 1'-0' LINTEL PLAN SCALE: 1/4' = 1'-0" ELEVAI ION "A11 GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO EE 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 LA. 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 m FILLED WITH GROUT / U = UNFILLED #5 REBAR AT TOP IN. (1) REQ'D R -RECESSED QTY. OF P5 __�CLtAR REBAR BOTTOM Q . OF LINTEL CAVITY ;0 0 TOP KNOCK OUT = LINTEL BLOCK COURSE zV 8F16-1B/1T kGROUT OMINAL QUANTITY OF#5 WIDTH#5 REBAR AT REBAR AT TOP BOTTOM OF LINTEL CAVITY NOMINAL HEIGHT BOTTOM. REINFORCING 7-58"ACTUAL PROVIDED IN LINTEL (VARIES) �P D RI NATION 8" NOMINAL WIDTH GENERAL CONCRETE LINTEL ATI AFNFRAI INSTAI I ATI(]N NCITES 1, f'c precast lintels = 3500 psi. L Provide full mortar head and bad joints. 2: f'c prestressed lintels = 6000 psi. 2. Shore filled IlntNe as required. 3. grouted per ASTM C476 Fg a 3000 psi w/ 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. maximum 3/8" aggregate and 8" to 11" slump. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 5. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. minimum net area compressive strength = 2000 psi. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 11"A" and 6. Rebar per ASTM A615 Grade 60. longer with a nominal height of 8" meet or exceed L/180. Prestressing strand per ASTM A416 grade 6. Bottom field added reber to be located at the bottom of the lintel cavity. 7. 270 low relaxation. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7/32 wire per ASTM A510. S. Cast-Implace 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 retings based on rational design analysis per ACI 318 and ACI 530 16. Florida Product Approval No. 1.58.1 11. The exterior surface of Untels 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 veritcal (gravity and uplift) and horizontal (lateral; loads shoud be checked for combine losdingwith the following equation: Applied verical load + Applied horizontal lead < 1.0 Safe vertical load Safe horizontal !cad O O m 0 Z O O O O 8RF6-0B/1T 8F8-OB/1T AO © e� °0 O O O O 8RF141B/1T 8F16-1B/1T .^O' O O O O , 0 O; 8F20.1B/1T O O O O 8RF22-1B/1T 81=241B/1T n OJ O O CD 81`28 1B/1T0= O O 8F32 1B/1T 0 f PRECAST "U" LINTEL W/ 3000PSI CC,NC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRI:-rE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n n n 10" STD.90 HOOK ANCHORS 11 lj I� HOOK (TYP.) _-� i i (i N G W n ¢ H v Of STD. 90 DEGREE rn REBAR ON BOTH SIDES ANGLE 3000 P.S.I. OF OPENING U.N.O. CONC. W/1 45 DIA. 10 REBAR PROVIDE KNOCK -OUT L BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS W-6" AND LARGE 8" x 8" x 'l6" CMU U,N. J. I SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR LOCATIONS MS01 BLOCK WALL REINFOR('hMENT N.T.S. rYP. BOND BEAM 3"x8"x16"K.O. JNTEL BLOCK -ILL W/3000 P.S.I. :ONC. W/1 #5 DIA, IEBAR NDICATES FILLED :ELL FROM FTG. TO SEAM WITH 1 #5 3AR MIN. e-i N O N 1 N Z 1 9, N 'a+amc_ dm�o 0 07 C' O N CD Ln r- rl 0, �y �W g c t a Ci) N Co U7 ti Ak *k xk 0 f 8 b I'm, _Uj IJL It - $ m 2-11 -` N r c UJ 0_ - �`� 3 ® H �� 'S' Z 3 ~ C m CA W U,00 � U 0 m m awls 3�0. Z U J fn c WW\k,FDSENG.COM r- Z kV — 0 CD Z /01 Q N Vie�(( '� Q ri L0 vi O — m Q) rn "' LJ IS CC3 LLI co uc9a f— CYi V fh U _ W —CA E ...I T 20 � 00 0 a i 00Ws ■©�1I�� ,DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rJ0b DIVISION LOCATION: PORT ST. LUCIE Information: O Z C W LS) Lo L (O r I ice+ cc cc (U v O_jMW�/:r� oo l° W U) (n ® Model Name / Number: TYP. DOWEL 25" ®I Plan Issue Date: MIN. LAP (ACI 530) Wednesday, July 21, 2021 ® KA PROJECT NUMBER: 21-8328 Sheet: S-1 Of; LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) W'x5" EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER r.1 TRACK TO JAMB. ' ` '-� ' ' • ' 1 ' ' I, ,I (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" °o "J" BOLTS WASHERS SET IN o TYP. FILLED CELL FILLED CELL W/ #5 MIN. 5 PER JAMB. VERTICAL o SECTIONAL OVERHEAD / DOOR / CONT, P.T. #2 0 WOOD SYP 2' X 6" TRIM 0 .- •• °w —_ •.�,.•• ..•.••II..°:,r ;. is 2"x6" P.T. WOOD JAMB ' r. ••• _ CN ;-� .; I • o cN DOOR AND CONNECTION PER - " GARAGE DOOR MANUFACTURER GARAGE SLAB ` n N TYP. GARAGE DOOR TRACK MOUNTING DETAIL NOTE: DETAIL CD22 / S-2 MAY BE SUI3SITUTED FOR THIS + DETAIL- UNLESS NOTED OTHERWISE �S MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. cFENTRY CMU COLUMN/BEAM N.T.S. N y Co O n �mN 0 cv �W mW Ln CO ti od� Mfp U c � I ;..O 20 LL- IJL _02 ❑C boq ' LU Uj a m� mm0 MA C "O LL N W (n Y• aUj BLOWN -IN R-30 INSULATION PER FBC ' AND ENERGY FORM SUBMITTED WITH a ~�° MOt W o'a o PERMIT APPLICATION PROVIDE BAFFLES _ ffi; m 0° Y BLOWN -IN R-30INSULATION PER 'L a y N AT EAVES (FOR VENTED ATTICS) g 'f of w FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OR - H00110, . 0 a 12 WITH PERMIT APPLICATION � SEE PLAN TILE ROOF (PEER ELEVATION) g m v PROVIDE BAFFLES AT EAVES \ OVER APPROVED UNDERLAYMENT a SEE PLAN(FOR VENTED ATTICS) PER FBCR 905.1.1.1 OVER APA �' 9 WWW.FDSENG,COM El El 0 PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - FIBERGLASS SHINGLES OR � 4" O.C. TILE ROOF (PER ELEVATION) [RSH] ON FRAMING SHT. FOR //��''�� +� i SHT'G &FASTENERS. j ■ z � OVER APPOVED UNDERLAYMENT I "� " � t�L� /j PER FBCR 905.1.1.1 OVER APA z CD o 10 ROOF SHEATHING - SEE SCHEDULE- TRUSS ANCHOR (SEE PLAN) z 0 PRE-ENG. WOOD H - ON FRAMING SHT. FOR ' _ _ _ _ C¢V (�) _ SEE PLAN FOR Q � ¢all TRUSSES @ 24" O.C. SHT'G & FASTENERS. L ERG. HT. 5/8" OR 1/2" DRYWAL \ .,._. HIGH STRENGTH CLG BOARD LO TRUSS ANCHOR (SEE PLAN) • ' ' ETAL DRIP EDGE z N t!"1 U cq FELT PAPER OR in TO BE INSTALLED ON OUTSIDE 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP FACE TRUSS PLATE ` • I CORNERS min (3) 2x4 OR . , `.._'."--' _.F — - — - — - — _ 3/4" P.T. NAILER SOFFIT, SEE ARCH. 4x4 w/ 2x4 POST UNDER EA o METAL DRIP EDGE PLANS 5/8" OR 1/2" DRYWALL 1/2" DRYWALL END OF SUPPORTING BEAM. �V — m UO& HIGH STRENGTH CLG / 8 x 8 x 16 K.U. 2 X 4 P.T. PLATE CURTAIN NAILER LINTEL BLOCK KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 � ''' BOARD O.C. C CONNECT ALL Zx STUD 2X SUSFASCIA 1 x 4 P.T. @ WINDOWS h O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH J m i x 8 P.T. @ S.G.D. " SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES i (TYP.) FRAME FOR COR- U = N . TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. " 16d TOENAILS PLANS PRECAST "U" LINTEL " , °° \ ao s OO �� ° �° NERS FOR NON LOAD t o' SEE SCHEDULE " v n ° �. BEARING SIDES NAILED 1/2" DRYWALL SEE PLAN FOR HEADER SIZE " °°° ° ° o ° °\�� \ w/ 16d NAILS @ 8" O.C. U 00 s �; 00 j ~ ��� ° p LO � Q N o 15/32" OSB EXPOSURE 1 ON 1/2" x 8" J OPTION -BOLTS-� ` -� ES MAXIMUM OF (3) - 2X PLATES MAY BE O.H. EXT. WALL W/ ALL EDGES BLOCKED. (TYP.)4 COURSE HIGH A.F.F- EADER W EACH SEE ELEV. SEE T513 FOR NAIL ATTACHMENT. (1) CENTERED EA, CMU BASE FILLED w/ CONC DAMS Hon+i ADDED BELOW THE H / SIDE w/2" WASHERS l � r w 4 VERTICAL RENF w PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" r (TYP.) / ( ) / FLORIDA CONTRACTORS LICENSE NO, CRC1330146 STAPLE @ 2 O.0 EDGES AND FIELD. NOTE: 44' MAX. SILL HGT. ON ✓ FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP NAILS AT 8" O.C. ALL BEDROOM WINDOWS. h REBAR W/ 3000 PSI OF COLUMN 3000 GULFBREEZE PARKWAY " CONC. ALL LOCATIONS PLAN AI -Al „ SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN " & FLOOR PLANS (G.C. TO VERIFY W/ FLOOR PLAN LA" DIVISION LOCATION: LOCATION OF OPENINGS IN " SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO µ OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. PORT T. LU E S& TO FRAME BELOW STUDS ARE REQUIRED). ° Job Information: NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW ` { ell W/ SCREEN CODE �, r WINDOW STOOL r ,� � � , � —CEMENTITIOUS DECORATIVE PER SPECS rl ' FINISH 7/8" THICK PER ASTM PRECAST CONC SILL ° C-926-98A O PAPER BACKED FOIL R-4'1 LAI ° ° 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL j ' MORE INFORMATION), SEE TB13 y EXTERIOR FINISH - ' 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT PER FBC AND ENERGY FORM J (SEE ELEVATIONS) LO FOR NAILING INFORMATION FOR APPLICATION 1 d R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P,T FURRING FTG. DOWEL #5 DIA, REBAR i O M w WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. 17" IN CONCRETE - 25" c EXTEND (ACI 530) ABOVE � � > � � � N AND ENERGY FORM SUBMITTED w/ 1/2 x8 A.B. (OR 1/2" x 8" TITEN BASE NAILER— SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al , Al BUILT-UP CORNER MIN (3) 2x4 co i WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. w/10-10d TO COLUMN w WOOD BASE— ON FOUNDATION PLAN ; ° ; OR 4x4 POST w/ 2x4 UNDER E WOOD BASE MIN. 6" FROM END - SEE W507 POST i ° N PLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR EACH END OF BEAM O SEE FOUNDATIO " O J LU Z) 0DLL FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION - 2 X 4 P.T. PLATE TOP OF SLAB � NOTE, ="* --- I_—*--== - BOTTOM STRAPS MUST BE % J m �r, , * INSTALLED ON INSIDE OF Model Name Number: � COLUMN DO NOT BEND fy"� • r� p ' r GRADE GRADE °� 700 STRAPS UNDER PLATE. ° ���r �' �° .. 1 PLACE STRAPS IN FILL �'�- ° °�� ' ° �. I ' CLEAN o SEE PLAN FOR ; , CELLS w/#5 REBAR = U r `;; (TYP.)4 COURSE HIGH CMU BASE Plan Issue Date: COMPACTED —� w I RE -BAR QUANTITIES 1 '' °° , ° '. ° ��. FILLED w/ CONC -SEE PLAN FOR FILL :: ' ' ° 07 " = ° ' " '� °'' ° OF COLUMN BASE Wednesday, July 21, 2021 • >• ,• SIZE. TOP SEE FOUNDATION 2'-0" AFF KA PROJECT NUMBER: SEE FOUNDATION PLANE PLAN ° 16" FOR FTG REQUIREMENTS PLAN ° . ° ; , ° 21-8328 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: DETAIL - UNLESS NOTED OTHERWISE S=2 Of: L!�S02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = 1'-0" WS01 TYPICAL WALL SECTION - 8" CMU 3/4" = 1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS r' CN i N c?I CV PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE a� sr (SOLID BLOCK w/ 2x6) 4g,M (D 2x4 STUD �N PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 y ° W N `� *11- NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF r STUDS) 12d NAILS @ 3" O.C. ° _ p W F a LLO 00 - TOP PLATE TRANSITION 3 °a'ac O ,�II e 8j U U W O N rl LL LL LL t �r (�b� 0 col PIPE OR DUCT w/ OUBLE 12d m = N w aw PENETRATION THRU TOP SPLICE d Q ui a Y TOP PLATE w/ MORELi t7 _ � Li 13 THAN 50% OF TOP ROWS 12d L g. W 2r L g °' a' z Y PLATE WIDTH INSTALL @ 3" O.C. C } �1�� NOS W(n ��S Or O J ff ct m wc02 m SIMPSON PSPN516Z u`3 a a n w/ (12) 16d NAILS TYP."Q j� _ �_ d Q a TOP & BOTT. BOTTOM SPLICE d 8 9 U NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS _ Z a TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD n " O C WWW.FDSENG.COM SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ f L" (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 z 0 o — 0 NOTE: z coil •o PLATE LENGTHS MUST BE AT z n ¢ " LONG. TYPICAL d! LEAST 8' 0 L ` � J m WF17 TOP PLATE SPLICE DETAIL a/a" =1' o" V / � Z N 4/"l VI m J m a U N E OD EXT. OUT BEAM TO SUPPORT` TRUSSES IF SPECIFIED ON PLAN m m-----------------, SIMPSONHUC410-------_ --- -- �^ (J cno 1 - BUCKET SEE ROOF ( - - - c 00 It s PLAN FOR MORE INFO , ; d cN o non * CRIPPLES MAY/MAY NOT BE PRESENT. a m ' SEE ROOF PLAN ' ; VERIFY HEADER ELEVATION FOR BEAM SIZE 4 (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d ROW OF STAGGERED 10d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH 1. - 31 2" OR EQUAL 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 HEADER ANCHOR I , i i 11 -- NAILED TO TOP PLATES, ' � & CONNECTION INFO HEADER & JACK oo, FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE NO. & SIZE OF ; SEE FLOOR PLAN 3000 GULFBREEZE PARKWAY & GRADE RAFTER TIES FOR COLUMN SIZE & GULFBREEZE, FLORIDA 32563 EACH END - - - - - - - - - - - - - - ' BASE CONNECTION INFO SEE PLAN FOR (2) LSTA 30 OPTION A ;OPTION B DIVISION LOCATION: BEAM SIZE 1/2" OSB FLITCH PLATE PORT ST. LUCI E (D = OA 621, L- 3-1/2") OR EQUAL (D = 0.162 . L- - / ) SCE FLOOR PLAN FOR REQ D ONLY WHEN INDICATED AGENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE 1/4"DIA. x 5 1/2" LAG 1)) AD COLUMN SIZE BASE ON BEAM SCHEDULE/PLAN Job Information: OPPOSITESIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR 2X CRIPPLES @ 16" O.C. SEE SCHEDULE � CONNECTION INFO THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. W/ SIMPSON SP2 TYP. ' 2-ROWS 12d NAILS SECTION A -A TOP AND BOTTOM WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED @ , SCALE: 1 1/2" = 1'-0" 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE ' 12d NAILS STAGGERED @ 1Z" 0/C FOR 2 x 10 0 LSTA30 STRAPS AT EACH A STUD WRAPPED OVER OR GREATER HEADER A FOR OVERHANGS GREATER THAN • • : • FILL 1ST. 4 COURSES TOP PLATE & NAILED TO HEADER EACH SIDE SEE PLAN FOR c 1 1/2" CONTACT FOR FOR:%. SOLID W/ GROUT. (NO FILL ALL HOLES IN DOUBLE 2 x #2 ` TOP OF BEAM LO p FURTHER INSTRUCTIONS .•.�� REINFORCEMENT REQUIRED) STRAP S.Y.P. HEADER W/ SEE ROOF PLAN W cn 14 • 1/2" FLITCH PLATE FOR BEAM SIZE & `- f� � . • • . ... NAILS @ HEADER(UNO) CONNECTION INFO. co O c • 8 O/C TYP. O ■��'■ y •.• FILLING AND BLOCKING AS FASTENED TO ■ �/ M 3. �./ W � ;�:•: OU REQUIRED CRIPPLE STUD HEADER W/(2) ROWS SEE FLOOR PLAN FOR 0 _„� LLJ '� ; TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS COLUMN SIZE & BASE Lo M �^/� r /� J W V/ v J • NOTED OTHERWISE CONNECTION INFO • • : •I N ♦ Model Name / Number: • •'; F.F. •: ' +"' ' 2 x 4 STUDS TYP. OVERHANG --I, • ; •� • ; SIMPSON HTT4 W/ (18) �• �. �+ :• � 16d NAILS &A 5/8" ♦ Plan Issue Date: • ,•, ` • • •, • EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. po. Wednesday, July 21, 2021 . , OR81/2"AT GARAGE STEP DOWN ♦ KA PROJECT NUMBER: • •� �r * HOLD DOWN CONNECTIONS P.T. BOT. PLATE :.:�; .+ EE FOUNDATION 21-8328 FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOT REQUIRED @ BEARING PLAN FOR MORE INFO .' '' NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WALLS WITHOUT UPLIFT Of: Sheet: S-3 TYPICAL WALL DETAILS FcDJ7LI- COMMON BEAM ATTACHMENT N.T.S. WF09 I WALL HEADER DETAIL N.T. s. MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN ` OR EQUAL TO 450 - MINIMUM 2"x4" CROSS BRACING ^ i (SEE PLAN FOR A - - , 00 LOCATION) BLOCKING 00, (3) 12d PER JOINT _ - i CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- ' INSTALL BLKG. AT TRUSS WEBS ' CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING X-BRACING - 2x4 SPA SYP w/ (3) 12d @EACH TRUSS WEB T11301 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D 04 NAILS EACH END TO TRUSS TOP CHORD O N TYP ' > A TRUSS el TFRnIeTF TQ BLOCKING PRE-ENGINEERED PVERLAP TRUSS BRACING T WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP TRUCTURAL PACE -- G.T. SHEATHING -� ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO "TOP CHORD TO PREVENT SHEATHING JACK r\G.T rOF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSES 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR Ln o SHEATHING SYP TRUSS BRACING 2.2 o N14 * SPACED AT 10'-0" MAX N c as w � oo SEE = W }� U) co 1- PLAN 2X4 BLOCKING �. ; = d w Y 09� M�iaR a a Uj BETWEEN TRUSSES HIP TRUSS ; H Q o SECT_ AA���� 113_�CL w 3 =D�a Y TB03 HIP / RIDGE BLOCKI NG DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. Syr° w Z V o W m a3 a�i� N M-'C m Q Q ��OV J E v � 8 P = OU m�Ernm_� U J fn Wcii c WWW.FlJSENG.COM ❑ ❑ ❑ z 0 — 0 0 z o 0 N 10 Z) aj TRUSS NOTE Q a 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND r BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT 04 z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED N TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY LL CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT + EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL w 'p LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL Q BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHEIJ W/ 12) 3-12d NAILS AT EACH TRUSS INTERSECTION. w 2 uva 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Lr)_ ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. M M X S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. U � c>7 SEE TYP. TRUSS BLOCKING DETAILS �N E LU 00 SHEATHING ', 2 a 3 TO 4 TRUSS 2x4 AS SHOWN C W Y ALTERNATE Q N 6 Pw l m TRUSS SPACES DIRECTION RUS v:, DAMS HC�►MES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP &BOTTOM OR H5 SEE TRUSS (2)-12 NAILS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF (4) IOD SECTION TO EA TRUSS REQUIRED @ RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY .... SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN' --DOUBLE TOP DOUBLE PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS VARIES W ROOF DIVISION LOCATION: _2x STUD ALL SEE PLAN Job Information: CONV. FRAMED RIDGE \ \ / / ♦ \ 2X4 SPF BLOCKING / MAY BE NAILED w/ MIN, VERTICAL SCAB 2X6 42 (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES / NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED C) EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d B REQUIRED w/ (2) MTS12'S THANREQUIRED 0 @RAFTERS GREATER \ \ \ 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & O EVERY 3rd \ \ ALTERNATE DIRECTION SHEATHIN RAFTER \ \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS N TRUSSES W/ (2) 12d NAILS (OPTIONAL) Z Li) CP EACH END, CONT. EACH BAY Q ) B TB 2X4 SPF W/ (2) #7X3-1/2" TRUSSES Q 11 N ALTERNATING pg WOOD SCREW EACH TRUSS SEE PLAN " C M BLOCKING OR H5 @ 48" O.C. / / CD co td PRE-ENG. TRUSS \ / / ((0 r-I 3: N i CONT. ROOF SHEATHING AT TRUSS TOP \ STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / O J Gj ZD , 0 B (USP MP4) @ \ \ / / ,,^) ,/'1 2X4 P.T. BLOCKING BETWEEN 2'-0" ON CENTER \ \ / / J m V J v J TRUSSES W (2)-12d NAILS @ DIAGONAL WOOD � 2x8 #2 SYP RIDGE BEAM 2X4 SPF BLOCKING / AT 8'-0" TRUSS \ A♦ Model Name / Number: EACH END MAX — 2x6 RAFTERS 0 2'-O"O.C. BETWEEN TRUSSES MAX. w/ (3) 12d COMMON X @ 24" O.C. MAX.W/ TOEWALL BELOW 2X4NRAFTERS FOR SPANS LESS THAN \ / \ (3)12d EA. END (TYP.) 1780 (SEE PLANS FOR TYPE) 4 FT @ 2'-0" O,C. MAX W / (3) 1oD SEE PLAN CONC, MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT , ♦ Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2 SPACE Wednesday, July 21, 2 21 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE ♦ KA PROJECT NUMBER: SHEATHING INFORMATION fee 21-8328 @ 16" O.C. Sheet: SA Of: T606 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL T s• N ROOF FRAMING AND BRACING DETAILS N. 91 THERMA-TRU INSTALLATION����������������� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" 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. SPAC EVEN 6" E 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES 31, SPA EVE a SINGLE DOOR W SIDELITE 31, 6' SPACE =VEN LY 51, G SINGLE DOOR W/ SIDELITES I „ E 6, 34 3n 6n DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O m TOP OF SLAB pp Z IPu-ll�°I "I o z I 16" MIN. DIAMETER I CONCRETE FOOTING J PROTECTION BARRIER DETAIL N.T.S. S SPACE EVENLY • B„ 8„ S„ g„ $„ ---------------------------------- ---- ----- ------ Rt�g ° SEALANT LI - NAIL SHINGLES W/ 11OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. { Oec" shi Line valley by centering ro ao�r a�0. 36" wide ' - aeo thN as S ` rtainmo Win nderlaymentor inglea� dC�Od %rda yrL StdeV�- cukivalent dir to ` . CDolee End 6 GD )kse ko Goukye ag AtY' 3 �NdODut . < Rake 1s1C�5 o not nail within 6" of valley centerline r Metal ` Drip Embed each shingle Edge n 1 2" wide strip of asp�alt 22 29" raging cement. Cut 2" diagonvY off' upper Save 7" orner oftrimmed' pieces to use in 5thbune 1" . s e. r , Cut shingles 2" back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINfH BEHIND FLASHING EX TER.WALLFIMINIMUVIOF6AND G LOCATIONS) ABOVE 6" X 6" H GALVERTICAL RISE OF FLASHING FLASHING CONAT KNEEWALL A—VERTICALWALL T ENTRY PLASTER STOSEALANT Roor SHINGL 6" X 6" HGALVFLASHING CON FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED [6�1 HIv� I AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET Z KN EEWALL INTERSECTION EAend the shingles over the rake and eaves about 1/2" H 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/ 3/16" x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4_" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT : BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS °' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU \ THE W'DOW FRAME INTO MASONRY ° JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Ewe R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND (MULLS OF SHINGLE ROOTS. OVERLAP TO BE A MINIMUM OF3in (76cm). EAVE DRIP EDGES SHALL EXTEND %in BELOW SHEATHING AND EMEND BACK ON THE ROOF MINIMUM OF 2in, DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE GNDFRLAYMENT. IF INSTALLFD OVER THE LNDERLAYMENT, THERE SHALL RE A MINIMUM 4in WIDTH OF ROOF CEMENT INHTALLEO OVER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM 01 121n ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2A.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MFCHAN'ICALIY FASTENED A MAXIMUM Of 41NCHFS ON CENTER_ Maximum Fastener Sparing (Jambs, Head and Sill) Q A" pip ..-. Scre�s Mounting Exterior View of II Fixed Window 1 7-1 Wall Framing: #2 Spruce/Pine/Fir Or Batter , Silicone Y1crew X Screw Minimum Penetration 1-318" Glazing Bead -,J Cross Section View Mnlmwn 1 v2- E 07�,. ` Silicone Etterior Sheathing Note, We strongly recommend the use ofJlashlog and/or flashing tapes and sill pans as stated In A57H f 2112-01. However, due to variation /n codes and bullding types, It Is left up to the end user to determine the proper installation of these Items. s"a. , u.y.i.. `/ e.d Ccfnre insFcr Ott r� n I tf b LhI F zF Ta i - , le t 1`e1 t F n r P., Ple,c 'e-Sticlk t . wrap Sep 1 Measure to be sure the opening is 3/8" to 1/2" larger than the window size both vertically and horizontally. You may wish to pre -drill the installation holes in the fin at this time. asfepard the -bed holes in the m—blnq An as are not nectAly sNoed ar Step 2 Apply a generous bead of silicone to the backside of the mounting fn. Use dough 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 glazing bead should always be to the inside of the building. Step 4 Install shims under the sill, adjusting them until the urd is plumb in the opening. Shims should be Installed under the sill every 2 feet. The window 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 and of the head, sill and both jambs, Step 6 Install the remaining fasteners In 8" increments from the corner screws to the center of each frame member. Use care not to over - tighten the screws and pull them through the fin. Also, make sure the screws ga in straight and do not cause the frame to bow, Wall framing should be a minimum of #2 SpruceJPine/Fir. Fasteners should be #10 screws of suffident le th to achieve 1.3/8" enetration Into the wall and no le% than 112" from edge of framing. Fastener quantities needed In each side of frame to achieve 8" VadV Length, of frame Member IV M' 1 26" 1 34' 1 42- so" se" 1 66- 74" or 9b" W Number of Fasteners 2 3 1 4 1 S 1 B 7 $ 1 9 14 11 12 13 Step 7 Remove excess silicone 'squeeze out" from around the fin and Inspect for holes or voids. Use silicone to fill any voids. Step 8 If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, b5is must be the h'ON LA"PANO1N6 YPE- F0 `1. Step 9 Since these windows are typically used in rooms with high moisture, le; bathrooms, it Is recommended that the interior gap between the window and wall framing also be sealed with silicone and tooled so as not to interfere with the installation of wallboard, ble or trim. Step 10 Once all construction is complete, remove the bubble wrap from the inside and outside of the window. If necessary, clean the blocks with a mild deter nt and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. N d _ to N --�r (D o In c c w $-'g W 1-1 t9 � W m t ti . iSipd� F- d, Mk"a� Ln Go � 1" m m V c m (� 0 01 U- LJL ��JI Lam. ON 4 u n�Z -_ 8. w a �_ i w rn Product Approval Submittal Affidavit � �y �"�zgt 3 ��� �__�z o s$20g �o tea: O ~ w Building Address: Contractor: W�� W W��°' m ° LL¢ Q BuildingPermit: W 0 In IS ��o Product Design Manufacture Model # Attachment Approval # 9 2 $' Z a Pressures Method 11 1 v �� vmw rDSFNG.COM Roofing:DADE 1st Choice COUNTY APP.TWO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 — 0 0 NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. '�irl� z N 10 W/ 3/8" MIN PENETRATION THRU SHEATHING %� Q ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, III- COUNTY APP. Products.Inc. "Off -ridge vent" 1" FROM ED AND 4" O.C. TYPICAL MAX. FL21580.1 R 2 V) 0 M ROOFING UNDERLAYMENT: � � � .2 o 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9— PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 �Vl,) O w c Overhead Garage Doors: `ru H- J m 53W5 U ro E 1st Choice +30.0/-30.0 CLOPAY 2"x6" P.T. WOOD JAMB WITH FL16546.8 W 0 Q v 16x700 53W5 (5) 1/2" DIA. x 8" "J" BOLTS H— M 2nd Choice +30.0/-32.0 1 CI OPAY 8 x 7 FL15279.84 U Swing Doors: a Co o THERMA TRULCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 4 1st Choice +67.OJ 67.0 10 FIBERGLASS DOOR LITE SERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 +67.0/-67.0 THERMA TRU-CORP. FL20461.1 SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL DAMS MOM ES FIBERGLASS DOOR r- FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 `- THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PLATPRO MA RU FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: 1st Choice Alum. reinforced MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 PORT ST. LUCI E fj Alum. reinforced Job Information: Windows: +40 / 50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Single Hung (fin) ANCHOR WITH MIN. 1 /I" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) 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 11/2" INCH MINIMUM EMBEDMENT FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES Hung FL17676.2 Single (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Mullions: 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 11/a rI IM-1926 Horizontal I MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUMI 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. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD FL18644 R-6 BE FILLED W/ 48 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 FL16503.4 R5 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 Standard standard vim I staples solid 144 vented -145 Fl-12i94.2 Hurricane Panels: 1st Choice Dade County App. ALL AMERICAN SHUTTER & GLASS 24" Ga. Storm Panels 24 GA. STORM PANELS FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: 0 z W 0 Lo in 4+ 0 T t'+D z CO rl � �m0 � O U L'LJ OW MJ V / �� VJ Mode00 l Name / Number: 1780 Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8328 Sheet: S-5 Of; MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS - FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH f RESISTIVE BARRIER & WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING ` TEMPORARILYSECURE BARRIER R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall DOOR ROUGH OPENING TO BE USED. envelope shall include flashing as described in Section R703.4. WEATHER WINDOW UNIT /rRESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SELF ADHERED FLASHING 3/4"-1" BEAD OF APPLIED 0,3 in: 12.0 in SELF ADHERED F LAS H I N G TAPE d EXTERIOR _ required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND PRODUCTS DETAILS OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 �nssen�"i_e"wl"now, asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WEATHER SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive RESISITIVE CEMT. FIN. barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS PER FBC-R (CURRENT EDITION) 703.7,3 manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 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 least 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: RIM JOIST to the water -resistive barrier is directed between the layers. 1. Cut, fold up & temporarily secure weather Refer to the number marked as ® in each detail that corresponds to the resistive barrier above header to allowfor 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 flashing plus head flashing under weather greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater resistive barrier 1 1 PAPER 1. Install self -adhered flashing in order as shown by numbers -absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and 2. Install flashing and Weather resistive barrier to form water Shedding laps seal with tape 2 2 O 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 flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be Scale: NTs SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid,applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING scoring cuts Instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW W P� 1 EXTERIOR DOOR WITH DECK - SECTION A W P O2 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P ®3 water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and 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 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in ADHESIVE exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows (lashings shall be installed at the following locations: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to Corner 4y N (SEE DETAIL WP01) 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of ther. ` REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING $. Mechanically fasten as necessary exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed •_ in accordance with one or more of the following: (BEFORE FOLDING, SCORE N ; SELF -ADHERED FLASHING, �"o RELEASE PAPER TO EXPOSE SELF -ADHERED EXTEND A MINIMUM 6" 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. 'b THRESHOLD Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to f OO MECHANICALLY FASTEN AS a the water resistive barrier for subsequent drainage. Openings using g incorporate g p SECTION -A NECESSARY IN CORNERS THROUGH ag pe gs g pan flashing shall incor rate flashing or protection S at the head and sides. a� (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. i 1,3 In accordance with other approved methods. SELF -ADHERED 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ FLASHING O / 2 WDMA 300 or FMA/AAMA/WDMA 400. it s SELF ADHERED FLASHING 5 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 FLANf�E 1 4 Q 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS 1 6 4. Continuously above all projecting wood trim. ■ _ o DO NOT FLASH OVER ' UNDER DECKING 2 w y S •-e N Ll') BOTTOM NAILING 8 (SEE DETAIL WP07) S. Where exterior porches, decks or stain; attach to a wall or floor assembly of wood -frame construction. � w - - U/ 0 Iq � CO FLANGE 6. At wall and roof intersections. �_ ffi W $ d SELF -ADHERED FLASHING \ /� / P�4 ® c ,/ V SELF -ADHERED FLASHING SELF -ADHERED FLASHING ��++26 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK W P O INSIDE CORNER W P O V 7, At bunt -In gutters. ° m � , N a 1 a ui a Y rn SELF -ADHERED FLASHING $ j DECK PROTECTOR w a s, m m 4 J SHEATHING 0° `t .__ Cement Plaster fig' C =was (� a a 7/8" 7 Cement Plaster o a; W 50 o �, o in accordance with n accordance with r L) ASTMC926 ASTMC926cai _ SELF -ADHERED ° www.FDSENG.conl ❑ ❑ ❑ v - -~ -� FLASHING PATCH � a� � � ; -. ,. � , •� • ; - ,. � , ,� � Felt backed metal Felt backed metal lathe in accordancelathe in accordance e VI . ;; with ASTMC1063 with ASTMC1063 _ SELF -ADHERED FLASHING ¢` is, Z 0O o I 10 DECK PROTECTOR m �' CN � a � �' � Building Paper � - Building Paper zCN ` 7/16" O.S.B. 7/1C.S.B. � sheathing sheathing _ DOUBLE`. Kee t0 edge p p g O Flashin of weep screed SINGLE �1 7 - JOIST J SELF -ADHERED FLASHING �- ' 2 below top of JOIST t �J g w� SELF -ADHERED FLASHING. block - - 3 1/2" r 2 ` � � � � � � � Unperforated .. � w � uc�a 3" MIN Vulcum A Flange 7/8 cauk bottom r� Weep Screed joint only : O 5 2 Maintain -- Lu o 0 ;. Metal Flashing s 00 Bottom of 3-1/2" Unperforated _ SELF -ADHERED FLASHING % SELF -ADHERED FLASHING W P O8 APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN \ /� / PO W1/2 Se ed Flange 7/8 Weep Screed c 00 o \H®.8362x;DECK JOIST W P Q / OUTSIDE CORNER ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE V V � " o INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" Cementitlous `� `" qD '� Sheathing Decorative Finish DAMS HOMES •o•• ••o. All inside and outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 _ •'�• need to be miter 3000 GULFBREEZE PARKWAY EXTERIOR WINDOW UNIT ' •• cut and caulked all GULFBREEZE FLORIDA 32563 CEMT. FIN. ., butt joints need to Cement Plaster • �.• BUILDING PAPER SLOPE in accordance °• •`'•4•'becaulked using SLOPE with ASTMC926 Vulcum caulk for all DIVISION LOCATION: SLOPE 0.3 in: 12.0 in _ 0.3 in: 12.0 in over wood 2nd PORT ST. LUCI E 0.3 in: 12.0 in (0.6 cm: 30.5 cm) -�� (0.6 cm: 30.5 cm) floor V Job Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING �" -- EXTERIOR CEMT. FIN. BUILDING PAPER o WIRE LATH . 1/2" Cement SELF -ADHERED FLASHING Plaster Finish o > rn Block W W o d WIRE LATH _ 2 1/2" Perforated m '''o.,• Flange 1/2" Weep > BUILDING PAPER BUILDING PAPER ••,.o, Screed CementCO Plaster V o over block 0 Ll.l 00 � 1 st floor U) EXTERIOR WINDOIN UNIT CEMT. FIN. Slab Install bottom V Model Name/ Number: edge of weep screed 1" below 1.780 finish floor Plan Issue Date: OPTIONAL DETAIL Wednesday, July 21, 2021 KA PROJECT NUMBER: 2 2 3 O Note: 21-8328 The building paper and metal lath Sheet: W � of: SELF -ADHERED FLASHING SELF -ADHERED FLASHING must be Installed over the top Of WEEP SCREED DETAIL �� CEELF-ADHERED FLASHIN MT- FINISH WINDOW HEAD W P 1 O CEMT, FINISH WINDOW SILL W P 11 CEMT, FINISH PARAPET WALL V V P 1 2 the we screed, SCALE: NOT TO SCALE FWATER PROOF _ DETAILS .......... . ..... 5" bath duct to roof or wall cap wl standard 70 cfm bath fan I License # CAC032448 5 )) bath duct to roof or wc11 cap w/ standard 70 cfm bath fan 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—V1602.4 balanced return air. 7YrFQT10MQ 1-3 I-LUUH FLAN SCALE: 1/4' md'-O' ELEVAT04 "B" 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. AREA CALCULATIONS 161 H-009 1780 5,F. T037AL LIVING 1780 S.F. COVERED FNIFIRY (BASED 38 S,F. COVEFF-D PA-1011ANA! 117 S.F. I 0-TAL ML� UNDER ROOF 5 fi S1. Rating 0 \1Z �jo V U-i Y) Z U-j 0 0 U-J 0 < < 00 11-10 \0 \0 M Z 0 LLJ -j < l--- < D —1 0 < (f M OL __j U) 0 0