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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 C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 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 0920 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. WITH FRAME WALLS. • MASONRY CONSTRUCTION INTERSECTION OF CHIMNEY S OR OTHER INTER E • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -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 Ei" 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 A7 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 10FT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 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, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 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 -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL 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. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT- FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL. PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL - AAF 20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" * * * TL MAX 1/2" 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 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 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT _c 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� 5) (+) 27.6 (+) 27.6 10 () 29.9 () 37.0 (+) 26.5 (+) 26.5 20 () 28.8 () 34.4 0 s 50 (+) 24.8 (+) 24.8 4 O 27.1 (-) 31.1 G YYY (+) 23.4 (+j 23.4 100 (-) 25.7 () 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 (-} 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 D ETAI LS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS A Ei M61 FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the intent of Designer/Engineer listed in the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER TIME INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to 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. construction. All Construction MUST be in accordance to the information found in these documents. Any questions regarding the 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 TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/4"x 21/4" TITENS TO SEQUENCING OF WORK, O VER. SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT O CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND FOR 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 information found in these plans should be directed to our Quality 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" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. No backcharges will be considered for reimbursement 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. 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 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 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 H75 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. OMES orthwest Florida_ 300000 CULFREEZE PARKWAY CULE:REEZE. FL01©A 3256`4:3 C, --7 , " t,-­_ RENIIIEWF:�. d N. �yT$ CD d 0 N W Ln rI 00 N �Wca� CoW W g. t- co �Jk Y'k m c� 0O O(M LLLL LL H2 Uj V Y-,°°z to w Wd a $m�� (pcnmo8 Lq 1n J p�}y}y Q. W 0 N .7 N Q> > Y �W,�� 2.2 cam_- 0 �'m P O Uj J W yy 00 2 N M� m e( Q Q �9c iS s0 o� a � m a g I O U J Cn w � � N NAMMSENG.COM� U � z S -a z 0 N Z Y GOQ 3J a � � Z N (7 ' W Gj -% Lij J 2WO Va w w uc�a :Dc cry F- cum U NE _ Cti N U U)0 y 00 c Q N O ' ° )�X 'T3Aiy15 HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ Job Information: 0 z �L0 W 0 � M 04 ~ _3 W OMWa) Lo u. IVI Model Name / Number: ♦ Plan Issue Date: Wednesday, June 23, 2021 ♦ KA PROJECT NUMBER: 21-6350 Sheet: � Of: COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 \ B / +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(plf) BW1 161 (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6)-10d SP1 W/ (%10d SPF 402 STUD, (6) 1Od PLATE STUD, (4) 10d PLATE BW3 161. (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD. 6 16d PLATE STUD, 4 10d PLATE BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD, 6 1Od PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 878 16„ STUD 6 10d PLATE STUD, 4 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6),10d BW8 12" STUD, (6)1-Od PLATE STUD, (4)10d PLATE SPF 535 BW9 O " (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SPF 1070 12 STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW10 12" (2)16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d sP1_ W/ (6)-10d BW11 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW12 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED --DOUBLE 2x TOP PLATE TOP OF WALL/ SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFo9/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 W-O" SCHEDULE ABOVE F.F. SEE FOUNDATION - -' I- - ^ - - 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/Sd NAILS AT 4"0c NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL GENERAL NOTES 1-. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED LINO. 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 0 n WF06/S3.10R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2 d FLOOR TO ECTS ONLY) FIRST FLOORCONNECTIONS.NOT :THIS IS FOR ? STORY PROJECTS ) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" D.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 DWI, BW4, BW7, 0W10 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. SPi/SP2.ORIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. SOd= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 OR (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 SIDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR* * U = 5665 2200 SYP POST & (12) - 15d NAILS 6 x 6 P.T. #2 ASU66 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 HOU5-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" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR*" 3.5 x 7 P.L. HDU8-SDS2.5 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 HOU8SDS2.5 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 UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C] 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 T SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON v5. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 112" 0.131" X 2 1h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 31/4" 0.131" X 3 1/4" 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 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 3 1h" 0,131" X 3'A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 WJ 1/2" FLITCH PLATE THIS SHEET (2) - 2X12 92 SYP SEE GENERAL HEADER NOTE #5 H4 W1 1/2" FLITCH PLATE THIS SHEET (3) - 1 3/4" X 11 114 ATTACH TOGETHER WI (2) ROWS 1/4" X 31/2' H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS Ca 15" O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER WI (3) ROWS 1/4" X 31/2' LVL 2.OE Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" 9' 0" (2) (3) (2) (2) 10'4" - 1.6'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK 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 050 BEAM FLITCH PLATE. NAIL TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS @ 122"" OR (2) SIMPSON HETA16 TO CMU A 0-0. TYP EACH SIDE COL, U.N.O. ON ROOF PLAN. (2) - 2 x 12 42 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 O oS8 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING 2 SIMPSON HTS20 To woo0 Pos T ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O,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) BM4 O TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD R SIMPSON HETA16 TO CM U 0 2 O SCREWS @ 16" O.C. TYP, COL. U.N.O. ON ROOF PLAN, EACH SIDE. (2) -13/4' x 11 7/8' LVL 2.OE Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2' SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS 016" O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE (2) - 1 3/4" x 16" LVL 2.OE 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" REARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. a a CS; 'n, o„ 10'-01, 39'-8" lo 5'-4" 8'-6'° 4'-10" 8'-0" lie © g 25 SH 25 SH PRECAST BOTTO @ 6'-8" EGRESS - - - - - - - - - - - - - - - - - EGRESS' GRESS ' 13' 10" 13'-0" 12'-10" HOSE O w Q BIBB \ -0 O ¢� , OWN\ E BEDROOM - LANAI BEDROOM #2 " 1(AULT_D M W J VAULT CEILING : Y Y a M , _ VAULTED CEILING °P CEILING 60 o Q � � N C2 '� C2 rN1 \ ---- G.T-------=T------- --- , S01 iv t C ' S2 'a - - - - - - - - - - - - - - - - - - - - _ - - - - _ - - - - y TIT - - - - - - 12'-4" - - - - - 6" - -y, _ - - - - - - - 0 5%0' 7' 2" 3 -g" 2 .0° 7, 2,. H1 (2) 3050 S H2 r •_ 2868 2668 I 2' 2" LU 8' CLG. �, z_ BW1 p rl J 1R/1SH U7 W/ BASE PLATE ADcn LO N Cc W 00 ATTACHMENTS OET BRG. WALL LU J BATH 2 a d Q N m N DETAIL cn w N VAULTED CLG W ow U' oa 00 gym~ 0 _ 2668 2008 � .., M I Y RO 1 I M o i l 5' 8" 3'-6° I M I I 0 7'-0" 10' CEILING -8 6' I I I o 0 0 CO `r W. I.C. I �r 2668 ' 2x6~WALL o \ 10' CLG. I ,.' bbo i VTR lit ------------------ ---- -- - --i R- W ------------------- , dct to O O 1R/1s" I m BEDROOM #3 0 M VAULTED CEILING o 0Im ri A ,-4„ 2'-8 13'-4" � 12'-8„ I OWNERccl)9 ' 3' 4" 9' 4" w 0 __ BATH3'-5" N Lr,3X4 w iv F,G. VAULTED CLG. UD N SHWR ' I r-1 F. 1 i 36" FLAT BAR 50 8 6 1 F_ 1 + '• TOP ON 341h" 00 ; 8' CLG. N ------------- ----- -- ------7---- I I I `. WALL o A/C io \ m N - - .` I 1R/1SH ANGE/ D/W - HOOD DBL SINK ; I I PROVIDE PLATFORM , N I N FOR HVAC UNITif z VERIFY SIZE WITH `t MFGR KITCHEN DINING ROOM (; O C: ¢ VAULTED CLG. > VAULTED CEILING U) LO �{ lr) 9' 3' r H- z 3,$.. 6, 7„ i 7,4„ 12' 10" S In N N © J m I nn - w 09 � 2668 z p o VERIFY REFRIG - , J 14 LOCATION i�1 I h I W/ BUILDER NOOK VAULTED CLG. I z ~ - - �; 31 =--;LAUN } _ J (p I r e _, 1 10' CLG `r1 N ooaLnihl 3 11 L J DEN/ DRYER VENT " STEP DN. ~ 2868 FOYER BEDROOM4 W'H THRU ROOF �HANSON 10' CEILING N VAULTED CEILING MAX LGT 35' 0" BOX -------------, @ 36" AFF LO ADD INVERTED PULL DN. STAIRS ; HIP w/ B ELEV. 221fz" x 54" S3 1?F39 NOTE: BUILDER TO PROVIDEOp APPLIANCE PROTECTION IF H1 A I T' REQUIRED BY MUNICIPALITY. 1 . SEE SHEET 4 FOR DETAILS30 O 1 U 3 CAR GARAGE &/TRANS. PER 8' CEILING TEGRESS ELEVA I bo N co I I S03 W 1 Q 30'-0" S 1 6'4" S'3 2' 10" 10'-6„ N �> ENTRY °D EGRESS d 1 10, CEILING " SEE ELEVATION FOR LINE OF GARAGE BOOR WINDOW SIZE & STYLE - - - _ _ T i LINE OF GARAGE DOOR 4 M3 I CD04 /-` ELEV. 1 I - - „B„&-D- -- - ---- ----------- ---- - 16" SQUARE _T 1 , ' I ' CD04 ' COLUMN TOP @ 91-01, '4" 2'-8" 9'-4" S12 S 3 CD21 HOSE S 2 1 I I S12 S-2 1 5.2 x o W BIBB I , O _ 8 x 7 OVERHEAD DOOR 16 x 7 OVERHEAD DOOR 2'-0" 8'-O" 2'-0" 16'-01, 1 2,-0" 6'-4" 13'-4" 20'-0" lo 49'-8" FLOOR PLAN SCALE: 1/4" =1%0" ALL ELEVATIONS © +26.5 / --28.8 O +26.5 / -34.4 ® +24.8 / -27.1 O +24.8 / -31.1 ® +24.3 / -27.5 +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL I GENERAL NOTES 1. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 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 -ceiling 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 bel ow on the exterior of the building, p the operable window shall comply with one of the following [3 listed methods]. R_~ 08.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass Ceiling for exterioren tries 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 perimeter. The OSB shall be attached w provided at p / 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 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 596 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2609 S.F. r, 0 N rxfla .-�i'tf7' •�,a�aln�°' cn d �- a (o N �T W o LO c a o rl c0 [`_ I- 00R E A 0 �v�d3 E c 0'5 2 pp JJ S 'g cs OD o ��_z W r_J 8� 5 a■� ■ W SNn (pNma.r§ w a S-o, a w U7 N - � Z O `o OI= w WtoW�o,�y U yw 10 �a19i L, a H C +�00 ,;r N SO Q T Ya L d QU MLL a Q _j D_' d 0 E6 W r � ❑ WM.FDSENG.COM Z O c0 g z o N N Z � � d Z N cull O LU W � t (�'j N U1t90.y " ClW V) c •• ♦ :. U -N E u, C,000 xs CO U (n o =` Q N O Uto DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E 1 ♦ I Job Information: ry 0 z O ILA o LO LO 0) � � M N (�0 ci O aj i ■ ■ M J 0 N ID _I W ::) M Ln o LL J 00 U) U) I ♦ I Model Name / Number: I : 1 1 ♦ I Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6350 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES (U. N.O.) CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION, 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE $" LAPPED MIN. 6" AND SEALED, REINF. GRADE OPTIONAL CURB FOR VARIES - - - ,— F.F_ - - — 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH SEE PLAN f. 0' 0" ; . , MASONRY @ELEV'7 /FIBERM IX ADDED TO THE CONCRETE. IN ACCORDANCE W/ W/ (1) - 45 BAR CONT. ' ' MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR — * NERA14 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. U Z p S » 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO N - 2 STORY: 20" X 20" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG, • • REINF. N W/ (3) - #5 CONT. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 16" (2) 45 SEE PLAN • 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR REBAR 16" (2) # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. BEARING 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE FM01 SINGLE STORY FTG 1/2" = 1'-0" FM02 SECTION @ GARAGE 1/2" = 1'-0" U.N.O.ON PLAN, 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. REINF. SEE PLAN 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. co 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE 8„ SECTIONS R403.1.4.1 THROUGH R403.1.4,2. (1) #5 REBAR CONT. 10 MASON TO COORI DATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION FM03 THICKENED EDGE 1/2' = 1'-0" = 1'-0" 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 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY DETERMINED BY ASTM -1557 (MODIFIED PROCTOR) REFERENCE FMASW FOR STEM WALL OPTION THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND GRAVITY F.O.M. EACH END, TYP. GAR. FIN. FLR. MARK SIZE DEPTH REINFORCING CAP. [fbs] 1'-0" X CONT. -0" 1'-0 2 #5 E.W. BOT. 2000 — F2,p 2'-0" X 21'"3 #5 E.W. BOT. 7200 ALIGN DRIVE W/ BOTTOM OF V F2.5 2'-s" x 2' 6" 1'-0" 3 #5 E.W. BOT. 11000 RECESS & PITCH DRIVE 2 STORY: 20" X 20" (3) - #5 CONT. 4" CONC. DRIVE W/ 1/2" EXPW/ F3.0 1 3'-0" X 3'-W 1'-W 4 #5 E.W. BOT. 15600 JOINTS 10" O.C. TYP. (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2'-1'-0" r3.5 3'-6"X3'•6" 1'-0" 4#5E.W.BOT. 21500 -1'-0n 2x BRG. WALL F4.0 4' 0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 2 STORY: 20" X 20" (SEE FLOOR PLAN MORE F4.5 4'-6" X 4'-6" 11-4" 5 #5 E.W. BOT. 34500 W/ (3) - #5 CONT. FOR INFORMATION) F5.0 5'-0" X 5'-0" 1'-0" 6 #5 E.W. BOT. c 42500 F6.0 6'-U" X 6'-0" 1'-4- 7 #5 E.W. BOT. 61500 I SEE PLAN —\ if •)k � • 8" 411 4" 16" 4" - 2-#5 REBAR[, FM11 I STEP DOWN BRG. 1/2" =1'-a" FM12 STEP DOWN NON BRG. 1/2" =1'-0" SEE PLAN OPTIONAL CURB SLOPED GROUT o SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" a TYP. SEC. ELEV. 0'-0" WITH CURB (1) 95 BAR CONT. (G.C. VERIFY) 00 F.F. REINF- Lo • _ _ - _ _ - • (SEE PLAN) 2 #5 CONT. INSTALL LINING w v 2 #5 BENT BARS W/ MATERIALS PER N MIN. 25" LAP SPLICE o FBC-R P2709.2 MUDDED FLR. 16 SLOPED TO DRAIN MIN. • • 2 #57CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2" = i'-0" FM18 TYP. STEP FTG. DETAIL 1/2" = 1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE FIND. FOR MIN. BAR LAP OF 25" ,QUANTITY 00 #5 X 25" X 25" o � CORNER BAR ONE N FOR EA. HORIZ. - - REBAR, TYP.U,N.O. N (2) #5 REBAR 16" 10 A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THOU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 1-1/2" = 1' 0" FM23 TYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'-4" 10" 1W 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. BAR- #4 TURN BAR @ STEM WALLS GREATER THAN 4'-O" (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. B FIN GRADE- 8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) l 3"MIN. COVER d FMASW I STEM WALL SCHEDULE 1/2"=1'-0 NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND WERT. 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 #g 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" y C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h * TALL (TYPICAL ALL CORNERS) O.C. 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NoTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NITS LEGEND 0 INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING 10' 0" 13' 10" 13' 0" 12' 10" 1' 8" 4' 0" 3' 6" e 4' 8" 70, 10 1' 4" 3' 10" 4' 0" 3' 8" FM19 3 TYP. @ % I y - - - - - - - 0 CORNERS --------------------------------- ' HOSE ' I BIBB F MO1 o 3 I 3 I o ' FM11 FM11 J I I I- I O U L.0 � O ' I ■ ' m ¢ Z F2.5 , I 1 ixF2.S 0 o _ I � 1 I I I d ' ' STEP DN. 4" 60 1 ; 00 I iN ' I ■ ' I O , FM11 3 -------- , TUB �I ■ ' .� W.C. ; UNIT I LAV. LAV �R% Illy II L � 6. ��_ j10 o IdD �. I 2' 8" 311, LAV `y II \Q ,'o G, o ■ I p 11' 8" ' _ o c-I I I I I v I i ` W.C. TUB S,$YLES VARIES I Q` I I VERIF4 DRAIN �, I p i` I I I II I LOC#1ON I ' 4 I ;3X4 F.G. I S H WR I \\ - - ' I ' ; Lo L ■2' 2" '. 12' 10" ------- 24' 8" I •\4 rr � ni I III , , I 1 � ; , SINK` I ' 4 I ' 12' 11" ; ' -PROVIDE o CHASE FOR HVAC UNIT VERIFY LOCATION 0 7, 0 1 3, 0„ I I 1 o � ; I ' FMO1 COMP. UNIT I I 90 _ _ r - _ � I ■ ' I III [ I 2 ' IQI LI— — — -' 9 II ILiNil M WASH I I I � •------------- --- ---------- o----'Tp- -----I--------------� I ■ ■ ci I v/ I GD ---- ----------------- ' STEP ON. 4" r W H. \� ' FM12 ' FM11 ' F2.5 ( 3 00 1 1 W I I ' m Jz Q _ ♦ - - - - - - - - - - - - - - - - - - - - ; I Lf I 1 FM02 G ; STEP DN. 51h" 3 I 1 6'4" ol � 1 �o I 1 o 00 I '- I (3I '-- U i Lu � J mZ i ` --------- -------------- I -------- zo - - - - - I - - — - — - — - — — - — - — -C._ -1 I p - ' Z I ■ ■ ■ =a O I V 13� I I ao I 3' 8" 7, 0" 2' 8" ' o d• ■ ' F2.5 M I I I --------------- ' I ' 1 I 4" co ' FM03 I m io i HOSE ; FM09 3 F2.5 ( ( N I F 3 9 ; zo BIBB ' ■ 0M 11111111111 - -- - --- a ---------------------- - ■ ■ ■ (2) #5 BARS W/IN EACH F.C. TYP. @ EA. 2' 0" 8101, 2' 0" 16' 0" SIDE OF OPENING 2' 0" 6' 4" 13' 4" lo 10, 0" 20' 0" 49' 8" FOUNDATION PLAN. SCALE: 1/4" =1'-O" ALL ELEVATIONS N 10 �" � � W I" eh 00 � gg• 15lio �a, *k *k %k L_ IJI- LJL QN��28o � a%m r - °2H LL w uj Y n: w iE Y V C r dW 0_s"o =IL N'C s�va Zuz, cl c Z Y 8 r IK '53 N C 109md) o I-_ 3: 0 p w ''"�'� Wap�.�c, J m sr LL o aT � U) C> H 0 WWW.FDSENG.00N Lo z F -o g Z N +0 z W J � z � N t coQJ — IJL 1 JIM 0 w � 1jL✓ = c m V �N L' 00 ) �5 00 N C) 4 J.Ile) LQAp Q N o two ;.... M oAMS HOMES ryFLORIDA CONTRACTORS LICENSE NO- CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: z � L.L IU5m O 00 � � oe-I Z. . . . . . ' ' J N QJLuZ) M a Model Name / Number: 1820 VI Plan Issue Date: Wednesday, June 23, 2021 VI KA PROJECT NUMBER: 21-6350 Sheet: 3 Of: FOUNDATION PLAN 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 = 1820 x 3 = 5460 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 & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 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" = 00 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 Im 2,$„ USE 2 RED HEADS TO ANCHOR WALL ASSUMED EDGE OF WALL 2x5 WALL (FLOOR TO CEILING) [FM24. I JALTE R NATIVE PROTECTION BARRIER N.T.S. 1 1/2" VTR TO SANITARY SEWER PLUMBING RISER. NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 'C HOSE BIBS G P DISCONNET COACH __--___-----------------COACH LIGHT COACH LIGHT LIGHT ' COACH LIGHT NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES ■ UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH CM SMOKE DETECTORCOMBO UNIT $3 THREE-WAY SWITCH %�� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE D Li 0 L1 0 TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE ko - - CEILING FAN 6 110 VOLT DUPLEX OUTLET tb 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' W DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET CO— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TVV T.V. CABLE OUTLET L� DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR ® L.E.D. DISC LIGHT PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND MATH ELECTRICAL CONTRACTOR 200 AMP SERVICE 7�[J MAIN DI 200 200 AMP 200 = 2/0 COPPER OR 4/0 ALUMN, IN 2" CONDUIT DISCONNECT UNDERGROUND I I U 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 # B 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, 7-1 CA O C4 C CV N C co N Q c ° Q 1-4 1- W 00 � s mrim Lo 00 � Uj w . .o CD 035Nr = W a- 4 �:oLL� W M V1 130"c r�d'Q d W C ■,- L7 Z i w.c o" o-r- m ° W 06■ w� I��m�m IUN��- M ° J EnZ m �+ 'o Nt yU ¢ Q Q it O@ae CI o 22Se� � 5'a T'w F- WWW.FDSENG.COM C9 z 0 — O z o 0 N z NQ J � J 04 N (9 cm J c') w c "'Al- © w uc�a = cm F JM w c O N sitj: a> �` _ N c00Y �Q Q N O t'D � FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E IVI Job Information: O 1-0 W O a 00 N e-i O i °- _ I—�Um -^) a OMJ�'/^j W VJ (n um7 tOi ♦ Model Name / Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 ♦ KA PROJECT NUMBER: 21-6350 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION BEARING @ ENTRY - TOP OF BLOCK— ib FIN_ FLR. I - TOP F BLOCK 0 BO r FIN 12 11 SMOOTH DECORATIVE BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 12 61 48" OFF RIDGE VENT W'DOW HEAD HGT DBL 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "B" SCALE: 1/4" = V-O" 48" OFF RIDGE VENT 48" OFF RIDGE VENT TOP OF BLOCK 0 i� FIN. FLR. _, 48" OFF RIDGE VENT 12 \ 16 Formula= SF 0 * 144 = nertsc inches ofyentingneededecivall 4.12 forintakeand net sq in / sf Soffit product provides Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in _/ sf Overhangdistance 1.33 ft S.F. of Area to be vented (SF) 2609 s.f. Total needed for exhaust for upper 1/3 626 net sq inches Total needed for intake (soffit area, lower) 626 net sq inches Number of Off Ridge Vents for upper 1/3 needed - 5 L.F, of Ridge Vent needed (can be used in combo with ORV) 35 Lineal Feet of Soffit needed to meet required 114 Lineal Feet of Soffit provided by plan 209 TOP OF BLOCK I U Ur ULUUr\ ' oEEI i 0 FIN. FLR. W'DOW HEAD HGT ❑ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 33/2 SH - ` 25 SH — - — - — - — DBL 25 SH SMOOTH DECORATIVE 2'-0" SEE FRONT ir RAISED BANDS RETURNS ELEV. FOR SIZE & STYLE _ _ -FIN. FL FLR. 00 _ _ - _ - - W'DOW HEAD HGT 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 77771 25 SH (2) 3050 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" OF BLOCK 0 in _ _ _FIN. FLRF— EMININ71M INI IN 8' X 7' 16 PANEL OVERHEAD DOOR LEFT ELEVATION "B" SCALE: 1/4" =1'-O" 12 61 NNININININIFENINI H MINIFE-11FE-11MININIFE-111 F I IFESIMIN EM mili 16' X 7' 32 PANEL OVERHEAD DOOR R.I :xhaust ,I r �r ' r{:01 AN m c .o v 1 N N i gcaw -I N v W Ain C0 r- 00 c3c'd` E c W50 Q�k C Ol J LJL LL_ lL W $§��Nn N �� o w a m W �Nm� it g a LL W C ,E W }� 6,8 /�q J O\O 1;9 — LL 'ti LL LJ Z. tY �G Z.0 6Q Z O @WL O d yQ. a5. pt U• In z� � '�i F_ �j. � o pq �+ r a ^ IL( W .g ��.-+V J m c iG..N _ CU J 0 NON z U �� c r°-.. Pw v WWW,FDSENG.COM ❑ El El Z O z Qo 0 z 4) N Q � J I W r� Z r' v) m ) + LL w � � � m —' 0 R w via _v) C t�S CM _j � U N as OR 00 ct s < N O OA jt DAMS HOMES FLORIDA CONTRACTORS LICENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IV I Job Information: O BRG. @ ENTRY =TRRAISED ITOP OF BLOCK > z• 00 • ■ ■ ■ ■ 0 p a� D LU L0 m a HGT O W'DOW HEAD O J Li :D Lo o - J W VJ vJ Ii 60 ♦ I Model Name / Number: Zo DBL 25 SH FI N. FLR. 3068 DOOR W/ (2) 1068" LITE TEXTURED DECORATIVt_—U L— 4"/8"/4" RAISED S.L. AND 16" H TRAN. ABV. CEMENTITIOUS COATING BANDS DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "B" SCALE: 1/4" =1'-O" M 1J ♦ I Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6350 Sheet: 5 Of: ELEVATIONS SEE DET. TBO3 FOR WIND < 155/C M G.C. TO PRI BLOCKING' W/ APA RD FOR SPAN I SHEATHING SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 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 )PEEDS 'H )VIDE '0 COMPLY :OMENDATIONS IATING OF IDGE DETAIL a W EQ. O `r o `t O `r O LWLI O LU C1 O d- O O EQ. _ "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING 2 X 2 BOTTOM 4 MIN. SEE CHORD DETAIL TB04` - - O Orl d O X W BOTTOM CHORD GABLE END BRACING @--/ ZOP CHORD 2X4 42 SYP , 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4;12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 1A le HIP -37.0) -51.06 I -51.06 -51.06 10 GABLE -37.00 -37.00 -58.99 -58.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING! SHINGLE:1232" EXP. 1 (4220) TILE: la3i' EXP. 1 (4-Q2o) N T ' IdE. 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3'8' x 0.113") NAILS ®r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN a•32", SHEATHING SHALL BE FASTENED a a @ ,a,, WITH ASTM F1667 RSRS-03 1Od (2'YV x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS ' j 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 [4:121-[ 20 T @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 121 W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAYBE 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 lq" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN O NAIL AT BASE 2 ROWS @ 4" O.C. w/8d COMMON NAIL. © NAILAT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. O NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O,C, WI 8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. W/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER I F GABLE END. 15/32" OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING I I I I I AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET GO7 FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MINA 31" X 2 1/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y' (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSURE 1 SHEATHING -- II ---------- ------------------- ---------------- ii li II II I F I I I I 11 I I I I SOLID 2x BLOCKING H- I I H I I I I I III @ ALL SHEATHING w w III III I I I I I III II I II I EDGES = -I Ln III III i II I III II� III 11VD!I'l (SEE SECTION X-X) O F- to Oz III OPENING III II II I I III IL_ --- --- III I --- --- I Z III III III x III I II 1 II II ILI LL C t iL - y I I ill Iil I I II III II I El I III III -Tr----rr-� I I I I III I I 1 II I III I If II I 2. STUDS BEYOND. W Ili ! I I II I III II II II SEE PLAN 2: III I I I ll I III II II II I yQ III III I I I II I I I I II I II I II II II I II I II II I 1 n H III I I I it I II I II II II I � 2 III III III I I I fl I I I I II I I I I II 1 III II II II I Iil II II II I III II II II I O- 2x4 P.T. BASE PLATE BEYOND SEE A PLAN VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3I8" „S" _ NJ SPACIN 3A g 1/2" o SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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 W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES - 1820 ELEV B 3CF TRUSS ID ' BEARING TRUSSACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING A10, D023, C1-05, C1V-CSV, E7, E7V, L/R -307#orless HETA16/PER TRUSS MFR 1810# (9)10dx 1-1/2" E7VP, H7, H7V C1 P, E3, H3 L/ R '-.246 #or less H10A/ PER. TRUSS MFR 3040# (18)10d x 1-1/2" A01 -.A06, A09 L/ R -804 # or less HETA16 / HETA16 1810# / 1830# (9)10d x 1-1/2" (9)10d x 1-1/2" K23 L/R 2096 #orless (2)HETA16/(2)HETA16 2365#/2365# (12)16d '(12) 16d K20, K21 L/ R =942 # or less. HETA16 / HETA16 1810# / 1810# (9) 30d x 1-1/2" - (9) 10d x 1-1/2' 802B L/R -694#or less PER TRUSS MFR /H10A 1040# 118)10dx 1.1/2" A11B L/M/R -932#or less: HETA16 / H10A/ PER TRUSS MFR 1810#/1040# (9)10d x. 1-1/2 (18)10d x 1-1/2 A126 L/ M / R - 932 # or less (2)HETA16 / H10A/ PER TRUSS.: 1920# / 1040# (10)10dx 1-1/2". MFR: (18).10d x 1.1/2" (9) 30d x.1 1/2" B03B-8058 C/M/R -655#or less PER TRUSS MFR/HETA16/H10A - `1810#/ 1810#/ (9)10d x. 1-1/2" 1040# (9) 10d x 1 1/2" A07 L/M/M/R -715#or less HETA16 / (2)MTS12 / (2)MTS12 / 1810#/1980#/ (28)10dx 1-1/2 HETA.16 1980#/ 1810# (28), 10d x 1-1/2' . (9) 10d x.1-1/2' (10) 10d x 1-1/2'. -ADS L / M./ M / R •1859 # or less (2)HETA16 / (2)HT520 / (2)HTS20 1920#/ 2620#/ (48) 10d x 1-1/2' /(2)HETA16 2620#/1920# (48)10d x1-1/2" (10) 10d x 1-1/2 C1B-05B L/R ..-307#or less PER TRUSS MFR/PER TRUSS. MFR TRUSS MANUFACTURER:_ PROBUI LD DATE OF LAYOUT DATE OF TRUSS CUT SHEETS: 10/22/2020 L =LEFT, R = RIGHT & M = MI DDLE BEAR] NGS. - BEARING LOCATI DNS ARE. REFERENCED TO TRUSS MANUFACTURER'S TRUSS:DRAWI NGS. ALL CONNECTORS ARE SI MPSON PRO DUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR 87ASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETA16w/(9)10dx 11/2''OR 181" HTAIBw/(10110dx 1112"OR MASONRY HETA20 w/ (9) I Od x 1 1/2" HTA20 w/ (10)10d x l 12" 1585 1870 O FRAME ToRAME H2.5Aw/(10)8d NAILS 535 555 RT7Aw/(10)8d NAILS 515 585 © FRAME TO H10Awl(18)10dx 11/2' 1015 1048 RT16AW(17)10d x 112" 895 1020 FRAME H10A-2w1(18)10dx11/2"AT 2 PLY TRUSSES 930 10&1 RT 16.2 wl(I 6)1 Odx 11/7AT 2 PLY TRUSSES 035 1060 D O FRAME TO M7S12 w/(14)10dx 112" (AT EXTERIOR 860 990 MTW12 w/(14)1 Dd x 1 V2" (AT EXTERIOR FRAME LOCATION INCLUDE (3) 12d TOENAILS) LOCATION INCLUDE (3) 12d TOENAILS) 1005 119E OFRAME TO MGT w/(22)1 Od NAJLS AND 5/8" A.T.R. w/ 12" 3330 3965 MLJGT15 W(28)1 Od NAILS AND 5/8" A.T.R. d MASONRY EMBEDMENT w/ SIMPSON "SET" EPDXY 12" EMBEDMENT w/ SIMPSON'SE I" EPDXY 3330 4495 FRAME TO HTS20 w/(24)10d x 112"(AT EXTERIOR .112E HTW20 w/(24)I Od x 11/2"(AT EXTERIOR O FRAME LOCATION INC[ UOP(3)12d TOFNAILS 1310 LOCATION INCLUDE(3)12d TOENAILS 1285 t530 FRAME TO (2) HTS20 w/(48)1 Od x 1 1/2" (AT EXTERIOR 2250 2620 �) HT W20 w/(48)10d x 1 12" (AT EXTERIOR FRAME LOCATION INCLUDE (5)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) 2570 3060 FRAME TO HGT-2w/(16)10d NAILS AND (2) 5/8' A.T.R. HUGT2w/(16)10d NAILS AND (2) 518"A.T.R. © MASONRY w/ 12" EVBEDMENT.1 SIMPSON "SET" 10'90 w/ 12" EMBEDMENT w/ SIMPSON "SET" 7020 9790 EPDXY (HUT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAME TO FGTR w/(18)1/4"x3"SDS WOOD SCREWS 3400 472E RFUS w/ (12) WS3 WOOD SCREWS AND MASONRY AND (2) 112' x5" TITEN HD ANCHOR BOLTS (4)3/4'x6' WEDGE -BOLT 7100 (1) LG72 w/ (16) 16d SINKERS Ji FRAME TO & 17) 1/<" x 2-1/4" TITEN 2 1750 2030 MASONRY SEE NOTE #' BELOW J2 FRAME TO MASONRY/ (2) LGT2 w/ (a2 1 Bd SINKERS & (14) 1/4"x21M" TITEN (PCR 3500-M 406U-M (2) LUG72 w/ (32) 16d SINKERS 3 (10) 3100-M 3100-M FRAME OR (28)'.6d SINKERS FOR fRAME(EA) FRAM 3240-F 3770-F 19"x3"WEDGE-BOL 1(2 PLY TRUSS) OR(32) 16d SINKERS FOR FRAME(EA) 3800-F 4520-F J3 FRAME TO MASONRY / (2) LG73 W (24) 1/4' x W SDS SCREWS & (8) 3.8" x V TITEN PLY TRJSS) 4730-M 6570-M (2) LUG73 W (241 1/4' x 21'2' WS25 6480-M 7050-M FRAME (2 OR (52) `Od SINKERS FOR FRAME (EA) 5010-F 6960-F SCREWS & (4) 3/8" x 5" WB (2 PLY TRUSS) OR (501 16d SINKERS PO FRAME (EA) 6480-F 771O.F O BEAM TO H 04 10 OPT HU0410 w' ('. 9)16d & (10) 1 Od G#28S0 HD410 OPT HD4101F w/ (20)16d & (10) 1Od G#308C BEAM NAILS U#1895 NAILS W1950 OBEAM TO HU410 OPT HUC410 w/(18)TITEN GA4500 HD410 OPT HD4101F w(20) 1/4"x3" G#335E MASONRY 1/4" x2 3/4" & (10)10d NAILS U#1800 WEDGE -BOLT & (10)10d NAILS U#860 L'2 BEAM TO MASONRY / HU46UPTHUC46w/(6)'0d NAILS & (11)114' x 2 3/4' TITEN (TO MAS.) G#1540 U#980 G03000 U#1135 HD46 OPT HU46 w/(6)10d NAILS & (12) 1W x 2 3/4' TAPCONS (TO MAS.) G#1625 U#1030 G02010 U#850 FRAME I OR (12) 16d & (6) 1 Od (FOR FRAME) SYP-F SYP-M 1 OR (121 16d $ (6) 1 Od (FOR FRAME) SYP-F SYP-M M FRAME TO (2)1-IEFAT 6 OPT (2) HEIA20 1-PLYw/(10)10dx11/2"OR 1920 1920 (2) I-ITA160PT(2) HTA20 1870 MASONRY 2365 23Gti 1-PLYw/(10)1OdxI 1/2"OR 2430 2-PLY W (12)16d 2-PLY wi (12)16d HT$Nl6w/(8)10d NAO.SAND (4)1/4-W 1i 4" 955 1110 H7WM16w/(8)1Dd NAII SAND(4)1/4"x13/4" 1145 1225 OFRAME TO TAPL'ONS OR WEDGE -BOLT MASONRY HTSM20 w/(10)1od NAILS AND 1/4N2-/4" 955 1110 OR (4) TAPCONS HTWM20w/(10)IOd NAILS AND (4)'/4"x1 3/4" WEDGE -BOLT 1145 1225 OFRAME P TO H10S w/ (8) 8d.1 12' NAILS AND (2) 3/8'x4" MASONRY TITAN HD 780 91D ©FRAME TO DTT2Z w/ (8)1/4"x1 1/2" SDS WOOD SCREWSAND(!),l,TA A.T.R. EPDXIED 183E OTB-TZ w/(8)1/4"xl 1/2" WS15 WOOD SCREWS AND(1)12" O A.T.R. MASONRY w/ "SET' 214E EPDXIED./ 1510 1835 SIMPSON SFE NOTF *4) SIMPSON "SFT" SFF NOTE#4 0 FRAME TO FITT5 w/ (2(l) 16d x2 12" NAILS AND (1) 5/8" B AT R. EPDXIED w' SIMPSON'SET' 4375 HTT45 w/ (28)18d x2 1/2" NAILS AND (1) 5/8"E A.T.R. EPDXIED SIMPSON "SET' MASONRY (SEE N07F #4 BELOW) 5090 w/ (SFF NOTF#4 BELOW) - 5005 0 FRAME TO HTT4 w/ (18)16d X2 12" NAILS AND 11) 5/8" 0 AT.R. EPDXIED wi SIMPSON "SET' 3640 4235 HTT45 wl (18)16d x2 1/2" NAILS AND (1) 518"0 A.TR. EPDXIED SIMPSON "SCT' MASONRY (SFF NOTE #4 BELO W) w/ (SFF_ NOTE #4 BELOW) - 4160 0 FRAME to FRAME H108 w/(24)10d x11/2'NAILS 785 910 LUG71 w/(23)8d x11U2'NA11_8 B75 1046 O FRAME TO HM9KT w/ (4)1/4'- 12" SDS WOOD 760 760 AI R71eM wi (9) 10d x 1 1/2" NLS & MASONRY SCREWS & (5)1/4"x2114" TAPCONS (4) IA', x 1 3A,, TAPCONS 139E 1395 OFRAME TO VGT w/ (18) 1/4"x3" SDS WOOD SCREWS & (1) 6/88 A.T.R. EPDXIED wl SIMPSON"SET" 3555 4940 MASONRY w/ 12" VIN. EMBEDMENT OFRAME TO (2) VGT w/ (32)1/4`xT SDS WOOD SCREWS &(2)5i8"O A. T.R. EPDXIED w/ SIMPSON 5170 718E MASONRY "SET'w/ 12" MIN. EMBEDMENT OFRAM[ TD VGT W (16)1/4'x3" SDS WOOD SCREWS & HDU4-SDS2.5W$& 1)5/8" Q"SOS WOOD 328E 456E V UGT15 w/ (22)10d NAILS & HTT45 wl (18) 4160 FRAME SCREWS $ (1) 5/8"BA.T.R. 10d NAILS &(1)5"8"3A.T.R. ' OFRAME Y TO (2) FITT5 w/ (52) 16d"x212" NAILS & 4375 5090 (2) HT745 W (52) 16d"x2 1iX NAILS FRAME (1) 5/8"6 A.I.R. (SEE NOTE #4) & (1) 5/8" a A. LR (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 CONNEC IIONS• SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FUL_ HEIGHT SYP #1 2"0"TO TRUSS VERTICAL WEB W/ (2) ROWS OF 10c NAILS @ 3' O.C. STAGGERED 5. 12" MIN. A.T.R. EMBEDMENT@ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORDw/4'-0"2xSYP #2(MATCH CHORD LUMBER SIZE) wi(2) ROWS 10d LD WFROM END WO.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. 0 MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOH ALL HOOF /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 FBIVS3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(CORNER JACK)TO MASONRY WALLSICF WALLS4-INTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32" O.0 MAX. w/ (2) AT EACH CORNER. G.C. LOVER FY LOCATION DOES NOT CONFLICT w/IJI (IFAPPLICABLE) LAYOUT 5. CONNECTALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS w; (2) 12d TONAILS OMINIMAL CONNECTOR UNOONFHAVING PLAN 1. CONNFCTI ON FOR JACK TRUSS TO WOOD WAI.I. OR BEAM 0 MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES I. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH,) SHEATHING - SEE [RSH1 SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME 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 USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST o J-METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL -ALUM FASCIA SECTION �_A 2x2 #2 P•T. MIN. FASTENED 2x BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD OF EVERY OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP, (**) (***) BLOCKING W/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE, 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED AT 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148"x31/4" AT 16"O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE REFER TO THE PRODUCT APPROVAL FOR INSTALLAION D,''tTAILS *) ALUMINUM SOFFITS > VA" BLOCKING REQUIRED. (***) VINYL SOFFITS > 1'-0" SHALL HAVE FOR SOFFITS < 1'4' MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 3" TYPICAL SOFFIT SUPPORT DETAIL 3/4" = 1'-o" s• Y. r .�� CA CA N N c 1 (�6 " Z3 a N co CD L00 .c w ."i 00 1- c c 'ill W r- 00 -It Ln 00 1- 0 0 C) L{) 8B O w Z LL.] t- c LL CL Uj Y O� .0w ryrhv� j\'Q a W V� � SAB T - LQ Z13 Y Y� 3 c 0 I- 3 c-28� It o.-1.4 a C m N 0 om ill � 10 0) ip d" O _1W £__ a o02-1 m J .� a W«�in T _� L v d Q EL IL�- (n n Y . 4, Wv rn o WWW.FDSLNG.COM ❑ ❑ ❑ z QQ� z 04 O z N <Owl d z m D4-1 LLJ LL 0 veal wLn � i `t t JM W CJ U00 a3 ! 4) = p� 0 c 00 o - Q < N Oto A\DAMS HOMES I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O Z c LO � WO ONO TH 0.0 U I•-- U 0 o M Ln o LL .J W V J V I Model Name / Number: 1820 ♦ I Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6350 Sheet: 6 Of: LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT. MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — ��t6 Jfrt a mill: I - 1111 NON-SHEARWALL SEGMENT TYPICAL SHEARWAILL SEGMENT t11111111111111111111111 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 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. I TYP, TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(5) -10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U, 2"x 42 SYP/SPF P.T. W/ (3) 1/2" X 8" "Y' BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 27 HILTI T1X-DNI NAILS #5 REINF. BAR 1, 11 r_ nTn� LJ lIlll! SCALE: 1"=1 '-O" * GRADE 40 U.N,O. 2x BASE PLATE SEE PLAN FOR MORE INFO 20" MIN. LAP #3 OR #4 REINFORCING BAR #A & #4 LAP SPLICE 25" MIN. LAP #5 REINFORCING BAR #5 AP P I .F 36" MIN. LAP ®�-#6 REINFORCING BAR it6 AAP Spll . N.T.S. I MSO5 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 23/4" 12" O.C. 1 2 x 6 1/4" X 24/4" 12" O.C. 2 2 x 8 1/4" X 23/4" 1 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, PRECAST N ::LINTEL w ' a (2) 2X P.T. 7 ; BUCKS W/ 1/2" O.S.B. BETWEEN I I 1 I I I 1 f FASTEN PT 2X NAILER TO MASONRY I I I I I IF DOUBLE 2X NAILER IS USED, USE 1/4-X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2X BUCK DETAIL I N.T.S. I LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 B 3CF Base - 8'-0" Plate STANDARD LINTELS LINTEL MARK LENGTH 'SAFE GRAVITY LOAD (# PLF) :APPLIED ' GRAVITY LOAD (# PLF) SAFE. UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 172 405 92 8F16 - 1B / 1T (min.) 2 71-6i1 2661 17.1 1624 89 8Fi6 - 1B / 1'T 3 41-611 6113 133 2707 81 8F16 - 1B / 1T 4 141-011 1002 168 560 154 8F16 - 113 / 1T 5 21-10111 5163 770 3524 399 8F16 - OB / 1T 6 71-611 2661 770 1624 399 8F16 - 16 / 1T 7 4'-611 6113 770 2707 399 8F16 - 1B / 1T 8 91-411 1843 599 1136 369 8F16 - 1B / 1T (rni n.) U-1 .6 RWAR AT TOF MIN, (1)MiQ' 1-V3' c— F .• , GROUT '4t, '$ REBAR AT BOTT07T 0 Ox LINTEL CAv IY PATron R ORCINO T-WO"ACTUAL FROVVID IN LINTEL (VARMS) ■" NOMINAL WIDTH TYPE DESIGNATION r . - _© uNTN .R.T , u - uNFILL£-D GUAN'IT, 1 •8 R:pAR AT BOTTOM D LWTFL O.4vITY SF16-iB/IT NOMINAL WIDT. J jI L a..'" tT , , NOMINAL HE GH- R_e AR AT TOF MATERIALS I. f'c precast. lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3, f'c grout = 30DO psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 5. Reber provided In precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A615 GR40 or GRGD. Prestressing strand per ASTM A416 grade 270 low ralaxetion. 7, 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed ;pints. 2. Shore filled lintels as required. 3. Installadmust Comply of lintel mcomply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate venoel cell reinforcing and grouting, 5. All lintels meet or exceed L/360 vertical deflection, except lintels 11"A" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. T. 7/32' diameter wire stirups are welded to the bottom steel for mechanical anchorage. S. Cast-Tn-place concrete may be provided in composite lintel in lieu of concrete masonry units, 9. Safe load ratings based on rational. design analysis per ACI 318 and ACI 530 10.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. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" hearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. - Not Rated. S. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based an grade 40 or grade 60 field rebar. 5. Additional lateral load capaelLy can be obtained by the designer by providing addionel reinforced masonry above the precast lintel, 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d•away from the face of support. 8• For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. PRECAST "U" LINTEL W/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n n n u 0" /—STD- 90 HOOK ANCHORS liF 11 11 nu ¢ w III J W 2 N O STD. 90 DEGREE— `) REBAR ON BOTH SIDES ANGLE 3000 P.S.I. OF OPENING U, N,O. CONC. W/1 05 DIA. .Ia REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID u W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 6'-G" - AND LARGE A"x8"x16" CMU U.N.O. oils k w— F- I —771 SEE FOUNDATION PLAN SEE FOUNDATION FOFq LOCATIONS PLAN TYP. BOND BEAM 5" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR NDICATES FILLED CELL FROM FIG. TO 3EAM WITH 1 #5 3AR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) �mZ3o_ _ d (0 N C <0 O LO c c w a 00 m p ti -o .5 o arS F 4 O rl *Jk 00 CO h- U . �,) S N LL Li U- N 0i Ny m p ���0o CL 0�3 u y w fry r o 0_ W �j X �0 M M p m ta' G_ ® J 3 yy ` A seW N c oo m ,� cn d`0 Q = U I--- E'N c WWW.FDSENG.COM 0 *7 - ® O Z 0 0 N N N Q -- I U) -- to �7 r m �� In V Y LU UC�O; ~ J LU t O0,.6� oak Q N. O ! filla1 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ® I Job Information: C O rl LO � t1) M 00 CN Ile W 0 a 0_JLLJ:D o J 12D U) U7 Ln LL I I Model Name / Number: I - • i. ®I Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-63J0 Sheet: Of: ®et jm ALL ELEVATIONS MS01 BLOCK WALL. REINFORCEMENT 1--] N.T.S: 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) Y2'x5l' SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER r "�, TRACK TO JAMB. II II (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" II "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL I' I, II = VERTICAL MIN. 5 PER JAMB. o ' i I, SECTIONAL O OVERHEAD a � DOOR CONT. P.T. #2 . ' I .. :., WOOD SYP 2" X 61' o a TRIM o ; .. ? •, a°� • `�. '�' ',III .•, .•, "Uj •• �xa, i 2"x6" P.T. WOOD JAMB rl, •III • „o � DOOR AND CONNECTION PERNNI � GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR F p r TRACK MOUNTING DETAIL o NOTE: DETAIL CD22 / S-2 MAY BE SU13SITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. m .gym jc_ CO O y C o m M � 0 Lo W N "'� r y ei 00 f� °o.v v ,j (Q h 00 a ; uo 00 i— a.3itE *k *k * cv si J J J C ;e *s*s U_ Id- U. N m ^m N ai�iti,,...` 3 ti n d BLOWN -IN R-30 INSULATION PER FBC w o LL m ° n re £ O �' AND ENERGY FORM SUBMITTED WITH 5 � � N ° 3 � 1 PERMIT APPLICATION PROVIDE BAFFLES ' = g .88 � _ � "_ f $ ° m 00 J BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) 5 _j w " a ILI00 ; ;�_ m m FBC AND ENERGY FORM SUBMITTED 12 1 FIBERGLASS SHINGLES OR Q ¢ 8 @ a „ � w In w T y C ,� ,��, m , eL , U 12 WITH PERMIT APPLICATION SEE PLAN ROOF (PER ILAYMENT o J ct Ln o _ PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERTILE �� Z a H Q U SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA ❑ ❑ ❑ —FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- TRUSSES @ 24" O.C. m WWW.FDSEr*G.COM z TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT [RSH] - ON FRAMING SHT. FOR ; SHTG & FASTENERS. I ' PER FBCR 905.1.1 OVER APA — o 0 PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- [RSH] - ON FRAMING SHT. FOR TRUSS ANCHOR (SEE PLAN) ' SEE PLAN FOR `''' �y 'o Q TRUSSES @ 24" O.C. SHT'G & FASTENERS. _ - - BRG. HT. j •+ TRUSS ANCHOR (SEE PLAN) ON OUTSIDE DRYWALL FELT PAPER OR . ° ' ETAL DRIP EDGE TRUSS PLATE P_ U z TO BE INSTALLED �/ 4 FACE ' t ' _ ._."` _ f _- _ t ''._-"% _ _ — _ — . — _ — _ — _ JM/ 3/4" P.T. NAILER ;: 2x SUBFASCIA `•� SEE ARCH. (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR �I"� U' _ SOFFIT. 1/2" DRYWALL 4x4 w/ 2x4 POST UNDER EA o PLANS -(METAL DRIP EDGE 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. t�t 1/2" DRYWALL 2X SUBFASCIA CURTAIN NAILER I 8 x 8 x 16 K.O. 1 x 4 P.T. @ WINDOWS r�i� LINTEL BLOCK 1 8 P.T. S.G.D. KEEP IN 3/4' FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND WITH FINISH O.C. + w CONNECT ALL 2x STUD x @ O.H. W/ (1) #5 DIA. REBAR & LATH TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. PLANS SEE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL N (TYP.) ALL SIDES / �, _ OO 1j oo °� N RS FOR NON LOAD (TYP.) FRAME FOR R 0 m w 20 � � \ s 00 1/2" DRYWALL 0-H SEE PLAN FOR HEADER SIZE SEE SCHEDULE u u a a v a BEARING SIDES NAILED �/d. o o, v v.. � = o „ v� as w/ 16d NAILS C> 8 O.C. yr U o a, a� N o 00 gym` OPTION: 15/32" OSB EXPOSURE 1 ON 1/2" x 8" J-BOLTS � MAXIMUM OF (3) - 2X PLATES MAY BE O.H. EXT, WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. � (IYP.)4 COURSE HIGH A.F.F. .. DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEETBI3 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS i CMU BASE FILLED w/ CONIC PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" �i (TYP) w/ (4) VERTICAL RENF w/ NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT, ON FILL CELL -(1) #5 DIA HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC133Oi46 �, ALL BEDROOM WINDOWS. h REBAR W/ 3000 PSI PLAN Al -Al OF COLUMN 3000 GULFBREEZE PARKWAY CONC. ALL LOCATIONS N SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN &FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN H LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS, IF NO , I SIMPSON LSTA30 ° SEE FLOOR PLAN PORT ST. LUCI E OPENINGS ARE INDICATED, FULL w w/11-10d TO BEAM a FOR BEAM SPEC. Job Information: STUDS ARE REQUIRED). v & TO FRAME BELOW NOTE; 44 MAX. SILL HGT. ONi"ma 4 ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW fi W/ SCREEN WINDOW STOOL , CEMENTITIOUS DECORATIVE PER SPECS h PRECAST CONIC SILL FINISH 7/8" THICK PEP, ASTM h C-926-98A I e I PAPER BACKED FOIL R-4.1 ° O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM EXTERIOR FINISH - 1/2" DRYWALL ON SHEEP 6 SUBMITTED WITH PERMIT , � (SEE ELEVATIONS) FOR NAILING INFORMATION FOR APPLICATION o Lo R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTC. DOWEL #5 DIA, REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" ABOVE N fA M AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN EXTEND (ACI 530) BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 BUILT-UP CORNER MIN � WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE Al i Al (3) 2x4 w/10-10d TO COLUMN N MIN, 6 FROM END -SEE WS07 w00D BASE �� ON FOUNDATION PLAN OR 4x4 POST w 2x4 UNDER POST ° I / .. J � � U � o a FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR ° ° EACH END OF BEAM I I d SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION _ TOP OF SLAB ,. NOTE: ° ,,` 2 X 4 P.T. PLATE" r ,' J o W m O u_ STRAPSBOTTOM E 00 ao i!{ y t,� STALL DONINSIDE I-' L Model Name /Number; .t -_ GRADE } t' F x , GRADE -- COLUMN. DO NOT BEND o STRAPS UNDER PLATE, a e �' -- Q 1 20 Y PLACE STRAPS IN FILL , .- a ° a ° , , ' CLEAN w N o o I SEE PLAN FOR - I r CELLS w/#5 REBAR >; :.; ; �� (TYP.)4 COURSE HIGH CMU BASE I Plan Issue Date: COMPACTED € FILL m RE -BAR QUANTITIES > r a • ° ,�• ° , I� _ ; , FILLED w/ CONC SEE PLAN FOR E .'�� SIZE. TOP OF COLUMN BASE Wednesday, June 23, 2021 SEE FOUNDATION PLAN 16" SEE PLAN SEE FOUNDATION . °.' ' ��°' 2'-0" AFF • - KA PROJECT NUMBER: FOR FTG REQUIREMENT'§ PLAN 21-6350 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: I TYPICAL WALL SECTION - 8" CMU 3/4"=l'0" DETAIL - UNLESS NOTED OTHERWISE S=2 WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=170WWS01 CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS ry M I m - : m 1" 1�fz" lift u � 4 (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L 3") OR EQUAL (ODNI 0.1602EALH91/2") OR EQUAL (DDE FACE) =EINTO O 162".L= 3-1/2") OR EQUAL 1)DE FACE) �AD AGENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NALS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 16.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN 1 1/2" CONTACT FOR FOR FURTHER INSTRUCTIONS OVE • FILL 1ST. 4 COURSES SOLID W/ GROUT. (NO REINFORCEMENT REQUIRED) F.F. FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS C) 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED ncF CIT1F INITl1 CNAI I AT JACK TO HEADER, NO BASE EDGE VIEW 7/16" O.S.B. EA. SIDE 2X BLK'G. ro O.S.B. VV/ 2 - 8d EA. END CONNECTOR REQUIRED INSULATION AT EXTERIOR * (3) 16d SEE PLAN SP4 ATCOMMON WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION FOR WLL . 24" O.0 NAILS(TYP)� HGT. CMU, k��� //� ■ ■ ■ t 'I/ / //// ////G.J. ♦ 1 . / / .'♦�� © • • . • • ••iki 1 11 I ►/ ! - WINDOW OR DOOR OPWG ,-CMU PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH w/ (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) 2x4 STUDS" UV PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED TOP PLATE TRANSITION PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 2 ROWS 12d @ 3" O.C. OUBLE 2x4 TOP PLATE 2x8 STUDS-, PER PLAN (SIM. w/ 2x6 STUDS) LE 12d -TOP SPLICE 2 ROWS 12d @ 3" O.C. MAN OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL 3/4" = 1'-0' * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS KINGS SIZE EA END EA END EA END LESS THAN 4' (1) (2) L(EN (2) >4'BUT <9' (2) (3) (2) 10'-0" - 16' 3 4 4 2X CRIPPLES @ 16" W/ SIMPSON SP2 T1 TOP AND BOTTOM * WHEN STUD LEN IS LESS THAN 12" LSTA30 STRAPS A - STUD WRAPPED 0 TOP PLATE & NAIL TO HEADER EACH FILL ALL HOLES IN STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x CRIPPLE STL TYPICAL (U.I is * HOLD DOWN 1 NOT REQUIRE WALLS WITH( HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" C/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER )OUBLE 2 x #2 ;.Y.P. HEADER W/ 1/2" FLITCH PLATE 1EADER. (U.N.O.) :ILLING AND BLOCKING AS 1EQUIRED FASTENED TO -LEADER W/(2) ROWS DF 12d @ 16" O/C UNLESS VOTED OTHERWISE >_ x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE STRUCTURAL SHEATHING I CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ' ATTACHED PER NAILING SCHEDULE TB13 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE:SIMPSON INSULATION AT EXTERIOR SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS ; AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. ; STUD TO BOT PLATE: , SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 KNEEWALL @ ENTRY FRONT WALL 3/4"-1'-0 WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL N d y � O W a= o„ W c a SIMPSON HUC410 OR (2) ram° 9 O a(gc�w TO BUILT-UP COLUMN E SUPPORT COLUMN BUILT-UP MIN, q m ai (3) 2x4's OR 4x4 W/ (2)-10d 3 &2 = NAILS @ 8" O.C, EACH PLY x t (SHOWN AS4x4)go� (2) SIMPSON HETA20s �gw=a 1� W/(12)-16d EA. TO COL. ug i 3 ALT: (2) MSTAM36 STRAPS r = o @ a e-� CENTERED W/ (13)-10d NAILS a c" 2 Ea TO COL. 2 TIE BEAM . Fwao Vf CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. e x' N '0 In c a� wW N LL SO OO r— 000 LO CO r CR� o 6 M G'- LLL IU_ N o0 Z fll N r W IL L �<n�o 2 W a 2 � (� o E cb U) a w 115cc, L 4 O O 00 m m J 2N Lo m� o" [n 0 W WWW.FDSENG.COM 0 11 ❑ UI 1� _^ z 0 — 0 0 2' 0 0 z N Q J � a. (n QDLO Z N Ln UI m 4--JW 2 c:� V) ) w Vco m m U — c, E , ~ s o0o R °cft' C oDd'Y Q N 0 M �..W ' DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: ryoo O Z= LO � W O > 00 c>3 �� o ai cq — O J W _IM(n(n Model Name / Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 VI KA PROJECT NUMBER: 21-6350 Sheet: S-3 Of; MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2" = 1'-0 WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS TO BE LESS THAN OR EQUAL TO 45° I� MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) (3) 12d PER JOINT CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. T11301 TYPICAL CROSS BRACING DETAIL N.T.S. G.T.4 — ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT SHEATHING SPAN FROM EXCEEDING MAX24" SPAN (EITHER SIDE OR BOTH IF REQ'D) 'PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD ii 70M ROOF (2) 12D NAILS SHEATHING AT 12" O.C. MAX SEE PLAN r 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. HIP TRUSS TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING I X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB TB02 I TYPICAL CROSS BRACING DETAIL N.T.S. PRE-ENGINEERED 2VERLAP TRUSS BRACING,, �,, WOOD TRUSSES —� AT LEAST ONE TRUSS 16" MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING T11304 TRUSS BRACING OVERLAP DETAIL (TYP) FN-T.S. TRUSS NOTES: 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 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEL DS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VERTICAL SCAB 2X6 #2 W/ (4) 12d TOP & BOTI OR HCLR/LLIN PLACE REQUIRED @ RAFTERS B SHEA 2X4 BLOCKING BETWEEN —� TRUSSES W/ (2) 12d NAILS @ EACH END, CONT. EACH BAY ALTERNATING BLOCKING STRUCTURAL SHEATHING —� SEE PLAN FOR CONNECTION B 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS 1 EACH END WALL BELOW (SEE PLANS FOR TYPE) TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL SEE SEE PLAN OUBLE TOP PLATE 2x STUD WALL SEE PLAN CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. (4) 12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS-7 CB 3 TO 4 TRUSS SECTION B-B 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) MTS12'S 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. 2x4 AS SHOWN ALTERNATE nI RFrTInN NAI LS TRUSS DOUBLE TOP PLATE VERTICAL SCAB 2X6 42 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4) 12d REQUIRED @ RAFTERS GREATER THAN 8'-0" COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPTIONAL) 2X4 SPF W/ (2) #7X3-1/2" WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. DIAGONAL WOOD 2x8 42 SYP RIDGE BEAM AT 8'-0" TRUSS MAX— 2x6 RAFTERS @ 2'-0"O.C. MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN CONC. MASONRY 4 Fr @ 2'-0" O.C, MAX W / (3) 10D STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT T & B CHORD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING T11306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. SLOPE SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS— SIMPSON A34 OR (USP MP4) @ 2'-0" ON CENTER 1/2" SPACE SEE PLAN FOR MORE - INFORMATION 2x4 S.Y.P.' @ 16" O.C. 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) 12d AT EACH END & ALTERNATE DIRECTION TRUSSES SEE PLAN 2X4 SPF BLOCKING X BETWEEN TRUSSES \ / \ @ 24" O.C. MAX.w/ (3)12d EA. END (TYP.) LATHING TB1.5 I EXTERIOR NON -BEARING WALL DETAIL WF.S■ Q It o N to Ln a W a W (p Ir- 00 LID OD r- * * zw Avg �p co to J J J m LEu- tL m�aOZ° W FA W d Y w �mL" O ztcgw z O Y _Tryry �j CCy C.O M ON O -SOY O� li O�Y�h. N O Q W W wt m NI L�� m J J rs ay w N M 2 Q d ��- �8>u a� q = ov „NEE W v m ❑£3ao El El El N WWW.FDSENG.COM Z 0 - O � z CN z N Q m J = 111W .-i _ LO U) 6!i z N OL _ +_ w cIJc� =M m ( ~ cry') w r-� ~ U 9 V) O N OOd'� Q N 0 w Zl",\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IV I Job Information: z r_ LO LO W O 0) �, M O m 0 a - _1 W � J CO cn r° VI Model Name / Number: 1820 Tj Plan Issue Date: Wednesday, June 23, 2021 VI KA PROJECT NUMBER: 21-6350 Sheet: S=4 Of: ROOF FRAMING AND BRACING DETAILS I. N iJ THERMA-TRU INSTALLATION��������������� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therrna-Tru rough opening dimensions. Use only a maximum of 1/4 thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. RIM SPACI EVENT • 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES I 3PAC =VEN RIM SINGLE DOOR W SIDELITE rk, 6„ 31, 6' SPACE =VEN LY 3" SINGLE DOOR W/ SIDELITES I� 11 11 C7 1+IV J J i fl s, 3„ art 6„ DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE III / FILLED PVC. PIPE. 0 co TOP OF SLAB zIII 1 — .4- 00 � � I°®Ila,ll" 16" MIN. DIAMETER 0 CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. 31, SPACE EVENLY 8„ 8„ all 8" 6„ ..................................... RINOV ° • SEALANT LI - NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING • NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. t OecK Line valley by centering coo oa"Qd�es ` --36'" wide �`'/arOGSN 2°ns ` ertal nreed Win rGuarg fit aaSS,,9 O aterprnofirS S ingie nderlaymenl or r1? �y 5t Uodede`� quivalent direr to GOot se utse C 0atSe V- ,'�' oa ! Rake 1 yStGNs ` Metal ` o not nail within Drip 27 r 6 . of Embed each shingle 2" Edge wid2g" valley centerline to i e strip of asphalt � raging cement. , ye" � Cut 2" t I dia¢¢OnaR off upper Save 7" orrrer ofytrimmecV pieces to use in 5th(DUM t^ t \ i Cut shin lee 2" back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY RED, PAINTED BEHIND FLASHING LOCATIONS) , WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE _ 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL fFLASHINGCONT. AT KNEEWALL T ENTRY STER STO SEALANT ROOF } SHINGLES 6"H GALV. 41 ih�. HING CONT.T\ FLASHING DETAILS 6" HORIZ. NOTE' THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET -Z KN EEWALL INTERSECTION. Extend Lhe 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 WIDOW 11. IN 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' 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. Lk. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE 01= TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X wOOI,'� FRAME --, BY OTHERS 5HEATi4lNG - 8Y OTHERS CAULK SET'VVE'EN FIN 6544EATFI EXTERIOR - FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. VVINDOW HEIGHT E 114 III TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S ou,larr�►�= SPACESHIM V'me R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGL Al EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MIN'.MUM Or Sin (760m). EAVE DRIP EDGES SHALL EXTEND Vein BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 21n. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE '.NSTALLED EITHER OVER OR UNOFR THE LNDERLAYMFNT. IF INSTALLED OVER THE UNnERLAYMENT, THERE SHALL RE A MINIMUM Ain WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EUGL FLANGE. URI' EDGE SHALL BE MECHANICALLY IASTENEDA MAXIMUM OI121n ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 4 INCHES ON CENTER MaAmum Fastener Spacing (Jambs, Head and Silt) Screws l Mounbng fin -_ it Feed wird3w I Wall Framing: #2 Spruce/Pine/Fir Or Better ^ Silicate 410 X 1-1/2" Screw Minimum Penetration Glazing Bead _, L _ C ross Section V iew ,r. Minimum 112' Silicone Exterior Sheathing Note. We stronglyrecommend the use OrRdshmg anq/Or tJaS(Nng tapeS and SIJI pans aS stated In A5TA/ E7112-01. NOWBVer, Cua t0 variation In codes and bulld/ng types, It Is /eft up to the end user to determine the proper Installation of these /tees , i__ a c_ . _ _ ?eJ'r, ._... e.ere in tz., it�a'youL r,€,er, ti _ bub&! wrrp rray ve ptLiad bA K for, knsoe gory but peas. rL-ti`r6< tha wrap to - Cti i is cvniplet Step 1 Measure to be sure the opening is 318" to i/2" larger than the window size bath vertically and horizontally, x You may wish to pre -drill the installation hales in the tin at this time, Disregiard tlm had hareslnMeey fin, as bW are notnecew# Step 2 Apply a generous bead of silicone to the backside of the mooting fin. Use enough silicone to sufficiently fill all voids between the fin and the wall sheathing. Step 3 Insert the window iMo 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 then/ and the unit 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. 5 Install a #10 x 1.1/2" screw 4 from the comer of the fin at each end of the head, sill and both jambs. Step 6 Install the remaining fasteners in 8" increments from the comer screws to the center of each frame member. Use care not io over - tighten the screws and pull them through the Fin. Also, make sure the strews go in straight and do not cause the frame to bow. Wall framing should be a minimum of #2 Spnfce/PkWhr. Fasteners should be #10 screws of sufficient length to achieve 1.3/9' RTebabon into the wall and no less than 1/2" from edge of framing. Fastener quantities needed In each site of frame to achieve 8" spad Lene of Frame Member 10" 18" 1 26" 1 34" 1 42" SO- SO- 66" 74" 82" 90" I W' Number of fasteners 2 3 1 4 1 5 1 6 7 8 9 10 11 12 L13 7 Remove excess silicone " ueeze out" from around the fin and inspect for holes or volds. Use silicone to fill any voids. Step 8 If desired, a foam Insulation can be applied to the intedor gap between the window and wall framing. If applied, this must be the NGrid �XAAAt11 NG r YPE FOAM', Step 9 Since these windows are typically used in rooms with high moisture, le; bathrooms, it is recommended ttlat the interior gap between the window and wall framing also be sealed with sllkone and tooled so as not to interfere with the installation of wallboard, file or trim. Step 10 Once all construction is complete, remove the bubble wrap from the inside and outside of the window. If necessary, clean the Mocks 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. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: mm g�i N ccw N (0 LO � � � aL) � 1- � M(O Ln ao ti m e a {,� O p 0) U.- LLi I W m - I0 all in'OODo o g m m Z 5a 0 N f; rn LLI LLJ e im - F 2 C LL 2I`u Y m g �. U c LL - Li a 0- LU ot in (rJ C« •� o 22 m •b y � H- 5£ • 15c� Mm «agyw �� 00 �LO Z CD — J a J Q Ws M„ a a f- LWLL >v 9 _ U Product Design Manufacture Model # Attachment Approval # « _ 0 C. L) J Pressures Method F° $ m ° Www FDSTNG.COM ❑ ❑ ❑ Roofing: 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 ( ) — O o NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. V��v,J// z N Q� W/ 3/8" MIN PENETRATION THRU SHEATHING�� Q J ROOFING VENTS: LO DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, ~ COUNTY APP. Products Inc. "Off -ridge vent" 1" FROM EDGE AND 4" O.C. TYPICAL MAX. FL21580.1 R-2 Z {.t Ln t9 m ROOFING UNDERLAYMENT: 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 V — ` co uva ' R905.1.1 0 Lu 2 Overhead Garage Doors: Ln ra ra jm 1st Choice +30,0/-30.0 CLOPAY 16 x 7 2"x6" P.T. WOOD JAMB WITH FL16546.8 L C) 53W5 (5)1/2" DIA. x 8" "J" BOLTS — Go (D 2nd Choice +30.0/ 32,0 CLOPAY FL15279 8 x 7 .84 U o CD Swing Doors: c -zt— - 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 Q N CtaO FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 THERMA TRU-CORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL DAMS HOME'S +67.0/-67.0FIBEgGLAS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.1 T' 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 SidelightsT PLAT PRORU 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 2nd Choicel Alum. reinforced VT Windows: Job Information: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 Single Hung (fin) ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF FFICIENT LT ROVIDE IN. EMBED. INTO WOOD FL 17894.2 3540 SERIES THROUGH BUCK #8 WOOD SCREW OFBUCK, +50.0/-50.0 MI WINDOWS Single Hung (fin) SUFFIENT LENGTH TO ACHIEVE 1J/2" INCH MINIMUM EMBEDMENT FL17676.2 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 I 1st Choice I IMI WINDOWS I Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE 1J/4 M-1926 Horizontal I MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Fixed Glass: 1st Choice +50.0/ 50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1W' EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD FL18644 R 6 BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/.71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction of length FL16503.4 R5 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -145 FL12194.2 Hurricane Panels: y pp ALL AMERICAN 24" Ga. 1st Choice Dade Count A SHUTTER & GLASS 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: FI. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: 0 z �LO LO WtM > 04 �-I � O i MSS tZ O —j W L'r) li W V I Model Name / Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6350 Sheet: S-5 Of; MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING `WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. - SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY6IN. \WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING i0\ SELF -ADHERED FLASHING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"•1 " BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR WINDOW UNIT SLOPE 0.3 in: 12.0 in (0,6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH HEAD FLASHING TIE-IN INSTRure weatS: , I �'�< :_i her 1. Cut, fold up &temporarily secure weather RIM JOIST resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING resistive barrier 1 PAPER 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 O 2 SELF -ADHERED FLASHING Scale: NTs SELF -ADHERED FLASHING SELF -ADHERED FLASHING \/�� FLANGED WINDOW EXTERIOR DOOR WITH DECK- SECTION A V V P02 CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER Wpol EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER SELF -ADHERED FLASHING, • ��o (BEFORE FOLDING, SCORE SELF -ADHERED EXTEN D A M I NI M U M 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) FLASHING VERTICALLY FROM BOTTOM OF THRESHOLD z s OO MECHANICALLY FASTEN AS SECTION -A NECESSARY IN CORNERS THROUGH (SEE DETAIL WP02) ^ I I SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD NAILING FLANGE SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST Q WP07 ERIOR IT. FIN. .DING PAPER PE n : 12.0 in cm : 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING JDOW UNIT 8 WP1 0 SELF-ADHERI M SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL 1 SELF -ADHERED FLASHING PATCH )HERED FLASHING SELF -ADHERED FLASHING INSIDE CORNER 2 5 4 6 7 VITWILIVII Azgy 1 - 2 4# I F".ftm_ 4 5 r z r APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W P 0 8 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE WP09 INSTALLATION OF THE SUCKIRECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 8 WP17 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3in: 12.0in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. PRODUCTS DETAILS 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 for Tye Water -resistive barrier. One layer i No.ive barrier 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 BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water-reslstive PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. 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 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater 2. Install flashing and weather resistive barrier to form water shedding laps -absorbing layer or designed drainage space. 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 embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shalt be applied in accordance with the manufacturer's Scoring cuts Instructions. An flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of 5. Remove all release paper per standard installation instructions and 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 adhere to substrate using a square piece of flashing material (611 X 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluld•applied membranes used as flashing in 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the fonowing locations: 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides, 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDNIA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. At wall and roof intersections. 7. At built -In gutters. Cement Plaster in accordance with ASTMC926 over woad 2nd floor 7/Q" i aman} Dlnotar OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block Vulcum cauk bottom joint only Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all � vIr 1 /2" Cement Plaster Finish 2 1 /2" Perforated Flange 1 /2" Weep Screed gta:tMrFN,` screed 1" below finish floor CD It o c1 CO h I v to r- 00 0 �a U a O N rI J J J m E ''a 01 LL LL LL LU CL o "15 jc v o t6 'Q i WLU 5 O . z a ?r 2 0 J C)DD aTNm Q Q Q sE 9Eg.W y'N r o a ~ (n ❑ ❑ ElWWW.FDSENG,COM 0 Z - o CD z o Z N CV ��y N _Ln Z r m J IL Cn ,I..� w a ccs o 0 LU uc3m Lnc c m H J m U - CCN E w o o _ oti U � v c Y Q N O UOD,.� DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: I..L� O F z � �Lo c W m > (}n o oD N r-I 'S tL0 P z 0 J LU M Q J 00 (l) (n Lr) LL Model Name / Number: 1820 Plan Issue Date: Wednesday, June 23, 2021 KA PROJECT NUMBER: 21-6350 Sheet: WP Of: WATER PROOF DETAILS 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL k: a��•a�a ova: ,t�:v�::i 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—M1602.4 balanced return air. EXCEPTIONS 1-3 L. AREA CALCU LATIO tom &F-. Tffk �W, ------------ um a-F. U. W.A.Wo WX10 9.F. 0 0 < o t Q O I v c� cQ