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HomeMy WebLinkAboutBUILDING PLANTERMITE 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 C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEY S OR OTHER MA SONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION 10-17-2012 1 Changes per field meeting on 10-11-2012 in Daytona CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63, 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (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: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1,7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I 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. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL - AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (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 40FT SPAN * *TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES RE G 00 S READING ROOMS (PSF) 60 PSF STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS SOFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :9 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF' AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA ) 5O (+} 27.6 (+) 27.6 10 O 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 O 34.4 p6ne 50 (+) 24.8 (+) 24.8 (.) 27.1 (-) 31.1 (+) 23.4 (+) 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'-01" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC 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. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. It is the intent of Deslgner/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE 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 #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 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: CONTROL 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 CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, O VER. SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT O 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" SDS 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 by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. 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 HTT5 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. DAMS'"HOMES Of Northwest Florida 01"00 WUBREEZE PARKWAY GUY= REEZE. FLORIDA ;=` 500"S C14 M f 1 u- N LU IT W L0 oast; F a Q�, Lt°n 0~p f� 8o tv 0l � T -a J J LL LLl.L d'y 0 c,�°°z° w mpg' 3N� c t!)�-,a ° W a - m U LLo go Lai.Y ri W 3 .E W +2��J �O (� L a V K Z �' N� Wig.,C1 •� €� - OLD .q- o =FZ ° 3 0 o C, 3 C.20- ill(n d' J m m a) 3i� ss-r�C IL LO C4 - 0) Q. a o e a E L o y W U J tV WWW.MSENG.COM C9 � Z - o z 0 z a) Q all Cl) ►/ t/ z ~ Z Ly J LL Uj .� w � Usti& V) c y Cli a m -J M U NEUj - � S p iti:z c Q N 0 to i 7 Q\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 0 o�0) W m C7 a ca C W L ri - • > a� 0_IW� _I 00 0 (n m Lo o " ivi Model Name / Number: 1512 ♦ I Plan Issue Date: Friday, May 28, 2021 ♦ KA PROJECT NUMBER: 21-5375 I Sheet: I I Of: I COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(Plfl BW1 16" (2) led TOENAILS (2) led TOENAILS SPF NO UPLIFT BW2 16" SP2 W( (6)40d SP1 W/ (6)-10d SPF 402 STUD, 6) 10d PLATE STUD, (4) 10d PLATE BW3 16" (2) SP2 W/ (6) 1Od (2) SP1 W/ (6) 10d SPF 803 STUD 6 led PLATE STUD, (4)10d PLATE NO BW4 16" (2) led TOENAILS (2) led TOENAILS SYP UPLIFT BW5_ SP2 W/ (6}1od SP1 W/ (6)-10d 16" STUD, 6 10d PLATE STUD, 4 10d PLATE SYP 439 6W6 (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/ (5)-10d SP1 W/ (6}10d BW8 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW9 L 12'. STUD. (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12` (2) led 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 OUBLE 2x TOP PLATE TOP OF WALL SEE PLAN '9 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 SEE MSO3/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F,F. SEE FOUNDATION - ---- - _L PLAN FOR MORE 2x P.T. W/ 1/2" A.B 0 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" D.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc SEE GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 91 OR SPF A2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3,1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS, SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROLGH THE STUD I NTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) Cl (3) 2 x 4 #2 SPF (4) - led TOENAILS 0 672 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 1 (3) 2 X 4 SYP #1 -OR (4) - led TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U = 6665 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G - 12000 C6 SYP POST & (12) -16d NAILS U = 2300 8 x 8 P.T. #2 ASUB8 W/ (2)- 5/8" ATR*` G = 24335 C7 SYP POST & (18) - led NAILS U = 2320 CS 3.5 x 3:5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5,25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXTJ ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8-SD52.5 W/ (20) 1/4" x 2 1/2" SIDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb•-2400 PSI HDU8,SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4" x C12 1.8E Fb-2400 PSI 2 1/2" SDS WS & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*'*` GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH 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 W 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 7. SAME NOMINALSIZE PARALLAM COLUMNS (1,BE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING Sd 0.131" X 2 1h" 0.131" X 21/2" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE OA48" X 3 2/4" 0.131' X 3 2,a" NAILS & TOP PLATE 12d 0.148" X 31/4" 0.131' X 3 1/4' 8" O.C.(COMMON) STUD WALL 6" O.C.(GUN NAIL) CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.162" X 31/i" 0,131' X 3'A- (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) -1 314" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 112' H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP, EACH SIDE H6 (2) -1 3/4' X 9 1A ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI I SDS WD SCREWS @ 16" O,C. TYP. EACH SIDE HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0" -16,,0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL 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) REAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST FLOWS OF 12d NAILS 0 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) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS id 122"- OR (2) SIMPSON HETA16 TO CMU OAC. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL, U.N.O. ON ROOF PLAN. (2) -1 3/4" x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA'16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) - 1 3/4" x 11 7/8" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" 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. (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 16" O.C- TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. SIMPSON LSTA 12 STRAP TO TIE ANGLED CORNER RIPPED 2x6 NAILED TO TOGETHER @ SILL, HEADER 2x4 w/ (2) 10d AND TOP PLATE @° 12" ON CENTER I 0 ------------- ---- -j, �` 2 x 4 STUD MAX DIST 24" O.C. 1/2" RED HEAD @ O 2 x 4 P.T. PLATE w/ R.O. o BAY WINDOW 7"EMBEDMENT --- ------------ SIMPSON LSTA 12 STRAP RIPPED 2x ON BEVEL TO TIE ANGLED CORNER NAILED TO STUD TOGETHER @ SILL, HEADER (TYP.2 SIDES) AND TOP PLATE BAY WINDOW DETAIL FRAME TO FRAME SCALE: N.T.S. :01 GARDEN TUB In )01 �7 &n DBL 25 SH 11 7' 8" 3'-6" O 35 SH FLOOR PLAN ELEVATION "A" & "B" SCALE: 1/4" = 1'-0" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 O+26.5 / -28.8 ` 6 +26,5 / -34.4 O+24.8 / -27.1 �> +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 y��e��Lasr;�ra GENERAL NOTES R302,5.1 Door from garage into house must be ar3 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 a the venting. �- 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 H d o the separation is a floor -ceiling assembly, the structure supporting the separation shall also gs N fp N (D LO protected by not less than 1/2 inch (12.7mm) W a W o I` 00 gypsum board or equivalent. 0 3 F c Ln cc r R312.2.1 Window sills In dwelling units, where the FQ O 6 0', � E W N =, - "' °p Z w top of the sill of an operable window opening is located N § m.6 d m g a less than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface s y a a LL w vi a below on the exterior of the bullding, the operable window Y =_ V C= £ F- F a-'Q ° w - IL r1 r Q' Lj shall comply with one of the following [3 listed methods]. 4 w o Y R308.4.2 All windows within 2'-0" of doors and in o = %= h g W �' �� 4, M w shower or tub areas will be safety tempered glass. S a H W � N ` min 2 Q ILa75 Ceiling for exterior entries and covered porches to (+7 'p c H- '0 S C 3 O U J 0- r 2 LD a 2 Q = o have 7/16". span rated OSB nailed per zone on 2 o L? Ij W V -� roof diagram nailing schedule or 5/8" CDX. o = g 6- i- w WWW.FDSENG.COM ❑ ❑ ❑ 9 1X T&G acceptable for substitution. z EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) - o shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding log Z c�v }? surfaces. M1502.xiDuct length The maximum The ma um allowable exhaust duct length shall be o_ z N V � determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 f I A Q) �„ LL I- w -C Ceilings for exterior entries and covered porches to be w 7 /16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking l - (Do- w g p; a provided at perimeter. The OSB shall be attached w/ Sd tJ) c & , nails at 6" O.C. field and 4" O.C. at edges or 7d screw m m shank 3" O.C. field and 4" edges. Vinyl ceiling to be U '' attaches to OSB per manufacturer specifications u, o 0, h U 00-q Y Lo �� AREA CALCULATIONS TOTAL LIVING (AC) 1512 S.F. GARAGE 390 S.F. COVERED ENTRY 28 S.F. COVERED PATIO/LANAI 87 S.F. TOTAL AREA UNDER ROOF 2017 S.F. DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: ry 0 z `W z N C O rl 0) 0) m � O � � M T-1 0.. ci .... r ■ ■ M (.C) _ rZ 0 _/y�3 L u M o J W /�/� U) LO LL ♦ I Model Name / Number: 1512 Plan Issue Date: Friday, May 28, 2021 KA PROJECT NUMBER: 21-5375 Sheet: � Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. REINF. GRADE-7SEE PLAN O � I N I- 16" �- (2) #5 REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN —F._F. 00 8" �(1) #5 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF (TREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. Iall I OPTIONAL CURB FOR F F— VARIES 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W M, OR FIBERMESH MASONRY @ ELEV. 0'-0" ._ /FI BERM IX ADDED TO THE CONCRETE. IN ACCORDANCE W/ W/ (1) - #5 BAR CONT. r MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. * --- GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. / 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO ( 2 STORY: 20" X 20" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. o REINF. (`I W/ (3) - #5 CONT. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. SEE PLAN 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR (2) # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 16" BEARING 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE 1/2" = 1'-0" FM02 I SECTION @ GARAGE 1/2" = 1'-0" U,N.O. ON PLAN. FM03 I THICKENED EDGE 11/2" = 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH, IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE— FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. .. 7:I ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE ' 2 STORY: 20" X 20" 4" CONC, DRIVE W/ 1/2" EXP W/ {3) #5 CONT. JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2 =1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3) - #5 CONT. FOR MORE INFORMATION) -tt [ ,LAN N e-I � 4" 16" 4" 245 REBAR lo FM11 STEP DOWN BRG. SEE 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,/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED, 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 8„ 4„ 1/2" = 1'-O" I FM12 I STEP DOWN NON BRG. MARK SIZE DEPTH REINFORCING CAP. [Ib? F1.0 1'-0" X CONT. 1'-0. 2 #5 E.W, BOT. 2000 F2,p X-O" X 2'-0' 1'-0" 3 #5 E.W. BOT. 7200 F25 2'-6" X2'-6" 1'•0" 3 #5 E.W, SOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3 5 3'-6" X 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 05 E.W. SOT. 28000 F4.5 4'-6" X 4'-6" 1'4" 5 #5 E.W. BOT- 34500 F5-0 5'-0" X 5'-0" 1'-4" 6 45 E.W. BOT. 42500 f6.0 6'-0" X 6'-0" 1'-4" 7 #5 E.W. SOT. 61500 1/2" = 1,-0.' SEE PLAN OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o TYP. SEC. ELEV. 0'-0" WITH CURB _ N $° (G,C. VERIFY) z j* (1) #5 BAR CONT. F.F. REINF. i>a (SEE PLAN) a 2 #5 CONT. INSTALL LINING" �j 2 #5 BENT BARS W/ MATERIALS PER - (W MIN. 25" LAP SPLICE FBC•R P2709,2 MUDDED FLR. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2" = 1'-o" 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. SEE FND. FOR BY COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" QUANTITY 00 11 45 X 25" X 25" o c CORNER BAR ONE N FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE W/(3) - #5 CONT. THRU FOOTING FM19 I TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 I 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# W-8" >2'-0"-3'-4" 10.. 10" 20" 24" W/ (3) #5 BARS 6744 5141, >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'S" 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 EA. VERTICAL REINF. BAR- #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0" (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) ay u s 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 -VERT. F.C. ABV. FDN, #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK " I FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" C• O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4' 0" 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. 8.8403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403,1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS LEGEND INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING CLEAN ( 'j„ %/TR ..�.. PUMBING RISER TO SANITARY SEWER JB A/C COMP & PAD 4" CONC. SLAB W/ 8" X 8" THK'N EDGE 13' 6" 3' 4" 7' 0" I III- � `III II�`1� 1 � :'rill 2" 38, 0" 13' 4" 11' 2" 2' 10" 5' 4" Uj FM03 I Nin FM01 3 to 3 3' 0" ■ --------------------------- ■ ---------- --------------------------- ■ --------------- ■ -------- 1 I m ¢ I i 1 I 1 _ ❑ ; o FM11 . I ; FM11 ; O i I V i 1 1 I STEP DOWN 4" ■ , I 1 1 ■ I14 CD I ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - � LO 1 I ' I � ' 1 o 1 � � 1 1 d• 00 ; 1 1 FMO1 I O I 00 ■ i -v-'yam% �D� �,' ,,�-. _ _� I — '1 � PROVIDE CHASE - FOR HVAC UNIT � �,' ,� ., ❑ 1 ■ 'c00 00 ' /O tV ' ' 1/gyp - [ , PROVIDE ELECTRICAL & PLUMBING SERVICE THRU SLAB @� ISLAND , LOCATION (REFER TO FLOOR) ■ ■ r REF. 'i 101 FM01 rOL JI 3x4 (; ;0I 1 00 Ir .1SHW ! 1r 1 R A/C 1 L_L_ r _j------ --- ---------, lort' �JJ---- --- --------� r0o°° 11 I ! -LL-- ' L� JJ I— I r-------------- I I ' 003, 2" 8' 6" 1' 8" 4' 6" 20' 2'I 1 N LSD La O e 00 (D 1 LID1 ■n - - n c0 N C 00 ---_ `�. m o Ilri 1 ,� I GARDEN FM12 r - - - rr _ 3 1, ' Hill TUB r l 1 i I D I I I W I I ■ 1 L — — :1i , , I ' 10' 9" 2' 10" 3' 3" 1' 10.1 d VTR MAX. HANSON BOX ■ I I I �yV.H., LIST.35'-0" @36"AFF z 3 I I _ -------- `-- -r-- I g I - ----- �- -- ----i r2X8 VIAL ' Uj W Ir �I I � I 1--�+ I r-_��■ I I , 1 , M (O 1 In cn s FM 12 3 I az, II I 1 I ' 19' 4" ; 5' 4" 13' 4" ; I i ' I C.J. SEE NOTE 6 I , 00 1 I I io 'LIM02 QN----`------ LU CD '■STEP DOWN 4"0 , m , I 0 ; go FM03 U)HOSE i-IFM09 BIBB3 3------ ---- -------------------------------- aFM01 ■■ ■ -- ---- -- -- ■ �..� -_____ _ Y 0 N N 1. 2' 0" , 16' 0" 1 2' 0" 2' 0" 2' 0" [ 5' 4" _[ 2'_0" 2' 0" FOUNDATION PLAN ELEVATION "A" & `°B" SCALE: 1/4" = 1'-0" �e�ssEFfrrrr N� 4 � 0 He ; N U r)N. 41 a✓ + w s\ 0 lJ Nil ✓ ��J JTd.11i113�� �. o 0 O -H 00 ti . 3 3 Q 2 rl LOw r- iX a] La vi U_ fi Li! Uj �_"� 0 dg8�- M.-" � (Aa3 r ,Q ��- w n- a 9 5H, : LL I:Im"-m5 13 a w '" L B W � a Z O Y 3 w a ID &�12 g m '�=NO wEI- GC64 n Q 6. X Ln O s�6 G W Ci J f!J WWW.FDSENG.COM 11 0 11 U Awwwft p^ Z S — o Z N +O < !' J � a _L0 N co � IJL 4..I w CC5 co " — m w UO& RS M i� _j �Uyl to N E U (I' 31 U cn o ED N: c Q o eo �Irr,m _ & . HOMES r-CDAMS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: ry O z o(nLO Wj, N cc11 U) rl a .. .. F--�Umm (1)i > 3 0 _ry� �/'� m LO o LL /L/L�I J W \/ J ( J Model Name / Number: 1512 Plan Issue Date: Friday, May 28, 2021 KA PROJECT NUMBER: 21-5375 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,512 x 3 = 4752 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (5) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,086 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 23,086 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 23,086) = 9,234 + 100% OF "B" = (10,000) = 20,000 TOTAL WATTAGE = 39,234 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 163 ASSUMED EDGE OF WALL O m H 2x6 WALL (FLOOR TO CEILING) I 2'-8" USE 2 RED HEADS TO ANCHOR WALL IFM 24.J. JALT ER NATIVE PROTECTION BARRIER N.T.S. x W w v uj J u.l BIBB NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN ELEVATION "A" & "B" SCALE: 1/4" = 1'-0" 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 SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING -- CEILING MOUNTED FIXTURE —ILI — TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPTuj 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER �R RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED ii SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER MAIN �J DISCONNECT 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 # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. rq (V O N 0 04 a to LL ffim em �f N to Lo Sv W ID r- 0000 .9 . El m a 7kk_ 79V c w c a'� 6 NG1 (M 1;) � LL LL li �f n a`gm�t O Ntn�Z fd-�N� W a $vts�Nma ~W Gam' W a .. H W V/ W d 13 w"m5 Z o ,o 0w8 =�<Fa 5'-S Q o UIL Y J imp m_ G � vaj �w a,� m.. m Q a a L a m 4 w U WWW.FDSENG.COM � z o zN z J � 04 z m Ml t/7 '.,, Q) LL wM LU 70 1 o g aL,, io U09L ft3 U - =o off. c c0�s a Nflw Qm HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E lvI Job Information: O z o Lo W m L N CL Ch ai z a Moo > a _ OM J ED � Lo cn(n IVI Model Name / Number: 1512 Plan Issue Date: Friday, May 28, 2021 VI KA PROJECT NUMBER: 21-5375 Sheet: 4 Of: ELECTRICAL PLAN r,,, VENTILATION CALIMLATION 0 T.O.B. HID. HGT. 00 --JFIN. FLR. l- - — r 12 6 T.O.M. HD. HGT. LITE TEXTURED DECORATIVE 1A3 SH CEMENTITIOUS COATING RAISED SMOOTH CO TEXTURED BANDS RETURN 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE -- — - — - — - — - — - FIN. FLR, . . . . . — - — - — - — - — - — - LL2-0!0 -FUJF�113. 35 SH - — - -- - — - — - I - — 48" OFF RIDGE VENT 12 3050 SH 3050 SH 2868 DOOR LITE TEXTURED DECORATIVE CEMENTITIOUS COATING DBL 25 SH REAR ELEVATION SCALE: J /4" =1'-O" LEFT ELEVATION SCALE: 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48" OFF RIDGE VENT 1 ==4 PiE i i I -TAM. _ -N HD. HGT, 00 LITE TEXTURED DECORATIVE RAISED SMOOTH CEMENTITIOUS COATING TEXTURED BANDS RETURN 2'-0" SEE FRONT ELEV. FIN. FLR- r205(� FOR SIZE & STYLE 25 SH T,O.M. 6" RAISED BAN I -Ell --nil ININI mini =--2111111111111 FE- MENOMONIE 16070 OVERHEAD DOOR 23 SH 12 �ro ,ormula = SIF / 300 Z 2 * 1.44 = net sq itches of vent n r Intake Soffit product provides 4.12 and exhauc net sq in / sf Ridge vent provides 18.00 net sq in/ If 5i ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of ATca to he vented (SF) 2017 S.f. Total needed forexhaust for upper 1/3- 484 net sq inches fatal needed for intake (soffit area, lower) 484 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L,F. of Ridge Vent needed (can be used in combo with ORV) 27 Lineal Feet of Soffit needed to meet required 88 Lineal S.F. provided by plan 177 RIGHT ELEVATION SCALE: 1/4"==1'-O" IVOTE: 8" OVERHANG ON THIS ELEVATION ('-d) ENTRY milli] 1 N] I -aA =-I------I -- - E - 3068 DOOR w/ 2050 SH 3050 SH 2050 SH KICK PLATE & 3014 ARCH TRANS. ABOVE BRG @ ENTRY REVIEWED F004, IDE COMPLIANCr. go 01UN LITE TEXTURED DECORATIVE J "'!-' ' CEMENTITIOUS COATING -,A�e FRONT ELEVATION "B" SCALE: 1/41' = i'-(, Q) 2- ;�.g 'T 0 0CN (0 LO c -I co I'l- (0 1— 00 E 0 LO co r-- it zp4 8A 45 -ro, 17i N 0 y h a z Lu 0 2 It, r,, LU � U� 0- Lu -E X X 0 0 0 7 LU m 'Ai Q0 IN t: CD M -Z 16 E 0 L) & S W -j U) i: 11 El El e WWW.FDSENG.COM 0 z 0 '0 C\I CN rre-r1w ri C4 0 f I N J4--) ru Cf) LU LLJ jr V) :D C-- W.W -j LLj 22 0 Oaw L, 0 o 00 �t Q < Lo 0 (14 0 'QD FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 z �LO LO LLj 0 4- 0) > 0) ry Q z > (.0 o _3 LU Ln t L 00 U) Ivi Model Name/ Number: I 1512 V Plan Issue Date: Friday, May 28, 2021 V KA PROJECT NUMBER: 21-5375 I Sheet: Of: I SEE DIET. TB03 G.C. TO PR( BLOCKING W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" W a_ 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 16OMPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING, THE SHEATHING THICKNESS IS 16/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING o W _ EQ. O 4 = Q O LU : w Q O � O d' EQ. _ "X" DETAIL BRACE TBO1 SEE CONTINUOUS BRACING 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - (VIDE 0 COMPLY OMENDATIONS- ATING OF DGE DETAIL O � � O c-i X � w BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT UNAUINU VKIUVIUW 111 MAIrryW UVCK All 1.CAJ1 w7b Ur Ine vve6. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN F RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r a a 10 HIP 37.02 -51.06 -01.06 -51.U6 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" Q.C. ON EDGE AND 4" O.0 INFIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: J232" EXP. 1 ('P0) LLLE! '32" EXP. 1 ('20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 a8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN -'r'32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y." x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN :J"• ® NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL. © NAIL OPEN ING PERIMETER w/ (2) ROWS @ 4" O.C. w/ Rd COMMON NAIL. O NAIL INTERIOR AT 6" O,C. W/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL a@ 4" O.C. w18d COMMON NAIL• O PLYWOOD SPLICES U HEADER - NAIL SHEATHING TO HEADER wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTE O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. 15/32" 0513 EXPOSURE SHEATHIN( PROVIDE BLOC AS REQUIRED SECTION X-X IF FULL HEIGHT S 2x RIBBON OR L� , "•." BETWEEN FLOOR SYSTEM Ll r� r� 3r r a B=4ft C;ARI F ROOF > 20 TO 45 DFG [4:12]-[12:12] NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21l2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN J-�" (2)- 2x TOP PLATE BEYOND 15132" OSB EXPOSURE 1 % //- SHEATHING II II II II II II II I I I II 11 11 I II II II 11 SOLID 2x BLOCKING W Q F I I I I II II I @ALL SHEATHING w Lu III III II II II i III II II II I EDGES = U)q III 111 III I I I I I I (SEE SECTION X-X) p� III III C III II II II I ill II II I I z O? III III II D II I � I11 111 OPENING III II II II I III II 11 I I it L---JL--- L- - ---J Ili III --- --- --- --- V z II II II NI III C ill X III II I II II I II II 0.0� NI IIL-- JL--- L- -aL--- o - 'll III IN III I I11 II I E it I III I11 I I II 11 I 2x STUDS BEYOND. W 0 - rr----n-r Ili II I I I I II 1 I I I II 111 III II II II I I I I II II W SEE PLAN x III I I I II 1 111 II II it I � IU III I I I II I I I I II 1111 II I II It II II II I I z I ill II II II I 0 III III III I I I II I I I II 111I I I I II I II II II I N I II it II I y III I I I II I III II II II 1 VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM ,.S1.= N/ SPACIN 3/4" vz„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN LL 07 0 (n I-I-M 0 N W 0 LL a) E AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES - 1512 ELEV B BASE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID 'CONNECTOR UPLIFT DESIGN FASTENERS. NOTES UPLIFT RATING A01 - A09, Ala BC - A15BC, B01 - B02 L / R - 906 # or less HETA16 / HETA16 1810# / 1810# (9) 10d x 1-1/2" 9 10d x 1-1/2" '.. (12) 16d (2)HETA16 / (2)HTS20 / (2)HTS20 / 2365#/ 2620# / 2620#/ (48) 10d x 1-1/2' A10 L/M / M / R - 1936 # or less ,(2)HETA16 2365# (48) 10d x 1-1/2" 12 16d A16B - L/ R - 1872 #or'less (2)HETA16 / (2)HETA16 2365#/ 2365# : (12) 16d 12 16d '(14) 10d x 1-1/2" C01 L/ R - 596 # or less MTS12 / MT512 990# / 990# 14 10d x 1-1/2" CA - CIS, CAV - CISV, EJ7,:EJ7V, EJ7VP, H17, '., L/ R - 350 # or less HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" HJ7V 035-05S,E175 L/R -201#or less PER TRUSS MFR Z01 L/ R - 204 #or less . (2)H2.5A/ PER TRUSS MFR 1130# -, (20) 8d Z02. L/ R - I R6 # or less. - H10A / PER TRUSS MFR 1040# (18) 10d x 1-1/2' TRUSS MANUFACTURER: BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 4/15121 L = LEFT, R = RIGHT & M = MI DDLE BEARI NGS. BEARI NG LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS: ALL CONNECTORS ARE SIMPSON PRODUCTS 38'-0" SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPI¢ SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETA16w/(9)10dxIIWOR HTA1 6 wl (10)10d x 11/2" OR MASONRY HETA20 wl (9)10d x 1 112" 1810 HTA20 w/ (10)10d x 1 V7 1585 1870 O FRAMEE FRAME H2.5A wl (10)8d NAILS 5A 666 RT7A w/ (10)8d NAILS 516 585 O FRAME TO H10Aw/(18)10dx11/2" 101E 1040 RT1BAwl(17)10dxl 1/2' 895 1020 FRAME H1 DA-2 w/(18)10d x 1 12" AT 2 PLY TRUSSES 930 1080 RT16-2 w/(16)10d x 1 1/2" AT 2 PLY TRUSSES 935 1060 O FRAME TO MTS12 w/(14)10d x 1 1/2" (AT EXTERIOR 860 MTW12 w/(14)10d x 1 1/2" (AT EXTERIOR FRAME LOCATION INCLUDE (3) 12d TOENAILS) 990 LOCATION INCLUDE (3) 12d TOENAILS) 100E 119E OFRAME TO MGT M(22)10d NAILS AND 5/8" A.T.R. wl 12" 333U 3gg5 MUGT15 w/(28)10d NAILS AND 5/9' A.T.R. w/ MASONRY EMBEDMENT w/ SIMPSON "SET" EPDXY 12" EMBEDMENT w/ SIMPSON "SET" EPDXY 3330 4495 O FRAME TO HTS20 w/(24)10d x 1 1/2" (AT EXTERIOR 112E HTW20wl(24)10d x 1 1/2" (AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS 1310 LOCATION INCLUDE (3)12d TOENAILS 1285 153D Q FRAME TO (2) HTS20 w/(48)10d x 1 1/2" (AT EXTERIOR 2250 2620 (2) HTW20 w/(48)10d x 1 11T (AT EXTERIOR FRAME LOCATION INCLUDE (6)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) 257p 3060 FRAME TO HGT-2 W (16)10d NAILS AND (2) 5/8" A.T.R. HUGT2 w/(16)10d NAILS AND (2) 5/8" A.T.R. O MASONRY w/ 12" EMBEDMENTw/ SIMPSON "SET' 10690 W/ 12" EMBEDMENT W/ SIMPSON "SET' 7020 9790 EPDXY (HGT-3 FOR 3-PLY) EPDXY 1HUGT3 FOR 3-PLY) TO FGTR w/ (18) 114" x3"SDS WOOD SCREWS RFUS w/ (12) WS3 WOOD SCREWS AND OFRAME MASONRY AND (2) 1/2" x F TITEN HDANCHOR BOLTS 3400 4725 (4) 3/4"x 6" WEDGE -BOLT 7100 (1) LGT2 w/ (16) 16d SINKERS J1 FRAME TO & (7) 1/4" x 2-1/4" TITEN 2 1750 2030 MASONRY SEE NOTE #6 BELOW J2 FRAME TO MASONRY/ (2) LGT2 w/ (32) 16d SINKERS & (14) 1/4" x 2 1/4" TITEN (2 PLY TRUSS) 3500-M 4060-M (2) LUGT2 wl (32) 1Ed SINKERS & (10) 1/4" 3" WEDGE PLY TRUSS) 3100-M 3100-M OR 3240.E 3770-F x -BOLT (2 3800-F 4520-F FRAME (28) 16d SINKERS FOR FRAME (EA) OR (32)16d SINKERS FOR FRAME (EA) J3 FRAME TO MASONRY / (2) LGT3 wl (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN (2 PLY TRUSS) 4730 M 6670-M (2) LUGT3 wl (24) 1/4" x 21/2' WS25 SCREWS WB PLY TRUSS) 6480 M 7050-M 5010-F 6960-F & (4) 3/8" x 5" (2 6480-F 7710-F FRAME OR (52) 16d SINKERS FOR FRAME (EA) OR (56) 16d SINKERS FOR FRAME (EA) O BEAM TO HU410 OPT HUC410 w/ (18)16d & (10)19d G#2680 HD410 OPT HD4101F w/ (20) 16d & 00)10d 0#3080 BEAM NAILS U#1895 NAILS U#1950 OBEAM TO HU410 OPT HUC410 wl (18) TITEN G#4500 HD410 OPT HD4101F w/ (20) 1/4" x 3" G#3355 MASONRY 1/4" X2 3/4" & (10) 10d NAILS U#1800 WEDGE -BOLT & (10) 10d NAILS U*850 L2 BEAM TO MASONRY / HU46 OPT HUC46 w/ (6) 10d NAILS & (12) 1/4" x 2 3/4" TITEN (TO MAS.) G#1540 U#980 G#3000 HD46 OPT HU46 w/ (6) 10d NAILS & 2 3/4" TAPCONS MAS.) G#1825 G#21115 FRAME I OR (12)16d & (6) 10d (FOR FRAME) SYP-F U#1135 SYP-M (12)1/4" x (TO OR (112) 16d & (6) 10d (FOR FRAME) U#1030 SYP-F U#850 I SYP-M FRAME TO (2) HETA10 OPT (2) HETA20 1920 1920 (2) HTA16 OPT (2) HTA20 1870 M MASONRY 1-PLYw/ (10) 10d x 1 12" OR 2365 2365 1-PLY w/(10) 10d x 1 l/2" OR 2430 2-PLY w/ (12) 16d 2-PLY w/ (12) 16d HTSMl6w/(8)10dNAILSAND(4)1/4"X21A" 955 1110 HTWM16w/(8)10dNAILS AND (4)1/4"x13/4" 1145 1225 TO TAPCONS WEDGE -BOLT NOFRAME MASONRY OR IL HTSM20 w/ (10)10d NAILS AND (4) 1/4"x2 114" 955 1110 H7WM20 wl (10)10d NAILS AND (4) 1/4"x1 314" TAPCONS WEDGE -BOLT 1145 1225 OFRAME TO H10Sw/ (8) 8d x1 1/2" NAILS AND (2) 3/8"x4" MASONRY TITAN HD 780 910 FRAME TO DTT2Z w/ (8)1/4" xl 1/2" SDS WOOD DTB-TZ wl (8) 1/4" xl 112" WS15 WOOD on MASONRY SCREWS AND (1) 112"9 AT.R. EPDXIED w/ 183E 2145 SCREWS AND (1) 1/2" H A.T,R. EPDXIED wl 1510 1835 SIMPSON -SET" (SEE NOTE #4) SIMPSON "SET- (SEE NOTE #4) FRAME TO HTT5 w/ (26) 16d x212" NAILS AND (1) 5/8" 8 HTT45 w/ (26) 16d x2 1/2" NAILS AND (1) O MASONRY A.T.R. EPDXIED W/ SIMPSON "SET" 4375 5090 518" H A.T.R. EPDXIED w/ SIMPSON "SET" - 5005 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) FRAME TO HTT4 w/ (18) 16d x212" NAILS AND (1) 5!8" ld HTT45 wl (18)16d x21 /2" NAI LS AND (1) OMASONRY A.T.R. EPDXIED wl SIMPSON "SET" 3640 4235 8/8"0 A.T.R. EPDXIED w/ SIMPSON "SET" - 4160 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) O FRAME TO FRAME H10S w/(24)1od x1 112" NAILS 785 910 LUGT7 w/ (23) 8d x1 1/2" NAILS 875 1045 TO HM9KTw/ (4)1/4"xl 112" SDS WOOD RT10M w/ (9)10d x 1 1/2" NAILS & OFRAME MASONRY SCREWS & (5) 1/4"X21/4" TAPCONS 760 760 (4)114" x 1 3/4" TAPCONS 1395 1395 TO VGTw/ (10)1/4"x3" SDS WOOD SCREWS & 0VFRAME MASONRY (1) 5/8" 6 A.T.R. EPDXIED wl SIMPSON "SET" 365E 4940 w/ 12" MIN, EMBEDMENT TO (2) VGTwl (32) 1l4"x3" SDS WOOD SCREWS OFRAME MASONRY & (2) 518"0 A.T.R. EPDXIED wl SIMPSON 5170 7185 "SET'w/12" MIN. EMBEDMENT OFRAME TO VGT w/ (16) 114"x3" SDS WOOD SCREWS & t�U4-9DS2.5 w/ (10) 1) WOOD 328E MUGT15 w/ (22) & HTT45 w/ (18) FRAME -cVg" A.T.R.SDS SCREWS & (1) 5/8"6 A. 4565 S &NAILS 1Ud NAILS & (1) 5/8" 8 A.T.R. - 4160 FRAME TO 12) HTT5 w/ (52) 16d"x2 112" NAILS & l2) HTT45 w! (52)16d"x21/2"NAILS O FRAME (1) 5/8" 0 A.T.R. (SEE NOTE #4) 437E 5090 & (1) StWO A.T.R. (SEE NOTE #4) 500E (;FNFRGI f`l1NNFf`TC/R Nl1TF.^s 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAUS w/ (2)12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT, 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2"x4" TO TRUSS VERTICAL WEB w/ (2) ROWS OF 1 Od NAILS 3" O.C. STAGGERED. 5. 12" MIN. A.T.R. EMBEDMENT [ CMU BOND BEAM U.N.O. 0. SGAB TRUSS CHORD w/4'-W 2x SYP #2 (MATCH CHORD LUMBER SIZE) w/ (2) ROWS 10d a@ 4" FROM END & 4" O.C. STAGGERED; CENTERAT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F812/53.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/IGF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. w/ (2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS wl (2)12d TONAILS O MINIMAL CONNECTOR LIND ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM O MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOH ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) SEE [RSH] SCHEDULE THIS SHEET 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1.1 - - - NOTE TO FRAMER - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST l 1-METAL DRIP EDGE C.M.U. OR ICF WALL \ / 2 x SUB -FASCIA 2L�SEE TYP. WALL +-ALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENED 2x BLOCKING NAILED TO TOP CHORD OF EVERY PER NOTE 2 BELOW. OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP• (**) (***) BLOCKING W/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LIST_D IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ 1-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"x33,A" AT 16"O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED S`E (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAION DETAILS (**) ALUMINUM SOFFITS > 1'A" BLOCKING [1�1-) REQUIR'rD. 1 VINYL SOFFITS > 1'-0" SHALL HAVE FOR SOFFITS < 1'A" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4" = 1'-O" �L1;D. 1t1iY4'P9d,* s 1 V. LL W yNN W �I c c W " on W III I. tO In ti ao 00 ti W 3To� ,;„�`� OAe �cn�a� W a o g' 'N Q a LL W o aLu (� Vi �zt: c 3 "tom am � aLcTma ao-TACi O O n W m OJ O DOy a y p�3 ESL N 9. IJ9 O ` �- V) O - W � .. .R W v WWW.FDSENG.COM ❑ ❑ ❑ UI �2 z - CD O O Z N 10 Q ) m W c-itoz N f 11) Ur m - - 4_j En LiJ )ra o �, U Al- t6 U06. .i.■ L✓_ R'f U N E . .. � O C, , j O C It 00 If) a o° N �MYAXDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rJob DIVISION LOCATION: PORT ST. LUCIE Information: O z �Lo � +1 `� Ln W 00iL a 7 • ■ ■ r O 03 V ! (n Ivi Model Name / Number: 1512 VI Plan Issue Date: Friday, May 28, 2021 V KA PROJECT NUMBER: 21-5375 Sheet: 6 Of: 5CALE: 1/4"=1.-U" LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES Model 1512 B BASE - 8'-0" Plate STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) 'APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE U 17'-411 950 322 405 341 8F16 -1B / 1T (M'IN.) 2 31-6f' 6113 739 3524 453 81`16 -113 / 1T 3 7'-811 1843 168 1624 105 81`16 - 113 / 1T q 1U4'-8" 1370 168 520 105 8F16 -1B / 1T ;5 51`-10" 4360 168 2080 105 81`16 -113 / 1T 6 4'-611 6113 739 2707 1 453 8F16 -113 / 1T TYP. TIE BEAM W/3000Il1, CONC. W/1 #5 REBAR CONT. SIMPSON SP4 Vil - 10d X 1 112 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE LINTEL BEAM: —► I� 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT STANDARD HOOKS SEE BAR & 3000 PSI GROUT, MIN. 25" MS05 FOR MORE INFO LAP (ACI 530) TYP. FILLED CELL W/3000 TYPICAL SHEARWALL SEGMENT P,S.I. CONC. W/1 #5 REBAR VERT. VFt ALL SHEARWALL SEGMENTS TERIOR BEARING WALL CONSIST OF A FILLED NTERIOR SHEARWALL CELL EACH END WITHOUT EXTERIOR FRAME WALL AN OPENING BETWEEN. 8" C.M.U. FILLED CELL: FILL 81 CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS "x #2 SYP/SPF P.T. W/ SHOWN ON THE FOUNDATION 2" # 2 PF 2" X 8" BOLTS OR CONC, SLAB SEE PLAN AND FLOOR PLAN. (3)1/2" X 6" EXPANSION FOUNDATION PLAN MIN. LAP 25" (ACI 530) ANCHORS OR (6) 3" X 1/4" FOR MORE INFO TAPCONS OR (8) 2 7/8" HILTI TIX-DNI TOP OFSLAB NAILS — - — - 2x BASE PLATE SEE > PLAN FOR MORE INFO`' ) " WALL TO N.T.S. MS02 TYPICAL SHEAR WALL SECTION 1V1S03 FRAME (EXT/BRG/SHEAR) AAAenAIOV nnNlnlehT1nKI rIr-TAII 20" MIN. LAP #5 REINF. BAR #3 OR #4 REINFORCING 1? BAR All & #4 LAP SPLICE 25" MIN. LAP -#5 REINFORCING BAR #5 STD„ 90Hvvr` ME I APRPII. SCALE: 1 "-1'-0" 36" MIN. LAP #6 REINFORCING BAR * GRADE 40 U.N,o7I #SLAP SPLICE MS05 I REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 114" X 2a/4" 12" O.C. 1 2 x 6 1/4" X 2s/4" 12" O.C. 2 2 x 8 1/4" X 23/4" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. :PRECAST ::LINTEL : w ' a (2) 2X P.T. : n i BUCKS W/ ; 1/2" O.S.B. BETWEEN : r r : FASTEN PT 2X : NAILER TO MASONRY : r r r r r , : r IF DOUBLE 2X NAILER IS USED, USE 1/4-X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 12x BUCK DETAIL 0 N.T.S. PRECAST "U" LINTEL(S) FILLED SOLID W/ INSTALL MIN. 25" LAP SPLICE 3000 PSI GROUT (SEE LINTEL PLAN FOR BETWEEN WALL REINF. & LINTEL MINIMUM SIZE & REINFORCEMENT & TOP STEEL AT EACH SIDE OF LOCATIONS FOR Pill CONT. LINTEL OPENING WHEN TOTAL OPENING OVER MULTIPLE ADJACENT WINDOWS) GROUT TO BE WIDTH IS Il OR LARGER HURRICANE ANCHORS FLUSH WITH PROVIDE SCREEN WHEN N.T.S. TYPICAL SEE PLAN TOP OF WALL 10" BLOCK BELOW IS NOT HOOR REQUIRED TO BE FILLED. (TYP. STANDARD 90 DEGREE HOOK HOOK LINTEL TYP. BONA BEAM REINFORCING INTO 8" x 8" x 16" 1 SIDE VERTICALS WHEN TOTAL ` ' • :: n IN a LINTEL BLOCK ING WIDTH IS y.. z_ IXnaFN w O FILL w/ 3000 psi 6'-0'• OR LARGER ' g y ` CONC. w/ (1) #5 DIA. REBAR ► PROVIDE 3"x3" HOLE IN BOTTOM OF PROVIDE S=D, 90° PRECAST LINTEL TO EXTEND WALL REINF. STD. 90 DEGREE HOOK W/ r/IIN. 25" LAP THROUGH AS REQ'D. �� ANGLE 3000 psi SPLICE ON EA. END ��: �. „ .• �:' CONC -W/ (1) #5 WHEN Tn_TAL OPENING REBAR BOTH SIDES . REBAR BOTH SIDES DIA. REBAR IS ii OR LARGER OF OPENING U.N.O. OF OPENING U.N.O. 12" OR LESS ; PROVIDE KNOCKOUT .��: •:�;.: INDICATES BLOCK FOR FIRST .:,: ::, " FILLED CELL COMPLETE CMU TOTAL OPENING WIDTH 11 FROM FTG. TO COURSE BELOW SILL & `• BEAM w/ (1) #5 FILL SOLID W/ (1) #5 BAR WHEN TOTAL OPENING ' ' BAR Ig g•.0" OR t ear,Fw r ' r 8"x8'x16' CMU Ill J . L� TYP. DOWEL ' 25" MIN LAP } (AC1530) SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION N.T.S. I MS01 BLOCK WALL REINFORCEMENT N.rs. O O � LINTEL PLAN ELEVATION "A" & "B" SCALE: 1/4" =1'-0" GENERAL NOTES 1, AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING All MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F = FILLED WITH GROUT / U - UNFILLED #b REBAR AT TOP MIN. (1) REQ'O R - RECESSED QTY. OF #5 CLEAR REBAR rug BOTTOM Q , y�..�. OF LINTEL CAVITY TOP KNOCK OUT j = D LINTFI.FILOCK COURSE 8F16-113/1T z [QUANTITY Lo GROUT AOMINAL OFWIDTH . #5 REBAR AT #5 REBAR AT , BOTFOM OF NOMINAL TOP o LINTEL CAVITY HEIGHT BOTTOM REINFORCING 75 8"ACTUAL PROVIDED IN LINTEL (VARIES) TYIPF DFSICNATION 8" NOMINALWIDTH GFNFRAL CONCRETE LINTEL MATFRIAI S f;FNFRAI INSTAI 1 ATION NOTFR 1, f'c precast lintels = 3500 psi. �, Provice full mortar head and bed joints. 2. f'c prestressed nrteis = 6000 ps . 2. Shore filled lintels as requirec. 3. grouted per ASTM C476 Tg = 30M psi w/ & Installation of lintel must comply with the archtectural and/or structural drawings. 4. maximum 3/8" aggregate and 8" to 11" slump. 4_ U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 5. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. minimum net area compressive strength = 9000 psi. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 6. Rebar per ASTM A61-5 Grade 60. longer with a nominal height of 8' meet or exceed L/180. Prestressing strand per ASTM A4t6 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 270 ow relaxation. 7. 7/32" diameter wire stirups are welded to the bottom stee' for mechanical anchorage. 7/32 wire per ASTM A510. 8. Cast-Implace concrete may oe proviced in composite 11nte in lieu of concrete a. Mortar per ASTM C970 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 end ACI 530 10. Florida Product Approval N0. 158.1 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a cost irg of stucco applied In accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loadingwith the following equation: .Applied vertical load F Applied horizontal bad < 10 Safe vertical load Safe horizontal 'cad — O O ". O �• O O O t. 8RF6-OB/1T 8F8-0B/1T O © O' O O O O O 8RF14-16/1T SF16-16/IT O J O © 8F20-1B/1T O� 0� O O O O .O; 0 8RF22-1418 B/1T 8F2/1T O O 81`28 1B/1T 0 O O 0 8F32 1B/1T 0 REVIEWED FOR - _. , FORM & GROUT SOLID E Copy O s' 81712-1 113/1 5 BAR CONT. RM851 12" LINTEL DETAIL 3/4" = 1'-0" ,(,�ubee:rE�Oiv d Cq 1 L^ 0 eZy°1�y 'N L' N N (D LA Iq 00 Ir- av m a 0 1,, I.i le ogo", M W W Ltd 00 1- Ak 4k 4k V m cr10 rya` k I N 60`di 10 JJ LL LL U- W LU N AS c c o 'gt mt w �_ a, "�•" W m m E F- d5uuma = VUi Ye.Gw WWW.FDSENG.COM ❑ ❑ Z Z o0o Z N •O Q d In D TC Z N m J LUQV�)y Q P 0 w All Lv M ru U N I_ �....�-- F DO v 000 c00 Q N 10D fill DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: O z W v LO 0) m � �, m m ai r i a- m . 'mil' co N L d Z Ln o .I m U) (n ♦ Model Name / Number: 1512 ♦ Plan Issue Date: Friday, May 28, 2021 ♦ KA PROJECT NUMBER: 21-5375 Sheet: swimim Of: • A LINTEL PLAN 0 2x6 #2 SYP P.T. ­­, W/ (2) W'xY WEDGE ANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA x 8" 1/2" X 8" A.B. W/2"______M "J"BOLTS WASHERS SET IN, FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL SECTIONAL O OVERHEAD DOOR CONIT 0 W006 P.T. #2 SYP 2" X 6" T TRIM 4 2'x6" P.T. WOOD JAMB clsll 0 DOOR AND CONNECTION PER GARAGE SLAB 1:'00 GARAGE DOOR MANUFACTURER cu TYP. GARAGE DOOR TRACK MOUNTING DETAIL O 2� Fol lL MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CO Itt 0 0 -a 04 CO LO r­ w 00 , LO w r- F M to _j _j Uo Es 04 0) U. LL 4, Lu .0t '0 . a. 2 0-- 6. BLOWN -IN R-30 INSULATION PER FBC "a L4 '6 o�iLLmtu Lu z ga Z '0 AND ENERGY FORM SUBMITTED PERMIT APPLICATION PROVIDE BAFLIES s C c� M C) uj BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) W 00 ;z N ? Lo C'4 Bit CA FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION 12 FIBERGLASS SHINGLES OP. TILE ROOF (PER ELEVATION) & 8 a. V) 0 2 PROVIDE BAFFLES AT EAVES SEE PLAN 1 OVER APPROVED UNDERLAYMENT 9 4, SEE PLAN (FOR VENTED ATTICS) PER FBCR 905. 1.1 OVER APA 0 4 t5 WWW.FDSENQC0M [1 0 El FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - TRUSSES @ 24" O.C. XHI - ON FRAMING SHT. FOR 12 0 OVER APPOVIED UNDERILAYMENT SHTG & FASTENERS. CD PER FBCR 905,1,1 OVER APA z 0 04 10 ROOF SHEATHING - SEE SCHEDULE- PRE-ENG. WOOD MH1 - ON FRAMING SHT. FOR TRUSS ANCHOR (SEE PLAN) A'_ TRUSSES @ 24" O.C. SHT'G & FASTENERS. SEE PLAN FOR yy�� 1% —TRUSS ANCHOR (SEE PLAN) BRG. HT. 1/2" DRYWALL FELT PAPER OR ETAL DRIP EDGE W) z jj 111111 TO BE INSTALLED ON OUTSIDE r, FACE TRUSS PLATE 3/4" P.T. NAILER ZX SUSFASCIA Ao V) cn SOFFIT. SEE ARCH. 4--J _4*--METAL DRIP EDGE 1/2" DRYWALL 1/2" DRYWALL PLANS CURTAIN NAILER —8x8xl6K.O. U w ca Wo LLj CONNECT ALL 2x STUDS�_2X SUSFASCIA 1 x 4 P.T. @ WINDOWS LINTEL BLOCK rl 1 x 8 P.T. @ S.G.D. vi W/ (1) #5 DIA. REBAR & 0. H. V) a cy) rvul To TOP PLATE WITH (4) SOFFIT. SEE ARCH. 16d TOENAILS PLANS Z 7[/ 3000 PSI CONCRETE SEE ELEV, "U" C) I.- '4> PRECAST LINTEL SCHEDULE B — ID 1/2" DRYWALL I SEE PLAN FOR HEADER SIZE SEE JA 0 0 CD 00 tiY L0 0 DAMS HOMES OPTION 15/32- OSB EXPOSURE I ON O.H. EXT, WALL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE T1313 FOR NAIL ATTACHMENT. ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 13/4" PLY ATTACHED W1 (2) ROWS OF 16d NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. ell NOTE: 44" MAX. SILL HGT. ON FILL CELL -(l) #5 DIA. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI 3000 GUILIFIBIREEZE PARKWAY CONC. ALL LOCATIONS GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN SHOWN ON FOUNDATION & FLOOR PLANS (G.C. TO VERIFY W1 FLOOR PLAN u DIVISION LOCATION' PORT ST. LUCIE LOCATION OF OPENINGS IN LA IA EXTERIOR WOOD WALLS. IF NO v Job Information: OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). ON NOTE: 44" MAX. SILL HGT. ALL BEDROOM WINDOWS. cc)'r)!E VINYL FRAMED WINDOW C( Ail e",'t CEMENTITIOUS DECORATIVE WINDOW STOOL W1 SCREEN T 7 1111000 PER SPECS PRECAST CONC SILL FINISH 7/8" THICK PER ASTM C-926-98A IA PAPER BACKED FOIL R-4.1 LA AT CMU BLOCK WALL JAv 2X STUDS (SEE FLOOR PLAN FCR INSULATION MORE INFORMATION). SEE TBA 1/2- DRYWALL PER FBC AND ENERGY FORM EXTERIOR FINISH - SUBMITTED WITH PERMIT z ON SHEET 6 A. (SEE ELEVATIONS) LO FOR NAILING INFORVA-_0N zOR APPLICATION ud 0 0) W co 'I R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE -FED FTG. DOWEL #5 DIA. REBAR I x 2 P.T FURRING 17" IN CONCRETE - 25" 1 x 4 P.T. ABOVE > " - M a) 0) M 4� w AND ENERGY FORM SUBMIT wl 1/2 x 8 A.B. OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32' O.C. EXTEND (ACI 530) BASE NAILER■ SLAB. ALL LOCATIONS SHOWN r- z co .3j 0 > a) MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN (D Q- WOOD BASE FOP, TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR CO t� Lu M '0 '0 FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP OF SLAB F MM (h (h V Model Name Number: L Cl PVI co ao 15:12 GRADE GIS GRADE T _l u U i� Lu 3: J 11A V1 CLEAN n 090 SEE PLAN FOR Plan Issue Date: Friday, May 28, 2021 COMPACTED Lu lj� — - - ft i RE BAR QUANTITIES_ 4TT FILLMt, ll- "T V1 KA PROJECT NUMBER: SEE FOUNDATION PLANI SEE PLAN SEE FOUNDATION 21-5375 FOR FTG REQUIREMENf§ PLAN WSOIFTYPICAL WALL SECTION 81, Cmu 3/4- = 1 Sheet: S=2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" TYPICAL FRAMING DETAI LS WOOD WALL OR TRUSS, SEE PLAN STRUCTURAL SHEATHING VARIES W ROOF SLOPE 2X4 CONT. w/ (3) 12d COMMON NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM LD02 SHEAR TRANSFER EXTERIOR WALL N.T_S- 2.7 m m zo co 1" i °fi" life U L.J L1 (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 = 0.248", L= 3") OR EQUAL ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D @ 0.182", L, 3-1/2") OR EQUAL (D = 0.162", L= 3.1/2") OR EQUAL 1)) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE 1/4"DIA. x 51/2" LAG OPPOSTE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN • • FILL 1ST, 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. ,. OVERHANG --A FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. SEE GE05 FOR ` STANDARD ` GABLE END ♦♦♦ I \l FRAMING ?♦ I\` I \ I ♦ I ` I Z + +) u� I+ +I N I o 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. I n _j J + +1 + + 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT TOP PLATE ATTACH w/ (2) 12d NAILS O.C. STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN 2x4 STUD PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM 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 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 GE15 FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @) 16 O.C. RIPPED BOX HEADER DETAIL 0 ►F ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CIVIL AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU_ /16" O.S.B. A, SIDE X BLK'G. D O.S.B. V2-8d A. END EDGE VIEW SP4 AT (3) 16d SEE PLAN COMMON FOR WLL 24" O.C. NAILS(TYP)� HGT. • • •, •LOCATION ---,a,, A1011,00 ` 410001, ' O.C.• • • ' .d • ►\ EACH END TYP. '1 1' • • • t © ( • • . • :• ABOVE ELEVATIONSEE •' ROUND/ SQUARE •• • :• AD EACH END I,,•. WINDOW OR DOOR OPN'G �CMU ROWS 12d @ 3" O.C. OUBLE 2x4 TOP PLATE 48„ 2x8 STUDS-, PER PLAN (SIM. w/ 2x6 STUDS) _E 12d TOP SPLICE 2 ROWS 12d @ 3" O.C. 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 JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10' 0" 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) ilr * HOLD DOWN CONNECTIONS NOT REQUIRED* BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO, & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2 x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE I j f f� 15 ,. cD (0 o W 0 t- 0000 c P• O N OaI U_ LL U_ E •- 4 Off' E abQ cc9wv, D a>�w�L W fd Elw � m_ W � ��E d W 3 ^off 7ta�a' Z 0 Y v3a� YNo 3 I0 — wt�4 ai5t-2 O -15 7� Wcnm O J LU Ill a- m Q N v._ Q Q '15 C! o o T� d '$ w F-- •'� WWW.FDSENG.COM Il 11 Z c*7 - o 0 Z o Z N ry J = ✓ / � _ Ln z1`' cv l/f VI am Lu o � w una U. �m U ENE ' C�ti � aod40 Q N 0 w \DAMt.. S HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O O `� 0) W � M a L � N O.. ) m N ri •��. a — QJW� J00(n(n n L�°l Model Name / Number: 1512 Plan Issue Date: Friday, May 28, 2021 KA PROJECT NUMBER: 21-5375 I Sheet: S=3 (Of: I MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2" =1'-0' WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH] SAME SPACING AS BOTTOM CHORD LATERAL BRACING , - SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYF' TO BE LESS THAN (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 45° - MINIMUM 2"x4" '' ` 8d NAILS @ 4" O.C. IF > 9" CONT. 2X4 #2 SYP 10D X 0.131 @ 8" O.C. EA. SIDE CROSS BRACING ' WALL AND ROOF (SEE PLAN FOR a- -' SHEATHING, SEE TB13 LOCATION) ...z ` BLOCKING ' _ FOR SPECIFICATIONS 2x4 SYP L BRACE FOR 00 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5' 11" TALL. APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR ,! THEN 48" O.C. AFTER. NAIL w 312d @ EACH END & L -0" AND TALLER. AGABLES TTACH CROSSING AT 45 ANGLE. / (NOT REQ'D SHORTER) O 12d NAILS @ 4" O.C. FASTEN 1 ON y BRACE CONNECTOR FROM GABLE TRUSS NE FROM CONT 2x4 SYP OR SPF SPANNING (4) _ TRUSS BAYS (8'-0"} NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d , w/ 3.12d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS PER JOINT ' 1ST 4 BAYS) 12!rj TO TOP PLATE w/ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING - 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT �"— 4 BAYS NAIL OVER X-BRACE AS SHOWN 2x4 SYP OR SPF BLOCKING AT 48" O.C. MIN, BETWEEN TRUSSES @ 48 KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING TRUSS w/ 3-12d NAILSEA.MASONRY WALL SYP w/ (3) 12d CHI EACH TRUSS WEB NAIL TOP OF "T" TO GABLE ; ROOF SHEATHING, SEE TB13 FOR ATTACHMENT TRUSS w/ 2-12d AND 1 ,� JACK TRUSSES, SEE �., `•� SIMPSON 1/2" ��,�•,` PLAN. �, 1010dx11/2 NAILS TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAILVER N.T.S.N,T.s. FASTEN (1) SIMPSON HGA10 1 @ 48" O.C. w/ 8 1/4"x1 1/2" � SIDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 212d TOENAILS NAIL TOP OF "T" PROVIDE 2X4 MIN. BLOCKING AT TYP. END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM �', CENTER LINE OF HIP/RIDGE, AND 1-SIMPSON H8 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS^ cHOR�ACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE P. . A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T,s. g WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP o TRUCTURAL PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 LL TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2)1 D NAILS MINIMUM 3 12d ) y �o N N m a d .� ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR *SPACED AT 10'-0" MAX SYP TRUSS BRACING SEE LO 00 r � 3 8 � m $ PLAN d IPAN � � d m L LL LL BLOCKING J ppl+yy oppp uj2X4 a 3��d tpN�g w a TRUSS H0° BETWEEN TRUSSES HIP o p Y LL y� 7 iC � 3 of �jp�pp y y{. �ANO � O 3 •�N N W In 11 6 J J 2N m� ¢ m 1Q— o a- c O U J (n I— E O TB03 HIP RIDGE BLOCKING DETAIL N.T.S. [IB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. — !: m H Z WWW.FDSENG.COM z S TRUSS NOTES: z _o Z N Q `GS 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 IS THE MOST COMMON CAUSE OF ACCIDENT a LO BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE I 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 CD m BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. w u 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. a� w AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5- PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. c J M SEE TYP. TRUSS BLOCKING DETAILS U �N;✓ 11 cC) �gg Ste° SHEATHING �, f 00 3 TO 4 TRUSS 2x4 AS SHOWN c 00 TRUSS SPACES ALTERNATE DIRECTION N Q o RUS ' DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. a SEE (2)-1 NAILS` W/ (4) 12d TOP & BOTTOM OR H5 TRUSS SECTION TO E TRUSS FLORIDA CONTRACTORS LICENSE 0. CRC133014 OR HCLR/LL IN PLACE OF (4) 100 REQUIRED � RAFTERS GREATER THAN 8'�0" 3000 GULFBREEZE PARKWAY a... ....1 1 D UBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE FLORIDA 32563 SEE PLAN OUBLE TOP PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS VARIES w ROOF DIVISION LOCATION: 2x STUD WALL SEE PLAN SLOPE .\ PORT ST. LUCIE CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ / \ \ 2X4 SPF BLOCKING / / \ Job Information: (4) 12d WHEN IT LANDS SPF 48" D.C. w/ (4)12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 gLJKJNG. NAILED C5 EACH TOP & BOTTOM OR H5 OR SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d @ 48" O.C. \ \ \ C. MAX. REQUIRED w/ (2) MTS12'S R0 RAFTERS GREATER \ / 0REQUIREDD B COLLAR TIE RA EVERYrd \ \ 2x4 SPF BRACE \ @ 48" O,C. - NAIL w/(4) / \ \ 12d AT EACH END & \ \ ALTERNATE DIRECTION ry SHEATHIN \ \ CB \ 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) Co EACH END, CONT. EACH BAY TB / / TRUSSES c +� Lt7 O (1)c)) B 2X4 SPF W/ (2) #7X3-1/2' pg WOOD SCREW EACH TRUSS / / SEE PLAN W i ALTERNATING OR H5 @ 48" O.C. BLOCKING I(1) PRE-E NG. TRUSS / / CD N \ CONT_ ROOF SHEATHING AT TRUSS TOP SHEATHING ALL HAND FRAMED AREAS TYP. STRUCTURAL CHORD AT \ \ �M• W (D SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / tf J � m � 2X4 P.T. BLOCKING BETWEEN X.T.W 2.12B NAILS @ DIAGONAL WOOD . 2x8 #2 SYP RIDGE BEAM TRUSSES/ O AT 8%0' .TRUSS EACH END MAX 2x6 RAFTERS @ 2'•O"O.C- � (LISP MP4) @ \ \ / / 2'-0 ON CENTER \ \ / / \ /\ / 2X4 SPF BLOCKING BETWEEN TRUSSES Y V r n ' ^ � � m v J v J Model Name Number; MAX. W/ (3) 12d COMMON TOENAILS TO RIDGE BEAM \ /a \ 3)12d0EA. WALL BELOW 2X4 RAFTERS FOR SPANS LESSAN END (TYP.) / \ 1512 (SEE PLANS FOR TYPE) / 4FT @ 2'•0" D.C. MAX W / (3) 10D J CONC, MASONRY COMMON TOE NAILS TO RIDGE BEAM SEE PLAN 2X4 CONT, AT STEEL OR WOOD VI Plan Issue Date: T & B CHORD BEARING SUPPORT Friday, May 28, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE VI KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE - SHEATHING INFORMATION 21-5375 2x4 S.Y.P. @ 16" O.C. Sheet: S=4 Of: T11306 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. T11315 EXTERIOR NON -BEARING WALL DETAIL N•T.s. ROOF FRAMING AND BRACING DETAILS i3 C. a C THERMA TRU INSTALLATION��������������� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when Securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. Fa ra L1411111A. SPAC EVEN 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES 3„ SPA =VE n SINGLE DOOR W SIDELITE �n 6' >PACE :VEN LY 3" 6 SINGLE DOOR W/ SIDELITES J J 1 " E DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. O TOP OF SLAB 00 Z I 'll III e — I°.Ili, II ° a q d v 16" MIN. DIAMETER I CONCRETE FOOTING PROTECTION E3*ARRIER DETAIL N.T.S. 8 .......... .... :........ $.. SEALANT L. NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING " NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 010 , Line-vallee bycentering cooao °a,�os „ wide - rawer° oh ertainTeed WIn erGuar>ii d dr�Q of PCB 0 \ aterproafingS Ingle e nderlaymentor r7? \ 130011 A! aP cuivalentdir to oatse tye F'd�`� at01 ' o k. 5m 0 AJ rcjse 3to G� CoOtBe to �o s / Rake Metal ` o not nail withir ` Drip Z2 6" of Embed each shingle Edge valley centerline n a 2' 0 a wit` strip of asplaalt rag ng a men.. Cut 2" tea. diagonal orgne oltyt unmet r Save 7" pieces to use In 5th Coast Cut shingles 2" back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL AT ENTRY TEXTURED, PAINTED ETTER. WALL FINISH 6" X G" H GALV. FLASHING CENT= PIASTER STOP -- ROOF — SHINGLES 6" X 6" H GALV. FLASHING CONT.--\ ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMLM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL FLASHING DETAILS NOTE: THIS DETAIL IS IDS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION 511 -Etend the shingles over the rake and eaves about 1/2" if drip edge is used, or about 3/4" if no drip edge is used. SPACE EVENLY INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW N AND/OR SGD FRAME MIN,) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" '' N x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK „ INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS L1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY a \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. —1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 1/2" MIN. E BEDA+kENT 2X WOOD FAAMEWOOD S�C�EUJ BY OTHERS SHEATHING aY OTHERS ..-,.,." CAULK 8ETWEEN FIN &SHEATHING EXTERIOR 14" MIN. EDGE FINISH DISTANCE BY OTHERS PEIIMMETER 1/4" MAX, CAULK SHrM SPACE BY OTHERS O,A.. WINDOW HEIGHT EX INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S E9 R905.2.6.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A ?AIN'WUM OF 31n (76cm). EAVE DRIP EDGES SHALL EXTEND %in 3ELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF tin. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE LNDFRI. AYINFNT. IF INSTALLED OVER THE UNDERLAYVIENT, THERE SHALL BE A MINIMUM 41n WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE, DRIP EDGE SHA'-L 3E MECHANICALLY FASTENED A MAXIMUM OF 12fr ON CENTER. WHERE THE Vesd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.31S 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 4INCHES ON CENTER Maaamum Fastener Spacing Wall Framing: (lambs, Head and Sill) #2 Spruce/Pint/Fir p„ 8 —4--I Or Better Silicone #10 x 1-1/2" Screw -- �— #1a�- Screws Minimum Penetration Glaz,ng Bead Mounting 1 Fin`' _ Cross Sector) View i I rcirtenor View OF Fixed V&dDN ii i 1 Mnimum 1 trT Silicone Eaterhor Sheathing (Vote: We stronglyrecommend the use ofi9ashing and/or nashinp tapes and sill pans as stated InASTM E2112-01. However, due to variation In codes and building types, It Is left up to the end user to determine the proper Installation of these Items. pour a rrh the bubblee wrap rivi be peeled back for inspection, bu, Pleas_ ;re (t p ,aM Zile blocks F, CnI, scratc .:s and a ,r er lan,aye a 1W constrLC`0.1 is c4la;A"s'e. Step 1 Measure to be sure the opening is 3/8" to 1/2" larger than the window size both vertically and hDrizontaily. { You may wish to pre -drill the installation holes in the fin at this time. Viepre-pinched holesin the !!Feg Ile as VW are not c[+d Step 2 Apply a generous head of silicone to the backside of the mounting fin. Use enough silicone to sufficiently fill all voids between the fin and the wall sheathing. Step 3 Insert the window Into the opening from the outside. The window Is labeled "inside" and "outside", but If these Fels have been removed, the glazing bead should always be to the inside of the building. Step 4 Install shims under the sill, adjusting them until the unit Is plumb In the opening. Shims should be installed under the sill every 2 feet. The window should be basically centered in the opeI with no more than 1/4" gap between the window and wall frarn' . Step 5 Install a #10 x 1-1/2" Screw 4" from the comer of the fin at each end of the head, sill and both jambs. Step 6 Install the remaining fasteners in 8" increments from the caner screws to the canter of each frame member. Use care not to over - tighten the screws and pull them through the find. Also, make sure the screws go in straight and do not cause the frame to bow, Wall framing should be a minimum of aft 5pruce/PlWFir. Fasteners should be #10 screws of sufficient IeI to achieve 2-3/8" Fnetrabon into the wag and no less than 1/2" from edge of framing. Fas[erter quantities needed in each side of frame to achieve 8" i Leno of Frame Member 10" 18" 36" 34" 42" 50" s8" 66" 7w e2" 90" 98" Number of Fasteriers 2 3 4 1 5 1 6 7 a 9 1 10 11 1 12 1 13 Step 7 Remove one silicone our from around the fin and Inspect for holes or voids. Use silicone to fill any voids. Step 8 If desired, a foam insuWtlai can be applied to the interior gap between the window and wall framing. if applied, this must be cite HOM EXPAA'DIMG' fYPP WA Step 9 Since these windows are typically used in rooms with high moisture, de; bathrooms, it is recommended that the interior gap between the window and wall Framing also be sealed with silicone and tooled so as not to interfere with the installation of wallboard, 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 thre bloI with a mild nt and warm water using a soft Both. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: J.- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Roofing: 1st Choice COUNTY COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE, W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE COUNTY APP. Florida Metal Products. Inc. FLAMCO "Off -ridge vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOF 1" FROM EDGE AND 4" O.C. TYPICAL MAX ROOFING UNDERLAYMENT: to 1�t 0 " rs 2 v i z� .Fro F v to 00 W 83T`�±. 08 oaa C� LE, Wv mini 'u Nei COC ME UJ 1,0 z LU to t ��s a a ry y ill U Ki W aV m Wes, 3 10E m 3 1— S Ctl a6�6a g' $Hrn III 0-0:0 J 11.1 CL • .Wy m _J IL Q d � cW I3 all O �L a Approval # 2" J ❑ ❑ ❑ www.rDsrNG.COM [ L2 ) Z o � FL30310.1 J d �i to z N FL21580.1 R-2 U m XQ)LU LL LU 1st Choice TAMKO BUILDING TAMLY inKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R9 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH "V — R905.1.1 Overhead Garage Doors: 53W5 +30.0/-30.0 CLOPAY 1st Choice 16 x 7 2"x6" P.T. WOOD JAMB WITH 53W5 (5)1/2" DIA, x 8" "J" BOLTS 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN 16" 0 e, +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR SOLID FIBERGLASS DR ALL ONE O w � t/y c t17 = c c+') ►— �; cm utya FL16546.8 0 00 z ' °�' Sig U 8o 4' 00 FL15279.84 c <C N o ao FL20461.11 m ` ® HOMES FL20461.12 FL20461.1 2nd Choice PLAST PROLITE LRIES THEREAFTER. (TYPICAL ALL 4 SIDES) FL15215.2 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sidelights PLAT PRO RU 0461.2 FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD Alum. reinforced FL15332.4 DIVISION LOCATION: PORT ST. LUCI E n MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL15332.12 Windows: VT Job Information: /1 O 1st Choice +40/ 50 MI WINDOWS 3540 SERIES Twln Single Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1-A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE IY2" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 17676.9 El +40/-50 MI WINDOWS 3500 SERIES Single Hung (flange) FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES Single Hung (fin) FL17676.2 MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame I- Mullions: Z M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1'/4 W 0 (n LO 0) N t6 d' M-1926 Horizontal I MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM 1 FL 15804.2 Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1'a4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction of Plygem / Variform Double 5 standard Plygem Double 5 standard vie i Double 5 standard (vinyl) 10" sta les solid 144 vented -145 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st ChOlce SHUTTER & GLASS I Storm Panels I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: Z >_ m M CL N r4 a s t o se r f m � 00 Cn U) FL18644 R 6 VI —Model Name / Number: FL16503.4 R5 1512 FL12194.1 FL12194.2 V Plan Issue Date: Friday, May 28, 2021 FL16293 R3 V KA PROJECT NUMBER: 21-5375 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD Up WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS � R703.1 General. Exterior welts shall provide the building with a weatherresistant exterior wall envelope. The exterior wall SELF -ADHERED FLASHING TEMPORARILY BARRIER DOOR ROUGH OPENING _ TO BE USED. envelope shall include flashing as described in Section R703.4. WEATHER ` , WINDOW UNIT R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the OCRESISITIVE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as BARRIER WOOD FRAME CONSTR. SLOPE TAPE EXTERIOR SELF -ADHERED FLASHING 3!4"•1" BEAD OF CONSTR. O.3 In : 12.0 In SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 InssEuat�oww7ow OR EQUAL WEATHER PROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where WEATHER SELF -ADHERED FLASHING EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. joints occur, felt shall be tapped not less than inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or othererapproved oved water -resistive RESISITIVE CEMT. FIN. barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER PER FBC-R (CURRENT EDITION) 703.7.3 manner to meet the requirements of the exterior wall envelope as described In Section R703.1" SEAL TOPS OF JOISTS!��l - UNDER DECKING SUBFLOOR R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where (SEE DETAIL WP07) SELF -ADHERED FLASHING applied over wood -based sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST to the water -resistive barrier Is directed between the layers. 1. Cut, fold up & temporarily secure weather Refer to the number marked as ®in each detail that corresponds to the resistive barrier above header to allow for flashing installation BUILDING numbered Items In the IISt Of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashing plus head flashing under weather greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater 1. Install self -adhered flashing in order as shown by numbers 1 .� PAPER -absorbing layer or designed drainage space. resistive barrier 3. Fold weather resistive barrier back over head flashing and 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's Instructions. Metal flashing shall be Scale: NTS SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING Scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water Into the wall cavity or penetration of FLANGED WINDOW 1 W P 02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W PO 3 water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER W P O EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In y i • , 3 p r �� EXTERIOR SHEATHING - RUBBERIZED ADHESIVE exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved y M I - .1 - 6. Fold as shown b arrows �} - �_ EXTERIOR SHEATHING 3J4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT y fleshings shall be installed at the following locations: . ; ., 1 F , . r� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit ' THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING V i Y UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner 1.Exterior window and door openings. Flashing at exterior window and door o mgs shall extend to the surface of the '' ` " (SEE DETAIL WP01) 8. Mechanically fasten as necessary P� ^ �� REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING SCORED y y exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically e s LETTER ON CHEMICAL � .+ RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed COMPATIBILITY ° in accordance with one or more of the following: c C, r N x �.. _ (BEFORE FOLDING, SCORE SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the SELF -ADHERED EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's instructions. Where flashing VERTICALLY FROM FLASHING instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. BOTTOM OF THRESHOLD Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to MECHANICALLY FASTEN AS a s � the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides. SECTION -A SELF -ADHERED FLASHING 1.2In accordance with the flashing design or method of a registered design professional (SEE DETAIL WP02) 1.3 In accordance with other approved methods. SELF -ADHERED O 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ FLASHING ' 2 WDMA 300 or FMA/AAMA/WDMA 400. z 5 2. At the intersection of Chimneys or other masonry construction with frame Or stucco walls, with SELF -ADHERED FLASHING projecting lips on both sides under stucco copings. NAILING FLANGE 1 O 4 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS 6 4. Continuously above all projecting wood trim. D „ � � O O DO NOT FLASH OVER UNDER DECKING ] H BOTTOM NAILING 8 (SEE DETAIL WP07) 2 J O O as FLANGE 5. Where exterior porches, decks or stairs, attach to a wall or floor assembly of wood -frame construction. _ i- O � M1 pso 6. At wall and roof intersections. SELF -ADHERED FLASHING SELF -ADHERED FLASHING /� /P 0 SELF -ADHERED FLASHING /t, / p0 �` Q Y m °' W HALF ROUND WINDOW W PO4 EXTERIOR DOOR WITH DECK �► V INSIDE CORNER �/ N r" lJ 7. At built -In gutters. m m m g uU a ��.� a SELF ADHERED FLASHING l DD UJ go Is 0 ` W o N m O PROTECTOR._ N � N M a DECK SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster o in accordance with in accordance with v {� '� • I q N �) _ ,,� ASTMC926 ASTMC926 .� SELF -ADHERED Felt backed metal Felt backed metal � - FLASHING PATCH n accordance lathe in accordant 0 lathe �� i e e l e with ASTMC1063 with ASTMC1063 z o 0 z SELF -ADHERED FLASHING WWW O O CN DECK PROTECTOR-s Building Paper Building Paper p CAa !✓ u, , _+ i ti.�," �' 1 f f r• i 7/16 O.S.B. sheathing - sheathing 7/16' O.S.B. � � � � � j�'�' Keep top edge 0 11 i 7 I I i a t DOUBLE SINGLE OI S t JOIST "�r�� Metal 1 I SELF -ADHERED FLASHING h ', g of weep screed JOIST I Flashing " a- � i ` � �I � ��� � 2 below top of � o SELF -ADHERED FLASHING - bock - _ r 1 ,fir l 2 �� ; Unperforated I "# W Vulcum g cauk bottom Ul 3" MIN 4 �� Flange 7/8" Weep Screed t° m joint only U _ E Maintain w o ,. y 5 ••- Metal Flashing WeBote Screed m of 3-1/2" Unperforated = o y SELF -ADHERED FLASHING APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN p Flange 7/8" Weep Screed G o s © i SELF -ADHERED FLASHINGr/�/DO� WPO$ ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE WP09 1 1/2"to 2" \HO.8362x;DECK JOIST Y Y r OUTSIDE CORNER INSTALLATION OF THE BUCXRECEPTOR. Above Roof a N o w 1 /2" Cementitlous 4'•� Sheathing Decorative Finish DAMS HOMES - All inside and •••0'• •'O. ____ ___-------'� outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 •��'�•�• need to be miter 3000 GULFBREEZE PARKWAY EXTERIOR WINDOW UNIT ' • • cut and caulked all GULFBREEZE FLORIDA 32563 •� Cement Plaster butt joints need to CEMT. FIN. in accordance °• •O•'•� becaulked using DIVISION LOCATION: BUILDING PAPER SLOPE SLOPE with ASTMC926 •• ' ••, Vulcum caulk for all PORT ST. LUCI E SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd SLOPE in : 12.0 in (0.6 cm : 30.5 cm) (0.6 crn : 30.5 cm) floor _ Job Information: (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~"-- EXTERIOR CEMT. FIN. O BUILDING PAPER WIRE LATH 1 /2" Cement ALLPlaster Finish SELF -ADHERED FLASHING . o �' e-I v7 � Block W 3-E m 2 1/2" Perforated M a WIRE LATH sx •o• Flange 1/2' Weep N N o > _4 a o E BUILDING PAPER Cement •••'.•g, Screed ■ ■ ■ a BUILDING PAPER Plaster ULL~ V to over block 1 st floor J M w w Lo LL EXTERIOR Install bottom Vi WINDOW UNIT CEMT. FIN. Model Name /Number: _ Slab edge of weep screed 1" below 1512 finish floor Plan Issue Date: OPTIONAL DETAIL Friday, May 28, 2021 Ell KA PROJECT NUMBER: 2 2 Note: 21-5375 3 3 ® paper and metal lath The building pad WEEP SCREED DETAIL Sheet: must be installed over the top of W P Of: SELF -ADHERED FLASHING WP10 SELF-ADHERED FLASHING WP � � SELF -ADHERED FLASHING WP'�2the weep screed SCALE: NOT TO SCALECEMT- FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL WATER PROOF DETAILS 42X42 A/C SLAB MV B1 F)F) KAINI 2' FROM 5" bath duct to roof cap w/ standard 70 cfm both fan —fig 5" bath duct to roof cap w/ standard 70 cfm bath fan 4" dryer to roof c w/dryer , I Cz 5" bath duct to roof cap w/ standard 70 cfm b6th fan \-Z 0 ,� a � 12x12 rac U) 0 2.5 TON W/5W @240V 1PH 18x10 plen 0 scale 2x6 I wcd (ILI platform by 115 �, U-i LLJ bldr EID 1, I -V C E A "j" CL NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED L 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS 0\ z LC) Transfer ducts/grills sizes in compliance 0 1 with Florida Resider tic! Building Code—V1602.4 balanced return air. EXCEPTIONS 1-3 z UJ License E F (;()PY M E-- --J Cf) C) I Rating Must have a minimum clearance of 4 inches around the cir handler per the State Energy code. All duct has an r=6 insulation value.