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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1. LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/15" 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 01 HER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATE-D AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER 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 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 EVERTS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT 'THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3- ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA- SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED, 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1,7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I 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 "NATIONAL S SPECIFICATION FOR STRESS 0 TRUSSES SHALL BE DESIGNED IN AC CORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN . PREFABRICATED WOOD R 2 EFABR -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 31&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 READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-} 29.9 0 37.0 (+} 26.5 (+) 26.5 20 O 28.8 O 34.4 0 s 50 (+} 24.8 (+) 24.8 4 O J O (_) 27.1 (-) 31.1 i I YYY Q 0 (+) 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'-0" OF ALL EXTERIOR BUILDING CORNERS, * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC 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 "STET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed in the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER 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 4t5 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 9308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction, All construction MUST be in accordance to the information found in these documents. Any questions regarding the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/4"x 21/4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 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 Assurance Manager immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Designer/Engineer. 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. UP, CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS, SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DAMS HOMES Of Northwest Florida 0 WLF R E EZ PARKWAY I�\!�','�Y CY FBR EZ E . EE [ I D,�\ : ' 55 ��: Mfl _ I 1 1 1 '-?;0C v(' yT or, , . %S' >, •jai. xa°"�'' � -d ��m P 117 N � LO w 6W 21 .� m �ScE�m Ort w w I c 01 0 = m . � v$� � Z FA �v �" W a a U. � {"r 4 ii J ega � Hwdy9.W2a 13 O af 0Zvpd g.E- Y3 . NN W01 u%m•A pma o W a {_ x CS 6 Co Q Q a J cA ' e t'0 2 W 0 a c> �.. m'y WWW.FDSENG.COM ❑D❑ U � z o z 0 Z � � J d _ LO z r- m C9 w 'a Q Q) w UOCL V)i.� c LU _ 3� Cn aa) U p w u,� cLna0 �t cv 6 to ®AMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ Job Information: O z r_ Ln Ln W I-�Um 0 a - _j Li Z)om(n(n ♦ I Model Name / Number: ♦ I Plan Issue Date: Monday, May 17, 2021 ♦ KA PROJECT NUMBER: 21-4883 I Sheet: I I Of: I COVER SHEET 48'-8" 160 MPH OPENING PRESSURES BEARING WOOD WALL SCHEDULE BEAM SCHEDULE 1 10'-0" ol 3'-4" 20'-6" 14'-10 ol ENCLOSED - EXPOSURE B A� +27.6 / •29,9 � +27.6 /-37.0 CONNECTION & FASTENERS STUD LUMBER UPLIFT 9,_9„ 9'-9" CD11 MARK SPACING TOP BOTTOM SPECIES CAP.(plt MARK BEAM SIZE CONNECTIONS 6„ S-3 C) +26.5 / -28.8 � +26.5 / 34.4 BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT NO (27 - 2 x 8 #2 SYP W/ 7/16' CONNECTION PROVIDE (2) 6„ SP2 W/ (6)-10d SP1 W/ (%10d M1 OMB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BW2 16" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 402 BEAM TOGETHER USING (2) SIMPSON HYS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU PLAN, _ _ _ _ _ _ _ _ - BM3 BM3 C6 O CE� +24.8 / 27.1 O +24.8 / 31.1 2 SP2 W 6 10d (2) SP1 W/ (6) 10d O.C. TYP EACH SIDE COL. U.N.O. ON ROOF BW3 16 STUD. 16d PLATE STUD 4 10d PLATE SPF 803 STUD 6 , ( TYP, I I ® +24.3 / 27.5 +23.3 / 26.0 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR NOTE; 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED- THE WIND PRESSURES LISTED ABOVE ARE OSB FLITCH PLATE- NAIL HTS20 TO WOOD POST SP2 W/ (6)-10d SP1 W/ (6)-10d BM O BEAM TOGETHER USING (2) _ COVERED D PATIO g>11/5 OR (2) SIMPSON HETA16 TO CMU OR (2) I NAILS c� 12" COL. U.N.O. ON ROOF PLAN. 16" STUD, (6 10d PLATE STUD, 4 10d PLATE SYP 439 ROWS OF EACH SP2 W/ (6) 10d SP1 W/ (6)-10d O.C. TYP EACH SIDE - M 20'-0"x 10'-0" O BM5 , O - "ALLOWABLE" PRESSURES (2) BW6 1g" SYP 878 PLATE STUD, (4) 10d PLATE O m I O STUD 6 1.Od CONNECTION: PROVIDE (2) T i I WALL LEGEND NO (2) - 2 x 12 #2 SYP W/ 7/16" BW7 12" 16d TOENAILS (2) 16d TOENAILS SPF BM3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) 4'$" 9' 4" 5'-0" 7' 4" 7'-0" 5'4" G.T. (2) UPLFT BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST SP2 W/ (6)-10d SP1 W/ (6}10d ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU _ _ _ _ _ _ _ _ _ _ � _ _ BW8 12" STUD, 0)10d PLATE STUD, (4) 10d PLATE SPF 535 O.C. TYP EACH SIDE COL. U.N.O, ON ROOF PLAN. FRAMED WALL (2) SP2 W/ (6)10d SP1 w/ (6) 10dI BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 (2) - 1 3/4" x 11 1/4" LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) o A I D C O , VERIFY LOCATION I Op W/ BUILDER A p " - SIMPSON LSTA24 OR (2) BW1Q 12" (2) 16d TOENAILS (2)1.6d TOENAILS SYP 0 M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SOS WOOD DBL 25 SH 25 5H 25 SH 25 SH BEARING FRAME WALL OR (2) SIMPSON HETA16 TO CMU BW11 SP2 W/ (6)-10d SP1 W/ (6)-10d SCREWS @ 16" O.C. TYP. COL- U.N-O- ON ROOF PLAN. 2868 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 585 EACH SIDE. ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING BW12 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 1170 2,_0" EGRESS EGRESS ATTACHED PER NAILING SCHEDULE ACT AS 12" STUD, (6)10d PLATE STUD, (4) 10d PLATE (2) -13/4" x 117/8" LVL�� CONNECTION: PROVIDE (2) SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR 2.GE Fb=2600 PSI. NAIL BEAM BW13 NOT USED M5 SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS HOSE 14'-2" STUD SPACING AND GRADE. 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST BIBB 24'-6" N K /--DOUBLE 2x TOP PLATE OR (2) SIMPSON HETA16 TO CMU TOP OF WALL . '--SCREWS @ 16° O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE "1 MASONRY WALL SEE PLAN MASONRY WALL OR VAULT CLG. MASTER ICF WALL. SEE PLAN _ (2) - 1 3/4" x 16" LVL I` BEDROOM 2x STUDS PER 2,oE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) VAULT CEILING DOUBLE 2x HEADER PLAN/ SCHEDULE M6 SEE FLOOR PLAN FOR ABOVE 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU ���qaT 31 r �T al,PJ i OI�J�� t� MIN SIZE. SEE WF09/S3 EACH SIDE COL. U.N.O. ON ROOF PLAN. - -. _ _ - - - _ - - - _ _ - - _ _ G.T- - - - - - - - - *�q9 �� � • • s FOR CONNECTION INFO, o • '���, �e',•�'C ode IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE M503/S1 FOR t0 ", NO UPLIFT CONNECTORS ERG WALL TO GENERAL BEAM NOTES INDICATED IN WrO9 CAN MASONRY WALLGENERAL NOTES BE IGNORED, CONNECTION INFO 7' 10" w 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED 4" BEARING EACH END) _Z i �� 2x MID -SPAN BLOCKING CONNECTORS (MIN. W/ (2) 12d TOENAILS @ TOP & BOTTOM 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS _ f 3.12 1. R302.5.1 Door from garage Into house must be a "+ EACH END FOR WALLS PER PLAN / 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT I GREAT i Q '' it minimum 1 3/8" solid Wood door, Solid Or ( "'•, TALLER THEN 8'-0" SCHEDULE ABOVE WRITTEN APPROVAL FROM THE E.O.R. VAULT CLG. I I I SLOPE m honeycombcore steel door, or 20 Minute fire rated door. o� � ��• SEE FOUNDATION ; F.F- ` � i 2. Bathroom exhaust fans must vent to the exterior of - PLAN FOR MORE COLUMN SCHEDULE , O the building, exhaust to attic space and soffits is not `�`'lrJl >1;'a�' 2x P.T. W/ 1/2" A.B @ 32" D.C. W/ 7" INFO _ Y ir) acceptable. Ventilation shall be permitted to exit through EMBEDMENT OR 1/2" A,T.R. W/ SIMPSON SET W/ SW= SHEARWALL REQUIRES MIN MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) 36" FLAT BAR Z n to N cNp = W N the soffit if solid soffit Is installed 5'-0" On each side of O MIN. 7" EMBEDMENT PAST STEP DOWN, ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 1 /- OSB P-. N TOP ON 34�2° N the venting - W/ SAME EMBEDMENT t+ W/8d NAILS AT 4"oc SEE GENERAL NOTE #8 BRIG. WALL DETAIL IN FIELD AND EDGE. C1 (3) 2 14 #2 SPF (4) - 16d TOENAILS 0 WALL W/ 12" m 0. H. p O 3. R302.6 The garage shall be separated from the w w ; residence and it's attic as required by Table R302.6. GENERAL NOTES DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 Z -r t3 O Z From the residence and attics by not less than 1/2-inch SDS SCREWS 3_06_8 (12.7mm) gypsum board applied to the garage side. 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. _ ' Garage beneath Shall be separated all 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED C3 (3) 2 x 4 SYP #1-OR- (4) 16d TOENAILS 0 9 _g m 1 ' R/SH % aboveooms 5from habitable rooms above by not less than 5/8 inch 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED I N PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE DTT2Z W/ 1/2" WEDGE KITCHEN - - - - - - - _ - _ (15.9mm) type X gypsum board or equivalent. Where "BW" IGNORED. SEE 2 4 SPF #2 2145 i the separation is a floor -ceiling assembly, the n � 0 5. IF IS INDICATED ON SECOND FLOOR BASE CONVECTION TO C4 (4) x ANCHOR* & (8) 1/4" X 1 1/2" WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO SDS SCREWS 10'-0°FLAT CLG. _ ' structure supporting the separation shall also 5 o N -1 00 � " ' FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6665 "` _' ` WIC _ I protected by not less than 1/2 inch (12.7mm) t w � w W Lo 0 W 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. C5 4 x 4 P.T,#2 ABU44 W/ 5/8" ATR** U = SIDE OF WALL POST & (12) - 16d NAILS 2S?S i VAULT I gypsum board or equivalent. = 3 c ■ ik *kk 03�3 7/16" OSB PLYWOOD W/ 8d NAILS A7 4" O.C. IN FIELDAND EDGE TO (1) SYP 7. ALL 2x EXTERIOR WALL$ W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE REF. N nCj� E` ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 W501 WIC l 4. R312.2.1 Window sills In dwelling units, where the W s � N $ o LO t �,,•,-,z 8. IFTHE BEARING WALL IS INDICATED WITH THE BW1, BW4 BW7, BW10 THESE WALLS ARE ONLY C6 SYP POST & (12) • 16d NAILS U = 2300 a _ _ _ _ _ _ _ _ b _ _ _ _ _ - - - - - - - � VAULT I t0 of the sill of an o erable window o enin Is located p p p g' � w 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 g x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. C7 SYP POST & (18) - 16d NAILS U - 2320 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE S-2 s R/5H N I I less than 24 inches above the finished floor and greater than 72 IRCheS above the finished grade Or Other surface below on the exterior of the building, the operable window "'' M "v o d Y a s " ❑ ,. ��dw �o\= o. w Cul TABLE LOAD. 10d- OA48" DIA. x 3" LONG shall the following Q ° a Z 3.5 x 3.5 P.L. HDU5 SDS2,5 W/ (14) 1/4" x C8 1.F3E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EPDXY 5645 12' 2" 5' 5" 10'-111, 2'-0" 4'-0" 4'-2" I comp) with one of [3listed methods]. y g t Y 3 A'� o 3 BEDROOM 4/STUDY * HEADER SCHEDULE (WOLMANIZEDIFEXT,) ANCHOR, OR ATR * o� l 5. R308.4.2 All windows within 2'-0" of doors and 1n W s . ° W m W m S x 5.25 P.L.HDU5-SDS2.5 W 1a 1 a" x cs 3, / ( ) / 1.6E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 VAULT CEILING 00 - - - -' DOOR, PER N M shower or tub areas will be safety tempered glass. a' N N ,� Q WOLMANIZED IF EXT- ANCHOR, OR ATR** MARK HEADER SIZE REMARKS g,f, x 7 P.L. HDussos2.5 w/ (2o)1/m' x ACCESSIBILITY 2868 CODE o 6. Ceiling for exterior entries and covered porches to g = 3 omvLLci -i a o C10 1.SE Fb=2400 PSI 2 1/2" SDS Ws & 7/8" EPDXY 6970 3, 6, m have 7/16". span rated OSB nailed per zone on „ w W -'Cn H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 (W()LMAN¢ED IF EXT.) ANCHOR, OR ATR*** P. 5. 5 x 525 P. HDU8SDS2.5 W/ (20) 1/4" x DINING 00 I N roof diagram nailing schedule or 5/8" CDX. ° § ' 9 " NANW.FDSEN6.COM ❑ ❑ ❑ W/ 1/2" FLITCH PLATE THIS SHEET c11 1,25 Fb=25 Psi 2 1/2" sS2 Ws & 70) EPDXY 767o co a ~ ° N r- r 1X T&G acceptable for substitution. co H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE 45 (WOLMANiZED IF EXT.) ANCHOR, OR ATR*** O W/ 1/2" FLITCH PLATE THIS SHEET -7)( 7 P.L. HDU8SDS2.5 W/ (20) 1/4" x C14unconditioned 10' 0 FLAT CLG. ` a 1 0 7. EC: R402.2.4 Access doors from conditioned spaces to z � - 13 1.8E Fb=2400 PSI 21/2" SOS WS & 7/8" EPDXY C12 7870 L0 C4 w m spaces (e.g., attics and crawl spaces) a Z N (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** H3 W/ 1/2" FLITCH PLATE THIS SHEET c7 w n 5' 10" 4'-4" shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding Q QQ GENERAL COLUMN NOTES O (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 H4 W/ 1@» FLITCH PLATE THIS SHEET 1, SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF 42 UNO ON PLAN. 4 M. BATH m ? VAULT 8. M1502.4,5 Duct length ° - � ~ (3) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 12' 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 H5. MINIMUM BOLT EMBEDMENT, LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C.00TYP, EACH SIDE _ 2668 z PROVIDE PLATFORM w ° in o The maximum allowable exhaust duct length shall be gt determined by one of the methods specified in sections Z N C/i UI 5" EMBEDMENT FOR 1/2" ATR „ 6" EMBEDMENT FOR 5/8" ATR CD _ - - R/S - - - _ - - - - - - - FOR HVAC UNIT o: VERIFY SIZE W ° `t / M1502.4-5.1 through M1502.4.5.3 �„ U- H6 (2) - 1 3/4 X 9 114 ATTACH TOGETHER W/ (3) ROWS 1/4" X 312' 8" EMBEDMENT FOR 7/8" ATR EACH SIDE N MFGR (� w LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP, 5, IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT R/S 9. Callings for exterior entries and covered porches t0 be 41 HEADER SUPPORT NO, OF JACKS & REQUIRED (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) B. SEE WOOF CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION STUDS REQ. AT OPENINGS 7. SAME NOMINALSIZE PARALLAM COLUMNS (I -BE) MAY BE SUBSTITUTED FOR ANY 2668 :. r = -ae�a. "` 4' 4" w 7/16" OSB On Underside Of roof trusses Shall be attached to all framing members with 2x blocking Q W' g V) c �ctia P.T. SYP POST NOTED IN THE PLANS in �? provided at perimeter. The OSB shall be attached w/ 8d field 4" a; m 2x4 WALL 2x6 OR 2x8 WALL oo c`p o nails at 6" O.C. and O.C. at edges or 7d screw m OPENING COMMON NAIL vs. PNEUMATIC GUN NAILS: SIZE JACKS KINGS JACEND ■ „ N GJ' 9 6' S � N 3 X 4 N0 x shank 3" O.C. field and 4" edges. Vinyl ceiling to be U -� N ;_ EA. END EA, END EA, END EA, COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION SPACING •2" 3' 6" CNI F. G. attaches to OSB per manufacturer specifications ur C> rt J (1) (2) (1) (2) NAIL DIA. LENGTH NAIL nr ad 0.131" X 2 1h" 0.131" X 2 'h" SEE PLAN RING SHEATHING ON RODE ROOF &WALLS , ' " - , � 2 3 2 2 SHANK 4'-0" - 9'-0" O O O O 10d OR 12d 0.148" X 3• 0.131" X 3" SEE PLAN BLOCKING &TOE i-- HANSON BOX ' ' " W NOTE: BUILDER TO PROVIDE C o Q 3 4 (3) (4) O ( ) 0.148" X 3'A" 0.131" X 31/," NAILS &TOP PLATE � of � 36" AFF WH• ' APPLIANCE PROTECTION IF I I 12d 0.148" X 3 V4" 0.1.31" X 3 LA" 8' O.C.(COMMON) STUD WALL GENERAL HEADER NOTES s" O.C. GUN NAIL CORNERS N W eH BEDROOM 2 00 � -:' `=:ti REQUIRED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS ' HOMES 1od o.14s' x 3• 0.131' x 3' 8" O.C.(COMMON} STUD PACK 6' O.C. GUN NAIL COLUMNS N o "' VAULT CEILING ' Q ( IAMS LAU N Y 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED IS 0 THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND 16d 0.162' X 31h" 0,131' X 3'A" (2)16D(COMMON) SEE PLAN 2. IF HEADER N /O A D LO DRYER VENT FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED (3) 16D (GUN NAILS) THRU ROOF FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CORRECTIONS LINO ON PLAN 288g MAX LGT 35' I 3�00 GULFBREEZE PARKWAY 3, IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 12%2"' 7'-6" 7' 9" 21' 3" ' GULFBREEZE, FLORIDA 32563 FOYER 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/s3 ATTIC ACCESS DIVISION LOCATION: 5. FASTEN ALL MOLT -PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS ALONG EACH EDGE OR ROWS IF 2x10 OR LARGER. - 2668 VAULT CLG. LOCATE IN FIELD FAPJMM= PORT ST. LUCI E AT 12" o.c. (3) 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE o ° ° BW2 22'_ X 36" MIN ( I Job Information; 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. I I � WF39 3' 7" l o S-3 c0 --------, w m a � � 00 cp I I , o m H1 BA 2 N © I i ry VAULT CLG 3068 G.T. E� ESS - ----- ----- � ---- ---� o 0 a R/5 6'-10 1'-9" 4'-1" I N i9 N ---- ---- - - = - -- oo - MS03 N N S 1 I I 2668 ENTRY 2668 0 3 CAR GARAGE z 0) _ I w N 8' CEILING I m BM1 I � o � I LO T -I L ----------------- �� O -------------- --------------------------------, - p w 4 a G.T. - - - - - - - «1 L� 6'_4" 29'-S„ , ' , 1 BEDROOM 3 I ' Model Name / Number: 8'-0" CEILING 2000 M 12 Ms 22 HOSE AREA CALCULATIONS Plan Issue Date: Monday, May 17, 2021 /'■�-� , , O G i BIBB 1st FLOOR 2004 S.F. � KA PROJECT NUMBER: /I �Ljl I EGRESS 8' X 71 OVERHEAD DOOR 1 TOE AL LIVING (AC) 2004 S.F. 214883 - 141, X 7' OVERHEAD DOOR 6' DBL 25 SH 4" , 6' 4" 1' 10 1' 18' 0" 4, 0" FLOOR PLAN GARAGE 754 S.F. Sheet: � Of: :00_ COVERED ENTRY (BASE) 45 S.F. 12,-8,, 6'-4" 19'$" 10 0" 70, SCALE: 1/4" COVERED PATIO/LANAI 200 S.F. = 1'-0" 48%8" ELEVATION liBn FLOOR PLAN TOTAL UNDER ROOF AREA 3003 S.F. LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,004 x 3 6012 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = 00 x 24,562) = 9,825 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL 0 m H 2x6 WALL (FLOOR TO CEILING) I 2'-8" USE 2 RED HEADS TO ANCHOR WALL IFM24.1 {ALTERNATIVE PROTECTION BARRIER I N.T.S. ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION '"B" 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 n U n U—fl U TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT Ld DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J a 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 SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER UNDERGROUND SERVICE POWER Y-- POWER COMPANY INTERSYSTEM BONDING TERMINATION MAIN ;CONNECT 200 AMP 200 = 2/0 COPPER OR 4/0 ALU MN. IN 2" CONDUIT A/C DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL —#12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE # S TO H VAC #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN, B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. W !ry y� p2 W .G t? rj N M W p'I v to 0 O LO �a W wm 9 �d; F 4�' fQ1 0~0 ** � 80M € , b La rL N ,� 0.0 �.�.��� �ti7Nv W �sm`�y ov_ 2 vm Am © N m ai �a�my V LLj W 'a/� d Y C lL 'C co �VyJ a a� z_ � o m wne �i po o =�Io� Z" N� LL L) mso Q m U u my 6 i _j W O ai WWW.FDSENG.CON c� z ~, — 0 00o Z N �O J � � J U) a z ; I V) O m LLj 0 to wi c = CC3 = m ~ � M U E �. ......� LLJ "�N H Lo c 00 co I Y. = O � c 00�s �ID Q N O D CI►AMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rJob DIVISION LOCATION: PORT ST. LUCI E Information: O F— z�LO C LO W m > cA O aj 1— se U o ` OJLIj " 10' Model Name / Number: P_1/c VI Plan Issue Date: Monday, May 17, 2021 KA PROJECT NUMBER: 21-4883 Sheet: 4 Of: ELECTRICAL PLAN TOP OF I OF BLOCK_ O 0o FIN. FLR_ _ CEMENIII IOUS CQAIING DQUR SIYLL MAY VAHY REFER TO SPECIFICATIONS REAR ELEVATION SCALE: 1/4"=1'-0" GK RIGHT ELEVATION SCALE: 1/4"=1'-0" 48" OFF RIDGE VENT 48" OFF RIDGE VENT TOP OF WINDOW co iP 25 SH 25 SH m, co o 3 '. DECO. STUCCO BRACKET SCALE: 1/2" 1'-0" y BRG. @ ENTRY 6" SMOOTH RAISED CEMENTITIOUS BANDS w/ 2'-0" RETURNS TOP OF BLOCK T.O.W. 0 N a 0 80Q0 iD FIN. FLR.l _ DECORATIVE S TYP. •8" DECO. STUCCO HEADER W/ 4" OH TYP. DBL. 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 12 1 6 VENTILATION CALCULATION * I AA - exhaust Soffit roduct;provides 4.12 nets in / sf Ridge vent provides 18.00 nets in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F,'of Area to be vented (SF) 3003 s.f. Total needed for exhaust for upper 1/3 721 net sq inches Total needed for intake (soffit area, lower) 721 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 40 Lineal Feet of Soffit needed to meet required 1 132 UneaiFeet ofSoffit provided b plan 1 219 LITE TEXTURED DECORATIVE CEMENTITIOUS COATING LEFT ELEVATION SCALE: 1/4"=1'-0" I FNI EFE ❑ ❑ ❑❑❑❑a __ ooa00000 1.• . SMOOTH OVERHEAD TOP OF BLOCK 0 bo FIN. FLR. TOP OF BLOC NEINININ INI-11in- FIN. FLR. 8'x7' 16 PANEL OVERHEAD DR. FRONT ELEVATION "B" SCALE: 1/4"=1'-O" 471E 771x - +'i J,. t f � e _ N Y E N N '1 (00 00 Ln ti LO 0000 00 I'l- d C� LL LL li s`d8�0� 0 4LU ot W �tug C m5 L 3 O y d m X C O V w w N F.6YO— it O $ N 3 as WLL op s u'i N N '?U 00 Q -� m d Q F- W a�� O C o -0 WWW.FDSENG.COM El ❑ ❑ U �2 19 z CD z8CD �o z N z � N En W t3 l.1 (3)0 w 2 In t!y r.3L. c 6 C J m U —N E U o oo�Y Q N O tiA 40, Y-A � DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 4ULFBREEZE PARKWAY CULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IVIPORT ST. LUCIE Job Information: 0 z �%H WO m > Lri c-i O n. 0 J Ld:D Lo J M Cn (n Model Name / Number: I Plan Issue Date: Monday, May 17, 2021 KA PROJECT NUMBER: 21-4883 Sheet: 5 Of: ELEVATIONS - B 20'-0" MAX I-- "X" BRACE SEE G.C. TO PROVIDE DETAIL TBO1 BLOCKING TO COMPLY W/ APA RECOMENDATIONS _ FOR SPAN RATING OF SHEATHING SEE "HIP/RIDGE _ BLOCKING" DETAIL w 20'-0" MAX a W FOR WIND SPEEDS < 160MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKINel mmmmm O CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TB04- - - '- s O Q Q d' Z W O D3 � Q d c Q � O d' EQ. 1 jrL O O _ X � BOTTOM CHORD GABLE END BRACING @ J LOP 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 _-_ __ PLACE __ _- - _-- A11- AT I WACT AAD/ AC'r IV 1AN012 2) 'IT" BRACING MAYBE USED IN PLACE OF PEKMANEIVI BRACING PROW ED I I GAIGI11IA v■Gn nI %.U.~I awm yr I■■�.+. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r -4 HIP -37.02 -51.06 -0I.06 -51.06 10 GABLE -37.00 -37.00 -58.99 .58.99 -58,99 .76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE)' ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O,C IN FIELD ZONE 3, 3e, 3r ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 1232" EXP. 1 (4-0�20) TILE; 1132" EXP. 1 (4j'20) NOTE: 1 PER CODE ASTM F1667 RSRS-01 REFERENCE TO Bd (2 18" x 0.113") NAILS 0 it O r BE 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532", SHEATHING SHALL BE FASTENED A I, �4 % WITH ASTM F1667 RSRS-03 tOd (2' x 0.131") NAILS OR ASTM F1667 Rfi IRS (3" x 120") NAILS t- a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING [4:121412:121 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W1 BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM IC SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN ® NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAILAT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O,C, wl 8d COMMON NAIL. © NAIL INTERIOR AT 6' O.C. w/8d COMMON NAIL. OSTAGGER ALL VERTICAL JOINTS 8 NAIL @ 4" O.C. w/8d COMMON NAIL, O PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER w18d COMMON NAILS a@ 4" O.C. (2) ROWS @ TOP & BOTT. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. 16/32" OSB EXPOSURE SHEATHIN( PROVIDE BLOC AS REQUIRED SECTION X-X IF FULL HEIGHT S 2x RIBBON OR BETWEEN FLOOR SYSTEM E TE: 8d NAILS FOR WALL SHEATHING MUSTBE MIN.131"X 2 112". NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE RFACE MORE THAN Is' /'� (2)- 2x TOP PLATE BEYOND 15132" OSB EXPOSURE i rSHEATHING ----------- r---------- ------------------- rt----n----TT----rr--- I I I II II II I II II it II I III II II fl I I11 II II II I SOLID Zx BLOCKING @ALL SHEATHING 53 EDGES = N F I II II 11 III II I II I (SEE SECTION X-X) p 11 C FI I II II II I 1 N N z ii i ii D ii i II II OPENING I11 II 11 II I III I IL--- II II L__-JL- ---J jl --- --- --- --- ta Z II f Ii 1 ]III ifL--- a w II II III E 111 II II 11 1 UJ 2x STUDS BEYOND. w o II-Tr----rr- III I III II II II 1 I I I II I I II W w SEE PLAN x J I I I 1111 11 I n 11 11 1 a III I I 11 F II I II II II I II I II 11 I I Z III I I II F II I II 11 II I 0 III I I 11 I II I I I II 1 F N I II 11 II I 111 II 11 II I N- N I I I II U I I I II !III II ii II I 9vd P T RASP PI ATF RFYOND SF VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 318" W4" o I� 0 0 SINGLE NAIL EDGE SPACING "S" = W SPACIN W51A DOUBLE NAIL_ EDGE SPACING PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 8d NAILS @l 3" O.C. VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLA'rION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMO- 2000 E1" 5BCF TRUSS ID. BEARING POINT TRUSS ACTUAL UPLIFT CONNECTORIO CONNECTORUPLIFT DESIGN RATING.. FASTENERS NOTES (9)10d A09- A15, A18, B02, EDE, DO1, 002 1/R -1396#or ltss HETA16/.HETA36 1810#/1810# 9 SOd x 11/2 IID)lOdxI 1/2 A16 LIE -21284orla 12)HErA16/(2)HETA16 23659/23654 (0).10dx 1. 1/2 A195`;Alr3'S 11-11,^14 0r5V,11,EuA, 11, L/R -1194#or les HETA16/PER TRUSS MFR 18104 (9).10dx11/2 TRUSS LAYOUT "B" SCALE: 1/4"=1'-O" SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE CONNECTOR & FASTENERS SPF SYP MARK TYPE CONNECTOR & FASTENERS SPF SYP FRAME TO HETA16 wl (9)1 Od x 1 112" OR HTA16 w/ (10)1 Od x 1 112" OR O MASONRY HETA20 w! 9 10d x 1 1/2" O 1810 HTA20 w/ (1 D)10d x 1 1/2" 1585 1870 O FRAME TO H2.6Aw/ (10)8d NAILS 535 565 RT7A wl (10)8d NAILS 515 585 FRAME O FRAME TO H10Aw/(18)10dx11/2" 1015 1040 RT16Aw/(17)1Odx11/2" 895 1020 FRAME HiOA-2 w/(18)10d x 1 1/2"AT 2 PLY TRUSSES 930 1080 RT16-2 w/(16)10d x 1 1/7 AT 2 PLYTRUSSES 935 1060 FRAME TO MTS12 wl(14)10d x 1 112" (AT EXTERIOR MTW12 w/(14)1Od x 1 1/2" (AT EXTERIOR O FRAME LOCATION INCLUDE (3) 12d TOENAILS) 860 990 LOCATION INCLUDE 13) 12d TOENAILS) 1005 1795 TO MGTw/(22)10d NAILS AND 5/8" A.T.R. w/ 12' MUGT15 w/(28)10d NAILS AND 5/8" A.T.R. w/ OFRAME MASONRY EMBEDMENT wl SIMPSON "SET" EPDXY 3330 3965 12" EMBEDMENT w/ SIMPSON "SET" EPDXY 3330 4495 FRAME TO HTS20 w/(24)1Od x 1 1/2" (AT EXTERIOR HTW20 w/(24)1 Od x 1 112" (AT EXTERIOR O FRAME LOCATION INCLUDE (3)12d TOENAILS 1125 1310 LOCATION INCLUDE (3)12d TOENAILS 1285 1530 FRAME TO 12) HTS20 w/(48)10d x 1 1/2" (AT EXTERIOR (2) HTW20 WOW Od x 1 112" (AT EXTERIOR Ft FRAME LOCATION INCLUDE (0)12d TOENAILS 2250 2620 LOCATION INCLUDE (6)12d TOENAILS (EA) 2570 3060 FRAME TO HGT-2 wl (16)1 Od NAILS AND (2) 5/8" A.T.R. HUG72w/ (16)10d NAILS AND (2) 5/8" A.T.H. O w/ 12" EMBEDMENT w/ SIMPSON "SET' 10890 wl 12" EMBEDMENT w/ SIMPSON "SET" 7020 9790 MASONRY EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) QFRAME TO FGTR wl (18)1/4" x W SOS WOOD SCREWS 3400 4725 RFUS w/ (12) WS3 WOOD SCREWS AND 7100 MASONRY AND (2)1/2" x 5" TITEN HD ANCHOR BOLTS (4) 3/4" x 6" WEDGE -BOLT (1) LGT2 w/(16) 16d SINKERS J1 FRAME TO & (7)114" x 2-114' TITEN 2 1760 2030 MASONRY SEE NOTE #6 BELOW J2 FRAME TO MASONRY/ (2) LGT2 w/(32)16d SINKERS & (14) 1/4" x2 1/4" TITEN (2 PLY TRUSS) 3500-M 4060-M (2) LUGT2 wl (32) 16d SINKERS & (10) 114"x 3" WEDGE -BOLT (2 PLY TRUSS) 3100-M 3100-M 3240-F 3770-F 3800-F 4520-F FRAME OR (28)16d SINKERS FOR FRAME (EA) OR (32)16d SINKERS FOR FRAME (EA) J3 FRAME TO MASONRY/ (2) LGT3 w/ (24) 1/4" x 3" SDS SCREWS 8 (8) 3/8" x 6" TITEN (2 PLY TRUSS) 4730-M 6670-M (2) LUGT3 w/ (24) 1 /4" x 2 112" WS25 SCREWS & (4) 3l8"x 5" WB (2 PLY TRUSS) 6480-M 70-M FRAME OR (52) 16d SINKERS FOR FRAME (EA) So1aF s96o-F OR (56) 16d SINKERS FOR FRAME (EA) s46aF 77171aF O BEAM TO HU410 OPT HUC410 w/ (18) 16d & (10) 10d (3#2680 HD410 OPT HD4101F wl (20)16d & (10) 10d (30080 BEAM NAILS U#1895 NAILS U#1950 TO HU410 OPT HUC410 wl (18) TITEN. G#4500 HD410 OPT HD4101F w/ (20) 1/4" 0" G#3355 OBEAM MASONRY 1 /4" x2 314-& (10)1Dd NAILS U#1800 WEDGE -BOLT & (10) 10d NAILS U#850 BEAM TO HU46 OPT HUC46 w/ (6) 10d NAILS & G*1940 G#3000 HD46 OPT HU46 w/ (6) 1Dd NAILS & G#1625 G#2015 O MASONRY/ (12)1/4" x2 314" TITEN (TO MAS,) U4980 U1tl135 (12)1/4" x 2 314"TAPCONS (TO MAS.) U01030 U#850 FRAME OR (12) 16d & (0) 1Od (FOR FRAME) SYP-F SYP-M OR (12) 1Od & (6) 10d (FOR FRAME) SYP-F SYP-M FRAME TO (2) HETA16 OPT (2) HETA20 1920 1920 (2) HTA16 OPT (2) HTA20 1870 O 1-PLY w/ (10)10d x 1 OR 1-PLY wl x 1 OR MASONRY 2-PLY w/ (12) 16dd 2365 2365 2-PLY wwl l ((11 Z) 16dd 2430 HTSM16 w/ (8)10d NAILS AND (4) 114'S2 1/4" 955 1110 HTWM16 wl (8)1 Od NAILS AND (4)1AN1 34' 1145 1225 FRAME TO TAPCONS WEDGE -BOLT N CN MASONRY OR HTSM20 w/ (10)10d NORLS AND (4) 1/4'W 1/4" 955 1110 HTWM20 w/(10)1 Od NAILS AND (4) 1/4"x1 3/4" TAPCONS WEDGE -BOLT 1145 1225 POFRAME TO H10S w/ (8) 8d x1 12" NAILS AND (2) 3/8"A" 780 910 MASONRY TITAN HD DTT2Z wl (8)114" xl 12" SDS WOOD DTB-TZ w/ (8)1/4"x1 1/2" WS15 WOOD O FRAME TO SCREWS AND (1) 1/2" 8 A.T.R. EPDXIED W/ 1835 2145 SCREWS AND (1) 1/2" B A.T.R. EPDXIED w/ 1510 1835 MASONRY SIMPSON "SET- (SEE NOTE #4) SIMPSON "SET" (SEE NOTE #4) HTT5 wl (26)16d x2 112- NAILS AND (1) 5/8" 0 I4TT45 w/ (26)16d x2 12" NAILS AND (1) OMASONRY FRAME TO A.T.R. EPDXIED w/ SIMPSON "SET" 4375 5090 5M"B A.T.R. EPDXIED w/ SIMPSON "SET' - 5DM (SEE NOTE #4 BELOW) (SEE NOTE 44 BELOW) HTT4 w/(18)16d x2 V2' NAILS AND (1) 5/8" 6 HT745 wl (18)16d x212" NAILS AND (1) OMASONRY FRAME TO A.T.R. EPDXIED w/ SIMPSON "SET" 3640 4236 SM"B A.T.R. EPDXIED w/ SIMPSON "SET" - 4160 (SEE NOTE #4 BELOW) (SEE NOTE 44 BELOW) O FRAME TO H10S w/ (24) 10d A 10 NAILS 785 910 LUGT1 w/ (23) 8d x1 12" NAILS 875 1045 FRAME OFRAME TO HM9KT w/ (4) 1/4"x1 12" SDS WOOD 760 760 RT16M w/ (9) 10d x 1 1I2" NAILS & 1395 1395 MASONRY SCREWS & (5)114"x21/4" TAPCONS (4)114" x 1 314*TAPCONS TO VGT w/ (18) 1/4"x3" SDS WOOD SCREWS & OFRAME MASONRY (1) 5/8 8 A.T.R. EPDXIED wl SIMPSON'SET" 3555 4940 W/ 12" MIN. EMBEDMENT TO (2) VGT wl (32)1/4"x3" SDS WOOD SCREWS OFRAME MASONRY & (2) 5/8"8 A.T.R. EPDXIED w! SIMPSON 5170 7185 "SET" w/ 12" MIN. EMBEDMENT FRAME TO VGT w/ (10)1/4"x3" SDS WOOD SCREWS & MUGT15 NAILS &HTT45 rv/ (18) O FRAME HDU4•SDS2.5 w/(10)1/4"x2 1/2" SDS WOOD 3285 4565 10d NAILS & (1) 5/8" B A.T.R. 4160 SCREWS & (1) 618- 9 A.T.R. FRAME TO (2) HTT5 w/ (52) 16d"x212" NAILS 8 (2) HTT45 w/ (52) I WN2112" NAILS O FRAME (1) 5/8"0 A.T.R. (SEE NOTE #4) g375 5090 & (1) 5/8"9 A.T.R. (SEE NOTE #4) 5005 CiENERAI_ (:C1NNE(:Tf)Ft N(ITE.^"• 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAMS w/ (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER. U.N,O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4, FOR SINGLE PLYTRUSSES, SCAB ON FULL HEIGHT SYP#1 2"x4" TO TRUSS VERTICAL WEB wl (2) ROWS OF 10d NAILS 3" D.C. STAGGERED. S. 12' MIN. A.T.R. EMBEDMENT Ca CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w/ 4'-0" 2x SYP #2 (MATCH CHORD LUMBER SIZE) w/ (2) ROWS 10d @ 4" FROM END & 4" O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS LIND ON PLAN 2. CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F8121811 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICF WALLS/UNTELS 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 WALL/BEAMS w/ (2) 12d TONAILS OMINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM O MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905,1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY, STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG P GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x2 #2 P.T. MIN. FASTENED PER NOTE 2 BELOW. CONT 2 x 4 NAILED TO BLOCKING W/ (2) 12d NAILS REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST ( }-METAL DRIP EDGE 2 x SUB -FASCIA Aaj-ALUM FASCIA 2x BLOCKING NAILED TO TOP CHORD OF EVERY OTHER TRUSS W/ (3) 12d NAILS, TYP. (**) (***) CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED A;. 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.1 48"x31iA" AT 161-O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAION DETAILS ( *)ALUMINUM )ALUMINUM SOFFITS> VA" BLOCKING REQUIRED. (***) VINYL SOFFITS > V-O" SHALL HAVE * FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704,2,1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"="-0" IT O �- go ov m E w CD�.„ LL j CID � yyy3■ 8 x� oV d,o p Nci J J J UN 0O1 LL LL LL n `' G0 LU m�a� �(t)P)Qo a � Q 2v'" ui Y o. LL a'"i w j�1,yy r- LL$ a. W 3 1- 1-' L o- 93 O 13 �� m O ~ W CnC-N4 W(9, �'O m C. J m W 3`a T 2~N a Cl- IL T 0 m Pi my Q CJ m In w U J (A ° 5. o WWW.FDSENG.COM Z OO Z ION O z w Q a � t/1 m Cn LLJ c tat09L .0 UJ U 4J) lI) � M cro i I.--j rmi U �N E UL" Dip dam' Y ii Q N OUOD Q' DA S HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O z �U0 c U0 W M m LID T-I 0 t4 0 ai C.) z ~�Um�a LO LL J W 0 0 IVI Model Name / Number: 2000 ♦ Plan Issue Date: Monday, May 17, 2021 ♦ KA PROJECT NUMBER: 21-4883 I Sheet: IOf: I TRUSS LAYOUT LINTEL CHART W/ GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES MODEL 2000 B STANDARD LINTELS LINTEL ' MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (#PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 17'-411 950 132 405 83 8F16 - 1B / 1T MIN. 2 3'-611 6113 752 3524 465 8F16 -1B / 1T 3 " 4'-011 5206 168 2362 97 8RF14 - 1B / 1T 4 4'-611 6113 752 2707 465 81`16 - 1B / 1T 5 7'-611 2661 168 1624 98 81`16 - 1B / 1T 6 9'-411 1843 132 1136 $3 8F16 - 113 / 1T MIN. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CON` -SIMPSON SP4 W/(6) - 10d X 1 1/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL Q nW J '- U 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR Q •' (3) 1/2" X6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HITIX-DNI NAI LS 8F12-1 B/1T 2x BASE PLATE SEE PLAN FOR MORE INFO r tiara r- wv / yr •�.a� �., ,.-..� .� MS03 ananAnrnv nAnl Ale/NT1AA1 r1CTAl1 #5 Ill BAR 1�, u r_ f+T 11r%r%o until! SCALE! 1"-1'-0" * GRADE 40 U.N.O. 20" MIN. LAP #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP #5 REINFORCING BAR #15 Ill SPLICE " MIN. LA #6 REINFORCING BAR #6LAPSPLICE MSO5 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 24/4" 12" O.C. 1 2 x 6 1/4" X 23/4" 12" O.C. 2 2 x 8 1/4" X 23/4" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. rECASTTEL W 1 .4 (2) 2X P.T. i > ; BUCKS W/ 1/2' O.S.B. BETWEEN 1 I I 1 1 I FASTEN FT 2X NAILER TO ; MASONRY � 1 1 1 I 1 1 I 1 I 1 IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11I 2x BUCK DETAIL FORM & GROUT SOLID BAR CONT. RM85 12" LINTEL DETAIL 3/4" =1'-0' LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 If 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL- FILL BLK. CELLS WITH 3000 P.S.I. / GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO TOP OF SLAB i I M ,fir 4 N.T.S. Em: S02 TYPICAL SHEAR WALL SECTION N.T.S, 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 ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE 15 ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL. APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F = RLLED WITH GROUT / U = UNFILLED #5 REBAR AT TOP R - RECESSED MIN. (1) REQ'D QTY. OF #5 1.1/21 CLEAR REBAR @ BOTFOM OF LINTEL CAVITY j1= TOP KNOCK OLT 4 LINTFL LOCK COURSE 8F16-113f 1T z Z N GROUT 1 � -NOMINAL `QUANTITY OF WIDTH #5 REBAR AT #5 REBAR AT TOP O.. - BOTTOM OF LINTEL CAVITY NOMINAL o HEIGHT BOTTOM REINFORCING 75 8"ACTUAL PROVIDED IN LINTEL (VARIES) TYPE DESIGNATION B" NOMINAL WIDTH GFNFRAL CONCRETE LINTEL MMjFRIAI g GENPRAL INSTAI I ATIf1N NSL,-q 1. P'c precast lintels = 3500 psi._. Provide full mortar head end bed Joints. 2. i'c prestressed lirtels = 61X70 psi. 2. Shore filled lintels as required. 3. grouted per ASTM C476 f'g = 3000 psi w/ 3. Installation of lintel must comply with the architectural and/or structural. drawings. 4. maximum 3/8" aggregate and 8" toll' slump. 4, U-Llatels are manufactured with 5-1/2" lorg notches at the ends to accommodate 5. Concrete masorry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. minimum net area compressive strength = 2000 Psi. 5. All lintels meet or exceed L/360 vertical deflection, except lirtels 17'-4" and 6. Rebar per ASTM A61.5 Grade 60. 'onger with a nominal height of 8" meet or exceed L/180. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the '.Intel cev'ty. 7. 270 !ow relaxation. 7. 7/32" diameter wire stirm s !uos are welded to the battoteefor mechanical anchorage. 7/32 wire per ASTM A510. S. Cestin-place concrete ril be prov'detl In composite lintein lieu of concrete S. Mortar per ASTM 0970 type M or S. masonry units. 9Safe load ratings based on rational design analysis per ACI 318 and ACI 530 16. Florida Product Approval No. 158.1 11. The exterior surface of lifltels installed in exterior concrete masonry walls shall have a eoatirg of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simURenpously with veritcal (gravity and uplift) and horizontal (latelall loads aioud be checked for combine loading with the following equatior: Applled vertiCel load } Applied horizontal load C 1..0 Safe vertical load Safe horizontal load — 0,Iff- O O O O 8RF6-OB/1T 8F8-0B/1T © "O 0 O O 0 O - 8RF141B/1T 8F16- IT O'• O O © U10 81`204B/1T Oe 8 F22-1B/1T BF2418/1T ''O O O 81`281B/1T 0 0 0 81`32 1B/1T HURRICANE ANCHORS . oi —PRECAST 'i LINTEL W/ 3000PS1 CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT 101, n n HOOK STD, 90 DEGREE REBAR ON BOTH SIDES ANGLE 3000 P.$. of Of OPENING U,N.O. CONC. W/1 #5 D REBAR PROVIDE KNOCKOUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL &FILL SOLID W/'1) #S BAR FOR ALL WINDOW OPENINGS 6'"S" AND LARGE 8"x8"x16" CMU U.N.O. q GROUT SHALL BE FLUSH WITH TOP OF WALL 'f� 0 TOF1`�/, w • Ckl 1 O� ei V. i • , N rw N 00 r- 0 ti OD C. LO W r-- o�� Q igim E c ay c t O �JN[ OH1 LL LL LL RmUj = inNc�d LUIL a Lu O=LL W W1 .r, J GLL �- W Sad" s=q< 0 Y Cc llWNmoY0a 00 W ud a 3= .01 ■On W f 2; u DO 14 a 0 3'H ° WWW.FDSENG.COM ❑ ❑ ❑ o Z OOp z N •O Q W Ci U) Z r` N t/i O m LL i--7 co � E p� W � 0 W UN:d r1�a■r■ {T3 ~ —j m U N Es W .0 0 V 0 N = iai � 00 Q N o WI AWA\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rJ0b DIVISION LOCATION: PORT ST. LUCIE Information: �STD.90 HOOK P tf noo ZW 0 N R q loolo- TYP. BOND BEAM r 8" x 8" x 16" K.O. C Lo LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA, C 7 REBAR \tt 0 �J Lo "-i 'S V INDICATES FILLED ■ ■ ■ ■ ■ ■ fY1 O CELL FROM FTG. TO LLI 0- BEAM WITH 1 #5 It BAR MIN. O _j Uj � 00 LL Model Name / Number: SEE FOUNDATION PLAN SEE FOUNDATION FOR LOCATIONS LINTEL PLAN PLAN SCALE: 1/4"=1'-O" MS01 BLOCK WALL REINFORCEMENT N.T.S. ELEVATION 11B1' 2000 —TYP. DOWEL 25" V Plan Issue Date: MIN. LAP (ACI 530) Monday, May 17, 2021 KA PROJECT NUMBER: 21-4883 Sheet: SMI Of: LINTEL PLAN 12 j` SEE PLAN •rr 1/2" DRYWALL CONNECT ALL 2x STUDS TO TOP PLATE WITH (4) 16d TOENAILS 1/2" DRYWALL OPTIONS MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. VINYL FRAMED WINDOW w/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE; 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. 1/2" DRYWALL BLOWN -IN R-301NSULATION PER FB( AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- [RSH] - ON FRAMING SHT. FOR SHTG & FASTENERS. TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSICE --- -- FACE — -METAL DRIP EDGE 2X SUBFASCILA SOFFIT. SEE: ARCH. PLANS SEE PLAN FOR HEADER SIZE 15/32" OSB EXPOSURE 1 ON O.H. EXT, WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926-98A / 2X STUDS (SEE FLOOR PLAN FOR �( MORE INFORMATION). SEE TB13 ON SHEET 6 FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" Q.C. MIN. 6" FROM END - SEE WS07 WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB W i GRADE � ,Dill 14 CLEAN = ; ' 2LLJ O COMPACTED J E FILL r m (D L. SEE FOUNDATION PLAN 16" FOR FTG REQUIREMENTS 2x6 #2 SYP P.T. 0 W/ (2) Y?x5" WEDGE ANCHOR O 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" U "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o SECTIONAL O OVERHEAD DOOR CONT. P.T. #2 :.; WOOD SYP 2" X 6" �+ r TRIM o 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PER --/ GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL GARAGE SLA13 MS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. 1/2" DRYWALL —� FELT PAPER OR TRUSS PLATE 3/4" P.T. NAILER--` 1/2" DRYWALL----' CURTAIN NAILER 1 x 4 P.T. @ WINDOWS 1 x 8 P.T. @ S.G.D. PRECAST "U" LINTEL SEE SCHEDULE NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. WINDOW STOOL PER SPECS 0 BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYNIENT PER FBCR 905.1.1 OVER APA ROOF SHEATHING - SEE SCHE:DULE- [RSH] - ON FRAMING SHT. FOR SHTG & FASTENERS. TRUSS ANCHOR (SEE PLAN) - SEE PLAN FOR Igh BRG. HT. ETAL DRIP EDGE 2X SUBFASCIA SOFFIT. SEE ARCH. PLANS 8x8x16K,0. LINTEL BLOCK O.H. W/ (1) #5 DIA. REBAR & SEE ELEV. 3000 PSI CONCRETE FILL CELL -(1) #5 DIA. REBAR W/ 3000 PSI CONC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS VINYL FRAMED WINDOW W/ SCREEN PRECAST CONC SILL PAPER BACKED FOIL R-4.1 lw INSULATION AT CMU BLOCK WALL w PER FBC AND ENERGY FORM ! EXTERIOR FINISH - SUBMITTED WITH PERMIT APPLICATION (SEE ELEVATIONS) 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" BASE NAILER— EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB GRADE Y rF+' , SEE PLAN FOR iv RE -BAR QUANTITIES 1' { SEE PLAN SEE FOUNDATION PLAN e4ttttstrtrosr� 4eTOR �a r7 d i � ••ram 2 £ �, h c c u`I m - � eU Q�kk t0 co aD N i a U8 brn u. L- u 82 ro y ('sk d �c�■ . a ' �icNnco w .. oo V m ��� w n. LJ w gLLW � k 5 x SO .2n o N L" CI o Q Q 8ml rq o v U J UJ WWW.FUSENG.CON ❑ ❑ ❑ C9 Z c*7 — o Z N Z i N a� Qcn n _ LO z N V ! � m 0 C U cv E 20 d N oaa T. r FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVTJ06 Information: O z�Ln Ln W O cn m ID rl o j to i Z t—�Um0a 0 _3 LED It o ._I W V) r�J� V tO t_ ♦ I Model Name / Number: Plan Issue Date: Monday, May 17, 2021 ♦ KA PROJECT NUMBER: 21-4883 WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = 1'-O" WS01 TYPICAL WALL SECTION - 8" CMU ]EE Sheet: 0: S-2-- - � TYPICAL FRAMING DETAILS N M <A m IQ 1 -h' 4 a a (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL 10NE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162', L- 31/2") OR EQUAL (D = 0.162", L= 3.1/2") OR EQUAL NOTFS• 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE 1/4"DIA, x 5 1/2" LAG OPPOSITE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS 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) FF 114- OVERHANG 1-iol FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D.I 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU, /16" O.S.B. A. SIDE X BLK'G. 0 O.S.B. !/2-8d A. END EDGE VIEW SP4 AT (3) 16d SEE PLAN COMMON FOR WLL 24" O.C. NAILS(TYP)-T HGT. lF HEADER PER ►► V16"• .•0,C, TO SIDE & TOP NAILER'. �Sm I .d TOENAILS EACH END 7YP. © ' 2x4 SPF • • ' • • •••: :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ' • SQUARE TRANSOM BOX HEADER--j EACH END WINDOW OR DOOR OPN'G ,--CMU PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH w/ (2)12d NAILS O.C. (SOLID BLOCK w/ 2x6) 2 ROWS 12d @ 3" O.C. DOUBLE 2x4 TOP PLATE 48„ 2x4 STUDS' -- PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. - SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. 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 OP SPLICE —DOUBLE 2x8 / TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I 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) 101-0" - 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.) 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/CFOR 2x10 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" C/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 WF09 I WALL HEADER DETAIL T N.T.S. SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE 2 X 4 #2 SPF KNEEWALL WITH R-13 INSULATION AT EXTERIOR STUDS @ 16" O.C. W/ WOOD FRAME WALL PER FBC STRUCTURAL SHEATHING ON AND ENERGY FORM SUBMITTED BOTH SIDE FROM TOP OF WALL WITH PERMIT APPLICATION TO BOTTOM OF BEAM, ATTACHED ; (WHEN EXTERIOR WALL IS PER NAILING SCHEDULE. EXPOSED TO INTERIOR SPACE) SEE PLAN FOR BEAM SIZE BUILDER FRAME " n i RADIUS AS REQUIRED 2x BUILD -OUT BEYOND WF38 I KNEEWALL @ ENTRY FRONT WALL N.T.S. _ o _ IA c0 er LO 00 1- a ag Ir- L0 00 ao uj m»to � Ipin�o a m 2o, �LL �W �[ Gi m�io ° � LLI Y a W Yfi= O�"o Zt��a °C o Z x Y s III uJ'wma W ; 0 u y 3 n �,f co C n¢ o"d 0 U w U J Gq 1° ;'g WWW.FDSENG.COM El El 11 0 Z CD z N � a J � a � 04 Fl- z 04 m J �� LL W 7d .0L/) — m Lli UOa va I:-- ,; ZD c ~ J U C4 E 00 � ti O ai co log= Q N 6 USA ' 12 ZA�DAMS HOMES S SEE ELEV. (TYP) PRE-ENGINEERED WOOD TRUSSES @ 24" O/C FLORIDA CONTRACTORS LICENSE N0. CRC1330146 �UPLIFT CONNECTOR (SEE SCHEDULE) 3000 GULFBREEZE PARKWAY i— DOUBLE 2"x4" TOP PLATE GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: &21.x4" STUDS @ 16" O/C PORT ST. LUCI E —CRICKET AS REQUIRED I Job Information: SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHE MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD R-19 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) - - SIMPSON SP1 @ EA. STUD 2"x P.T. PLATE • MAIN SPAN ROOF TRUSS 1/2" X 8" "J" BOLT @ 24" O/C MAX UPLIFT CONNECTOR 8" x 8" x 16" K.O. (SEE SCHEDULE) BLOCK W/ 1 #5 CONT. m0 CMU WALL WF42 I KNEEWALL ABOVE MASONRY WALL 1 3/4" = 11-0" No 0 z �a c � W m co � o Lr) c-"I oa- LJ d o •'�rvl J ♦// 00 v ^ Lo u- VIModel Name/ Number: 2000 Plan Issue Date: Monday, May 17, 2021 KA PROJECT NUMBER: 21-4883 Sheet: S-3 0` MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. I I I WF39 I TRANSOM DETAIL AT ENTRY 1/2" = 1'-O" TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX X SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ , - TO BE LESS THAN - , OR EQUAL TO 45° I I 1 I MINIMUM 2"x4" CROSS BRA(,ING ^�♦ (SEE PLAN FOR - , j LOCATION) ♦ �`�.,.-'�'+ BLOCKING 00 I I 1 I ' ♦ ' i 1 I , (3) 12d I , � I ' PER JOINT i - CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING SYP w/ (3) 12d @ EACH TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL N.I.S. FTBO2 I TYPICAL CROSS BRACING DETAIL N.T.S. 90 TOR F %n' F� •' r,JC• dA® v n.�G ••• PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP. w 'ti V f. I U �► CENTER LINE j BETWEEN TRUSSES W/ (2) 12D UJ NAILS EACH END TO TRUSS TOP • = ^"A •: 0 .. N CHORD� ; s O P. <4, n�,x�• • w d A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING �`1ITAn';f06§ III%. WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A TRUCTURAL PACE G.T. - - - SHEATHING c ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 0 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - - 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) 12D NAILS MINIMUM (3) 12d SHOEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR SYP TRUSS BRACING „� �_ co o * SPACED AT 10' 0" MAX 04 (0 I- WSEE g w � 00 PLAN W� IW- U0 p Il Il a 2X4 BLOCKING BETWEEN TRUSSES HIP TRUSS v LN C LU 9 � .- 1 M E 5 Q 'f YT CL `+ 5, LU �.L-. m O J C L N� M COLO TB03 HIP RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. Q .E I L 2N a 6 N O V JJj C1) 0 '282-0 4 0 w H. � v _j w '-A ❑❑❑ YWVw.R7SENG.COM z r, o z 10 z CN a4 I TRUSS NOTES: J 7 � a 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT M z ti N BRACING SHALL THEREFORE BE INSTALLED AS IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED In m TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT w g EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. •U_ ❑ l7NJ6 LATERAL BRACING SPECIFIED BY 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d (NAILS AT EACH TRUSS INTERSECTION. W g � 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. Ln J M SEE TYP. TRUSS BLOCKING DETAILS W CC) O SHEATHING I— L QED *; QD N _O 3 TO 4 TRUSS x4 AS SHOWN c ap � —ild TRUSS SPACES ALTERNATE DIRECTION ------- In _ Q N O b�.q RUSEA ... ; DAMS HOMES _ ti VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP &BOTTOM OR H5 SEE FTRUSS q(2)-NAILS TRUSS FLORIDA CONTRACTORS LICENSE N0. OR HCLR/LL IN PLACE OF (4) 10D B BCT�ION REQUIRED RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32M SEE PLAN OUBLE TOP DOUBLE PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE DIVISION LOCATION: 2x STUD WALL PORT ST. LU C I E SEE PLAN CONV. FRAMED RIDGE V Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS 2x8 BILKING. NAILED C& EACH TOP & BOTTOM OR H5 OR SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED @ RAFTERS GREATER B REQUIRED w/ (2) MTS12'S COLLAR TIE EVERY 3rd O SHEATHIN RAFTER 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) C r{ TRUSSES W/ (2) 12d NAILS EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X34/21' ALTERNATING DB WOOD SCREW EACH TRUSS OR HS @ 48" O.C. W711 M N BLOCKING PRE ENG. TRUSS �A N it CONT. ROOCHORDFAT ALSHELTHAND FRAMEDS AREAS TYP. STRUCTURAL SHEATHING LO T i t— m Q 6:TOP■ ■ ■ ■ J 0 SEE PLAN FOR CONNECTION 1 O �J W Z) 4 p B CO GO fJ) 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM .J Tj Model Name / Number. TRUSSES W/ (2)-12d NAILS @AT 8'-0" EACH END MAX TRUSS - 2X6 RAFTERS @ 2'-0"O.C. MAX. w/ (3) 12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN 2000 (SEE PLANS FOR TYPE) 4 Fr @ 2'-0" O.C, MAX W / (3) IOD CONC. MASONRY V I Plan Issue Date: COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Monday, May 17, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KA PROJECT NUMBER; 214883 Sheet: S-4- Of: ROOF FRAMING T11306 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. AND BRACING DETAILS ������������� 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, Ni 95 SPA EVE 6" 1 L1 4jj 6„ 1 —4 �1 6„ 6" SINGLE; DOOR 6" DOUBLE DOOR W/ SIDELITES SPA EVE SINGLE DOOR W SIDELITE 3„ SPACE .VENLY M SINGLE DOOR W/ SIDELITES J .J I a E 6, 3„ 3e tin DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. .4 111- 00 Z 1 III III" Ia�ll�,ll° l r Ir F Ir I 0 z Ip �o° I 16" MIN. DIAMETER f CONCRETE FOOTING V PROTECTION BARRIER DETAIL. N.T.S. IIS 361, ° a" $,1 all $, B ...................... ....... NX4e SEALANT LI E NAIL SHINGLES W/ 110R 12 GAUGE ROOFING • NALS. 3/6" MIN HEADS. 6 PER SHINGLE. veal \\\ ° /�\ • . Pool pew / 4�11 d �oX shi Line valley by centering 100 oase s ` ertainTeed Win erGuarp Yrj a�0NP O aterproofirg S Ingle ekrr l�id7jey� SwV• eltn ` nderlayment or 72,'d' ndoA Q np �e quivalent dir to Cov vtse tse oucy8 � �„d4 ` Metavp(�P Rake 2 15�60 —.00/ Metal r o not nail within Embed each shingle Drip r 6" of in a 2" ' Edge valley centerline wid¢ stri of asp�alt ( raging omen - Cut 2" diagonally oft upper Save 7" order of trimmed' pieces to use in 5thComra p , 0 , Cut S t ngles 2 back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS)--% VERTICAL WALL 67 ENTRY NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. ASPHALT BASED SEALANT APPLIED TEXTURED, P4NISH BEHIND FLASHING EXTER. WALLAND EXTENDING A MINIMUM OF 6" ABOVE 6" X 6" H GVERTICAL RISE OF FLASHING FLASHING CAT KNEEWALL PLASTER S—SEALANT ROOF SHING 6" X 6' H GAFLASHING COHING DETAILS 6" HORIZ. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION SPACE =VENLY INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" ° , x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT A BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS .' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU �" THE W'DOW FRAME INTO MASONRY K1°. 11' \ JAMB MIN. 4" FROM END AND MIN. 161, C.C. Extend the shingles over the rake and eaves about 1/2" H drip edge is used, or about 3/4" if no drip edge is used. op 1/8" SHIM SPACE EXT. FINISH EL — DRIP EDGEWINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S s � p TYPICAL FRAME OPENING — WINDOW WINDOW INSTALLATION N.T.S 6 M $HrM SPACE 005.2.8.5 DRIP EDGE. 'ROVIDE DRIP EUGE AT EAVES AND GABLES OF WINGLE ROOFS. OVERLAP TO BE A MINIMUM )F 31n (76cm). EAVE DRIP EDGES SHALL EXTEND hin BELOW SHEATHING AND EXTEND BACK ON THE tOOF A MINIMUM OF tin, DRIP EDGE AT EAVES WAL- BE PERMITTED TO BE NSTALLED EITHER )VER OR UNDFR THE UNDERLAYMENT. IF INSTAI.I_ED )VER THE UNDERLAYMENT, THERE SHALL RE A AINIMUM 4in WIDTH OF ROOF CEMENT INSTALLED )VER THE URIP EUGE FLANGE. DRIP EDGE SHALL BE AECHANICALLY FASTENED A MAXIMUM OF 12111 ON :ENTER. WHERE THE Vesd AS DETERMINED IN iCCORANCE WITH SECTION 1`1301.2.1.3 'S 110 MPH 177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT iXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE AECHANICAI. LY FASTENED A MAXIMUM OF 41NCHES )N CENTER Maximum Fastener Spacing (Jambs, Head and SM) #10-- - Screws Mounting Fin" Gd:em view of Fixed V/indDw Wall Framing: #2 5pruce/Pine/Fir Or Better Silicone #10x1-1/2" i� Screw Minimum Penetration 1-3/8" Glazing Bead C moss Section V iew k Minimum Silicone Exterior Sheathing variation /n codes and bu/hfing types, it ft loft up to the end user to determine the properlastallat/on ofthese items. CEG L ,t . „t„ 1 u o „ -.. a . fo p Is stal)Incg yow , nd Av, Sn_ br.?}k;e wrap may be back fo .n pettiorx, but please._ stick the wrap to Wu -'KC r The blu its from, scrals,,Ps and other dzvf,age unt! ec uLctio;i is i ),nplete. Step 1 Measure to be sure the opening is 3/8" to 1/2" larger than tit window size both vertically and horizontally. You may wish to pre -drill the installation Poles in the On at this time, A'sWrd the Mwmhed /poles in Me M ff An as ej are not momawly Step 2 Apply a generous bead of silicone to the backside of the mounting fin. Use enough sNroone to sufficiently fill all voids trehveen 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 labels have been removed, the glazing bead should always be to the Inside of the building. Step 4 Install shims under the sill, adjusting then und! the units plumb in the opening. Shims should be installed under the sill every 2 feet. The window should be basica!ly centered in the opening with no more than 1/4" gap between the window and wall framing. Step 5 Install a #10 x 1.1/2" screw 4" from the corner of the fin at eadt end of the head, sill and both jambs. Step 6 Install the remaining fasteners in 8" increments from the caner screws to the center of each frame member. Use care not m over- tghten the screws and pull them through the On. Also, make sure the screws go in straight and do not cause the frame to bow. Wall framing sha,ld be a minimum of 92 Spruce/PWWFir. Fasteners should be #10 drew; of sufficient length to achieve 1-3/8" penetnitim Inm the wall and no less than 1/2" from edge of framing. Fastener quantities needed in each side of frame to achieve 8" spad two of r-rame Member 10" 18" 1 26- 1 34" 42" so" so- 1 66" 1 74" 1 or 90" 96" Number of Fasteners 2 3 1 4 1 s 6 7 8 1 9 1 14 1 11 12 13 aT 7 Remove excess silicone' ueeze our from around the fin and Inspect or holes or voids. Use silicone to fiA any voids. Step B If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, this must be the Step 9 Since these windows are typically used In rooms with high moisture, III bathrooms, it is recommended that the interior gap between the window and wall framing also be sealed with silicone and tooted so as not to interfere with the installation of wallboard, the or trim. Step 10 Once all construction Is complete, remove the bubble wrap from the inside and outside of the window. 1f necessary, clean the blocks with a mild detergent and warm water using a soft cloth. (Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL30310.1 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R 2 COUNTY APP. Products Inc. "off -ridge vent" " FROM EDGE AND 4"O.C. TYPICALMAX. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED ANDT L12328-R9 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 Overhead Garage Doors: 1st Choice +30.0/.30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "ill BOLTS FL16546.8 W7 2nd Choice +30.0/-32.0 CLOPAY 8 FL15279.84 Swing Doors: 1st Choice +67.0/.67.0 THERMA TRULCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.12 +67.0/-67.0 THERMA TRU-CORP. SOLID FL20461.1 FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 I LITE SERIES I THEREAFTER. (TYPICAL ALL 4 SIDES) Sidelights RU PLAT PRO FL15215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 Alum. reinforced n MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL15332.12 Windows: 1st Choice +40/-50 MI WINDOWS $540 SERIES Twin Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FL 17676.9 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS Single Hung SUFFIENT LENGTH TO ACHIEVE 11/2" INCH MINIMUM EMBEDMENT FL17676.2 (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 FL 18504.1 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. TtjF w 110 o Lij N Lu. " ,rr,•'• F L C •''�ti' �` O 2 m to d LO N cD If) n � a LO III t`HO 1 W �30�� o•i � � � U rj C1 c"La N.-I --1 J --IE c a.w A OI LL- LL LL o.9m-a 0 N�cpo .c_ ✓i -0 n, Z W m =mPQ a a os va � oaf d aLL w (n a ^Z Q o u J C 12 0 1W N. GoO Y aC N �, CN N � 2 m ��`� ❑ ❑ ❑ $ �'w o WWW.FDSrNG.COM a 0Z Z O CD Z cN �i —LO U) Z N (g M -t D U o� — M U09L w Ln c y � ~ J toCM Vim _ � t,D E H oD �r 00 U cos c M Q N C oA . A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Jab Information: 0 Z �to Cto W � � M Ln ci O N Z * W C) a 0 J W to U? ,J W V/ VJ Model Name / Number: 2000 Plan Issue Date: Monday, May 17, 2021 KA PROJECT NUMBER: 21-4883 Sheet: S-5 Of; MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW - NECESSARY IN CORNERS THROUGH ,, RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS R703.1 General. Exterior walls shall provide the building with a weather -resistant Exterior wall envelope. The exterior wall SELF -ADHERED FLASHING � \' DOOR ROUGH OPENING TO BE USED. envelope shall include flashing as described in Section R703.4, WEATHER -RESISITIVE � WINDOW UNIT R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE EXTERIOR SHEATHING T OF APPLIED BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER BYLAPPIN DO FLASHING 3/4"-1"ADHESIVE 0.3 in : 12.0 in SELF -ADHERED F LAS H I N G required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP / THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS 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 InsseMai.eowi"oow OR EQUAL WEATHER PROOF CAULKINGMA asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WEATHER SELF -ADHERED FLASHING EXTERIOR water -resistive baffler manufacturer's Installation Instructions. The No.1S asphalt felt or other approved water -resistive WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. RESISITIVE CEMT. FIN. PER FBC-R (CURRENT EDITION) 703.7,3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL "'-"------ ________-•_ -----��' -resistive R703.7.3 Water -resistive barriers Water -resistive barriers shall be Installed as required In Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be Installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: temporarily 1, Cut, fold up & temporarily secure weather secder RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier Is directed between the layers. to allow for flashing installation resistive barrier above aching resistivebad BUILDING numbered items In the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. flashing plus head flashing under weather resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and seal with tape 2 O 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing.. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize 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 Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING WINDOW WPM SELF -ADHERED FLASHING W P 02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of to the building framing Self flashing FLANGED EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and water structural components. -adhered membranes used as shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC:281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED RUBBERIZED ADHESIVE ASPHALT 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of Corner may very, adjust foldingof the flashing accordingly to fit g y y' j g g y flashings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WPM) tight to corner 8. Mechanically fasten as necessary 1.Extertor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 7122. Flashing at exterior window and door openings shall be installed , ` in accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6° (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. 0 THRESHOLD MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection SECTION -A NECESSARY IN CORNERS THROUGH at the head and sides. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED FLASHING O 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 s SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame Or stucco walls, with projecting lips on both sides under stucco copings. ° NAILING FLANGE 1 4 2 O 6 3. Under and at the ends of masonry, wood or metal copings and sills. SEAL TOPS OF JOISTS 4. Continuously above all projecting wood trim. DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 2 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. At wall and roof intersections. SELF -ADHERED FLASHING WP0/� SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING CORNER WP06 7. At built HALF ROUND WINDOW �/ �/ `T EXTERIOR DOOR WITH DECK INSIDE -In gutters. SELF -ADHERED FLASHING DECK PROTECTOR I = -- - SHEATHING :. 7/8" Cement Plaster �� 7/8 Cement Plaster in accordance with in accordance with M ASTMC926 ASTMC926 SELF-ADHERED FLASHING PATCH I Felt backed metal Felt backed metal . lathe in accordance lathe in accordance SELF ADHERED FLASHING z. L" t x with ASTMC1063 with ASTMC1063 DECK PROTECTOR h Building Paper Building Paper � 7/16" O.S.B. x 7l16" O S.B. sheathing sheathing Keep to edge p 9 SINGLE ; 1 'I 1JOIST JOIST 0 SBLE SELF -ADHERED SELF -ADHERED FLASHING FLASHING 1�� r `� , ` Metal ', Flashing 2" Unperforated weep screed 2f below top of - block 3" MIN � Flan � Flange 7/8' g Weep Screed ; Vulcum cauk bottom O5 cr joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING /� / P n SELF -ADHERED FLASHING � /� / P 0 Q APPLY LIQUID FLASHING TO THE MASONRY OPENING HEAD JAMB, SILL IN ) \ /� / P 0 0 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE �/ V Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed \H0.8362x;DECK JOIST 1/ V t J OUTSIDE CORNER �/ V o INSTALLATION OF THE BUCK/RECEPTOR, Above Roof 1/2" Cementitious Sheathing Decorative Finish •o•• •o° All Inside and . •' • ' •. outside corner will r need to be miter ••o••••'• EXTERIOR WINDOW UNIT cut and drall CEMT. FIN. Cement Plaster •' butt joints need to • ` BUILDING PAPER SLOPE in accordance ••o° °o'• using •••' uum SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) with ASTMC926 over wood 2nd floor ••� Vulccaulk for all Vulc c (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING �'-'--- EXTERIOR CEMT. FIN. BUILDING PAPER A, -'-- - WIRE LATH 1/2" Cement Plaster Finish y V SELF -ADHERED FLASHING Block WIRE LATH 21 /2" Perforated s�'•o. Flange 1/2" W Pp vrx, ° ••'•.•o• BUILDING PAPER Cement Screed BUILDING PAPER Plaster '••• over block 1st floor EXTERIOR WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 2 3 2 3 O Note: The building paper and metal lath must be installed over the top Of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P � O SELF -ADHERED FLASHING WP 1 1 SELF -ADHERED FLASHING W P 1 2 the screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL weep 11l'`t��rrTCrr��� -7 BIB A ^h% s >� 0 � • � ;■ ,fc ; Ctl L G OFG *r iiiiilit�S � 2 H 0-d 91 N 1 ® d� T-1 ao r- Lo LO W � (O3 4 _ W y1 N 4 N Sr � :° * - N go LL u- i drnm r a LLJ LiJ a m2�� ' 6 ° a Y LL!.72 Cn 9 L L I N 00 W < n v • M (VVYY a ii o WM,FDSENG.COM ❑ D El t9 LO Z c+) _g o z CV a 0_0 ri in wI / Z n I (D m /ry t J �«dJ Cn LL W C O i W WO W C!y c ti L/"y`�? E = or ' 't Of00LO tg Q cli O ffiO.i ,&-#\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: O z °L0 w ° m o I-�Um o 0 J LLI W , ^ 1 M o tL Model Name/ Number: 2000 ♦ I Plan Issue Date: Monday, May 17, 2021 KA PROJECT NUMBER: 21-4883 Sheet: W P Of: WATER PROOF DETAILS 5" bath duct o roof cap w/ standard 70 cfm bath fa-i s�* D I DOD 25 SH I 25 S" Allli --------- aLai VAULT CL& NOOK 5'-e' I LV1_ R _' EGRM EGRESS 1Ox6 1wcd 4 ........ .......... 220 t. ! 14x3 1 wcd g» !L 9' HIE ROO 4,�,`�T a_ VAULT CEILING 10x6 ;1 we 55 �1 10x10 rag S � R/S 8 ; 1 1 I� 15 90 , 10x6 1 wcd:•: ... :.•::•. KJ T Erq- .c' - ct G. 8x4i cd 6" ' VAUtiT R/SH L 1 Ox6 1 wcd pp �- 10 Q BUD VA L'" Cri41 N, � J 10x10 r iffF ^rn� _ 8 E " ��t 2 J 3x4 BA. 2Lj 12 - 2668 :.:..:::... .4 3 d 8' \� 175 12x12 ra 14x8 1 wcd BEDIR0O 8'-V CE;LING EGRESS D& 2,� =1 12" 14x14 rag' QIKIN / 10'-C FLAT IN-G. 1Ox6 1 cd 115 24x13 rag ------------------ M.1 SER, QEQR.0 C-1 . L'AULT t II-INr 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 200 148 1 wcd 'a i ri Ld 8') . NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED --- 1 �1CH UNDERCUT BELOW DOORS TO HABITABLE ROOMS - Transfer ducts/grills sized in compliance --- with 1-lorida Residential Building Code—M1602.4 balanced return air. iffr4„ '� ___ EXCEPTIONS 1-3 VAJ_T E 8x4 1 "cd 4 ! --- I 4x14 .................. --- 5" bath duct to roof cap M-. ATH vvI standard 70 VA J i - `.T8 a cfm bath fan 10x6 1 we i%( 1,! :4 1�! W :s LAUN '` 70 1 Ox6 1 wcc: ; 286 - 4" dryer duct t to roof cap 1 R793G,�CCESs� w/dryer vent box f � ! _CAR GAR%' E �I1 19, Q - --NCI 1 ----------------------- - --------_-a--------------------1------ -- -- 3.0 ton w/5kw Q240v 1 ph _ 18x10 pl en scale :1 /4"=1'0" platform by --+ bldr - AREA CALCULATIONS ! TOTAL LMNT; (ACi 2004 S.F, Lkkq A (A � �fi. '. FLOOR PLAN if} CEr11'i�i'Y i�5.'HE1 d� S. F � l�v COVERED PA310,R.htW E�_PiATION "B" TOTAL AREA UNDER ROOF 'JC,Ja S.W. Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulotion value. FILE.' Copy v s o_ 0 o C�1 � 0 ova S�0 S M Z CIO O W O W � � a �( ® O CIJ > ® m Z 0\ Q (D •e CC\,I L o O I �- • • W W ® Z _j Q I— 11-- eC D _j O D < 11� M a_ _J (/) 0 Q