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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS INGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND. PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMI E 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 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SEC ]ON 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT,AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 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. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE 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 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 NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE. REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 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 A70E SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: 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 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 201.8 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSSREINFORCINGTIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30.16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL -AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 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 ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 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 HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF2000 PSI (fm = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM 0270-14A. AT 28 DAYS DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476.10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 30DOPSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES «. LL 360 / T 24 0 L/ 80MMMEN 7S: R703.7.1 LATH. WITH HE CELLS D WITH COARSE GROUT: 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGST LLS FILLED ET R WOVEN WIRE MATERIALS. EXPAND ED METAL 0 WO LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION-RESISTANTMA AL OR OFT 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 1 ROOF RAFTERS LL 180 / T 12 0 L/ LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 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 FLOOR FJOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" R703.7.2 PLASTER, PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS. THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. ** * TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND N0 CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING 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 LISTED INR703.7.2. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE R703.7.1. IS BARRIERS, WATER -RESISTIVE TOP CHORD LL ' 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE 'APPLIED OVER WATER -RESISTIVE BA ER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. TH E INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 SO (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OFTHE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 ONE CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON CONCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND 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. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION 13703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR DSB FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING - R703.4 FLASHING. 0 15 32" RATED OSB EXPOSURE 1 8"9TRUCTURALIOS6 EXPOSURE 1 R WALL SHEATHING: 7 1 / / APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENITS: 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'JS 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 (Q S FEET) VALUE + E DENOTES PRESSURE () - VALUE DENOTES SUCTION DIAGRAM AREA ® 5) (+) 27.6 (+) 27.6 10 {-) 29.9 1-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 1-) 34A O 50 W 24.8 (+) 24.8 °D (-) 27.1 O 31.1 Q @ YYY (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5. 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 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. 1 W 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 HVAC \E0t 4 OW N N 1 f SSE" � J .• u T N s r ti ''�'�itBTf(Ltit�tN�N -r F- 's " to v o N m g C 84 01 W 00 00 if) go A'p N O 99 W 0 N FLEXIBLE. FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUAA TURER'S N07 BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING S T .9. ~ SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM 0(PSF) SEE FLOOR' FLAN FOR ACTUAL PRESSURES �. IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WA7R TO THE BOTTOM CHORD OIL 5 (PSF) LL a w `o BUILDING STRUCTURAL FRAMING COMPONENTS: 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER - \ 3 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH 10 AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN g 6 1 ° 3 PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING w W 5.� LY N m o 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. s a i � Z d a [ULM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT: FLUID APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION 25%) TO GAME ROOM 60 (PSF) COMMMENTS: MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) ° T'� n 8 J N 0 TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100. (PSF) • I9 IN 6 -_' coo APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) 9 ° • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS.- www.F�srrvacwd El 8. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES ,n • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 60 (PSF) (9 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. • UNDER AND THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, STACK ROOMS 150 (PSF) z i • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, ""''"`°" Z • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND. PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL.0 HAND RAILS (d) 200. (PSF) g g CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Sk Z • AT WALL AND ROOF INTERSECTION. ..,:,•.. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND. SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS. ROOMS OTHER THAN SLEEPING 40 (PSF) q a y • AT BUILT-IN GUTTERS. -- SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS SLEEPING ROOM 30 (PSF) 'a a STAIRS 40 (PSF) - u�i UPLIFT CONNECTORS f00TNOTES �. z m d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG t N - 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. %Q) TO UPUFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A ' p NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. el NU w MORE INFO. %c � L1 d BUILDER NOTICE: Ll) "" L FIELD REPAIR NOTES GENERAL NOTES: �N E -- i. MISSED "1^ BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2^ DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent Of Deslgner/Englneer listed In the tltleblock 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 ~. S 6 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 as = 9 0 m 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OFTHE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. Builder and all subcontractors are required to c co v Y Q" THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to a N d .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 EPDXYTO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMALWAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to � DAMS, .HOMES 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. KEE5EE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OFTHE construction. All construction MUST be in accordance to the TO FOOTING). a CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE Information found in these plansdocusoul Any questions to regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) A x 2'✓a" TITENS TO information found in these plans should be. directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 FOR ANY REASON WHATSOEVER TRESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, . KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MASONRY AND (7)SOd NAILS TO TRUSS FOR UPLIFTS LESS THAN ,880 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharge5 will be Considered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GULFBREE2E PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM30 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5) 1/4" x Z 1/4" TITENS ONE EACH SIDE OF TRUSS. for reimbursement by the De signerEnglneer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OFTHE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 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 SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION O S __`0M 2t4 DAMS 14 Ng --651 Z w 0 � m Of Northwest Florida® > N a REVIIF�tED FOR CODE C(_. tNiPliAN F z H� U m cq M ST. LUCIE COUr'J` ' ®� W U) m L° pnnr Model Name / Number: 00 GMLFBREEE' PARK K GULFBREEE➢ f�l�®RMA 32563!(fA� f� 2508 VT Plan Issue Date: Thursday, June 10, 2021 KA PROJECT NUMBER: MODEL 25018 3CF 21-6771 FILE COPY Sheet: in COVER SHEET BEARING WOOD WALL SCHEDULE S1UD CONNECTION & FASTENERS LUMBER UPUFF MARK SPACING TOP BOTTOM SPECIES CAP.(pIQ BW1 16" (2) S6d TOENAILS (2) S6d TOENAILS SPF UPUFF BW2 SP2 W/ (6}10d SPl W/ (6) 402 18° STUD, (6) Lod PLATE STUD, (4) 10d PLATE SPF BW3 18" (2) SP2 W/ (6)10d (2) SP1 W/ IB) l0d SPF 803 STD 1.6d PLATE STUD, (4)10d PLATE 5W4 16" (2)16d TOENAILS 2)16d TOENAILS SYP NO UPLIFT aW5 SP2 W/ (6)-10d SP1 W/ (6}1od 18" STUD, 8 100 PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1. W/ (6}10d SYP 878 16" STUD 6 10d PLATE STUD, 4 SOd PLATE BW7 12" (2) 16d. TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ W-10d SP1 W/ (6F10d F BW8 12' STUD, 16)10d PLATE STUO, (4)10d PLATE SPF 535 BiOd W9 121. STUD, (6)10d PLATE STUD, (4) 10d PLATE SPF 1070 BW15 1.2" (2) 16d TOENAILS (2) 16d TOENAILS SYP O SSTUD, BW11 12" (6)10d PLATE STUD, 14)10d dLATE SYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6}10d BW12 12" STUD, (6) 10d PLATE STUO,(4) 10d PLATE SYP 1170 5WJ3 NOT USED UBLE 2XTOP PLATE TOP OF WALL 4,. SEE PLAN V MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S1 FOR NO UPUFF CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS B TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION . ., - PLAN FOR MORE 2x P.T. W/ 1/2" A.B G 32" O.C. W/ 7"^ INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .... SW=SHEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN. "s REQUIRES MIN ALT.; SIMPSON 1/2" TITEN HD 0 32" O.C. - 7/Is- OSBPLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 92 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPa CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPI AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE WFO6/S3.10R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ ad NAILS AT 4' O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALL& SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE 5W1. BW4. BW7, 5W30 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUUS ARE TOE NAILED f0 THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. lOd= 0.148" DIA. x W LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 :. is) 2A 4.#2 SPF (4)-16d TOENAILS 0 OTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4- X 1 1/2- 2145 SDS SCREWS (3) 2 X 4 SYP #1-OR (4).- led TOENAILS 0 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8)1/4" X 1 1/2' 2145 SDS SCREWS C5a4X4P.T.#2 ABU44 W/5/8"ATR** G=.6665 u=2200 SYP POST &(12)-ISO NAILS 6 x 6 P.I. #2 ABU66 W/ 5/8" ATR** G -12000 SYP POST & (12) - led NAILS U - 2300 8x8PS.#2 ABUSSW/(2)-5/8"ATR** 0=24335 CT SYP POST &(18)-led NAILS U=2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4' x 21/2" BOB WS & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HDU5S052.5 W/ (14)1/4" x ® 1.8E Po-2400 PSI 21/2" SDS WS & 5/8' EXOPY 5645 OLMANIZED IF FJfr. ANCHOR, OR ATR** C10 3.5 x 7 RL 1.8E Fb-2400 PSI HDU8-SD52S W/ (20)1/44 x 2 1/2" BOB WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** Cut 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDUe-SDS2.5 W/ (20)1/4' x 21/2" SDS WE & 7/8- EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR- *-7 x 7 P.L.. HOU8-SDS2S W/ (20) 1/4' x CJ2 1.8E Fb-24DO PSI 21/2" BOB WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT.) ANCHOR OR ATR**' GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/&S 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2- ATR 6" EMBEDMENT FOR 5/8- ATR 8" EMBEDMENT FOR 7/8' ATR 5. IF IC] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON v6. GUN APPUCATION NAIL DIA.-LENGTH NAIL SPACING Ed 0.131" X 2'h" OAX.- X 2'h' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" 0.131' X 3' SEE PLAN BLOCKING & TOE 0.148" X 3 V " 0.131" X 3 JA' NAILS & TOP PLATE 12d 0.148" X a 14" OA31- X 3 44" S' O.C.(COMMON) STUD WALL. 6" O.C. GUN NAIL CORNERS SOd 0.14W X 3" 0.131- X 3" 6' O.C,(COMMON) STUD PACK. 6" O.C. GUN NAIL COLUMNS led 0.182" X 3.'k" Q331• X 3 L" (2)1801COMMON) SEE PLAN (3)16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2)- 2222221,1,1,�,�,�,x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB ITCH PLATE. NAIL SIMPSON. LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROW OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. P EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -2 10112 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS TCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM O USING SIMPSON HTS20 TO WOOD POST ROWS 12d NAETHER pOF l2tl NAILS 12" 2" OR (2) SIMPSON HETA16 TO CMU O-C-1 O.C. TV'P EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-2 12 #2 SYP W/ 7/16" CONNECTION; PROVIDE (2) OSB FrCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM ITOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS N 12" OR (2) SIMPSON HETA16 TO CIVIL O.C. T P EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 3/4" x 11114" LVL CONNECTION: PROVIDE (2) 2.0E Fb=26DO PSI. NAIL BEAM SIMPSON LSTAN OR (2) TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU OR (2) SCREWS 016" O.C. TYP. COL U.N.O. ON ROOF PLAN. fzRM,6>� EACI SIDE. (2) - 3/4" x 117/8" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2800 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOG ER USING (2) ROWS SINPSON HT520 TO WOOD POST 1/4" SCR 3 1/2" SDS WOOD WS ® 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EAC SIDE COL U.N.O. ON ROOF PLAN. 12)- 3/4" x 16' LVL2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER 1/4 USING (2) ROWS x 3 1/2" BOB WOOD SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST SCR S 016" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT. LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF: BEAM INDICATIONS 3, BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 Wj 11Z FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE 95 W 1/2" FLITCH PLATE THIS SHEET H8 (2).2X10 #2 SYP SEE GENERAL HEADER NOTE#5 WJ 12" FLITCH PLATE THIS SHEET (2) - 2X12 #2 SYP SEE GENERAL HEADER NOf'E#5 H4 WY ill" FLITCH PLATE THIS SHEET H6 (3)-13/4-X 111/4 ATTACH TOGETHER WI(2) ROWS 1/4'X 3112 LVL2.OEFb=2600PSI SDS WDSCREWS @ Is- O.C.TYP- EACH SIDE HB (2) - 1 314- X 9114 ATTACH TOGETHER W/ (3) Rows 1/4" X 3 11Z LVL 2.OE Fb=2600 PSI SDS WDSCREWS @ IS' O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2X6 OR2XB WALL OPENING SIZE JACKS KINGS JACKS KINGS EA. END EA. END EA. END EA. END 1 -03 11" (1) (2). (1) (2) 4.0" - 9',0' (2) (3) 12) (2) 10 -0" -16'-0" (3) (4) (3)' (4) GENERAL HEADER NOTES I... VERIFY W/'PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1sl FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WrrHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6, FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 3X5 F.G. I 0 M SHWRI FLOOR PLAN SCALE: 1/4" =1'-0' ELEVATION "NCR" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.0 /-37.0 +26.5 / -28.8 O +26.5 / -34.4 +24.8. / -27.1 +24.8 / -31.1 +24.3/-27.5 O +23.3/-26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL_ NOTES 1. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fens must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4, R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]. 5. R308.4.2 All windows within 2'-0" Of doors and In Shower Or tub areas will be safety tempered glass. e. Calling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8' CDX. 1X T&G acceptable for substitution.. 7. EC: R402.2.4 Access doors from conditioned spaces to uncondltlonGd spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502-4.5.1 through M1502.4.5.3 9. Ceilings for exterior entitles and covered porches to be 7/16" OSB on underside of roof busses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Bd nails at 6" O.C. field and 4" Q.C. at edges or 70 screw shank 3" D.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS LIVING 2523 S.F. TOTAL LIVING (AC) 2523 S.F. GARAGE 620 S.F. COVERED ENTRY (BASE) 177 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 3520 S.F. a g N Iv o CD � � @Cm U W[i damo u�! z° W LL� LLt W to y Z�R a w „g G_ 3 � o wE ms$M .1 S C OJ Z M G Q G 5" F 0 a8 - �2 o$ v 01M FOSENELCON ❑ 0' ❑ z Z8 8 Q N 0 e� � n Z N t^ M (DOE m � (I litU �V ENE w t p C) `R 00 I c vs Q d nbo i DAMS II �1ldU II FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: "Ile Copy LO E N N - � C3 C} M N a E''I z • V m Q I 47 M a b Uj = m o DO LL ..� M ' ^ t' JJ A Model Name / Number: 2508 Plan Issue Date: Thursday, June 10, 2021 KA PROJECT NUMBER: 21-6771 Sheet: Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR HIEFERENOE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. S. REINF. GRADE OPTIONAL CURB FOR VARIES F.F_ SEE PLAN MASONRY @ ELEV. 0'-0" W/ (1) - #5 BAR CONT. a. •• O...r� v;D i•'yj R. Z • N ) 2 STORY: 20" X 20" • ' •. .° REINF. cov W/ (3 - #5 CONT. 16 �: (2) #5 SEE PLAN ► REBAR 16 (2) # 5 REBAR BEARING FMO1 SINGLE STORY FTG 1/2"=r-00 FM02 SECTION @ GARAGE 1 2"=r-o" REINF. SEE PLAN co S (1) #5 REBAR CONT. ��``tttatltl91919N1/ i FM03 I THICKENED EDGE 1/2"=r-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. - -zz; Q" I`SE IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL �• .�, REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN TOR �I : �1 - '\ w MORE INFORMATION)- s FJ PROVIDE 13" WIDE LGAR. ONT WALL - (4j �Q. CD RECESS AT GARAGE GARAGE % '�� �' ' Git ti DOOR. EXTEND 6" BEYOND " *•� % 9 Q I' ¢{ F.O.M. EACH END, TYP. .FLR.s f i ALIGN DRIVE W/ BOTTOM Of (.' 4" 16" 4" (2) #5 REBAR N RECESS &PITCH DRIVE N ,' 2 STORY: 2( X 20": 4" CONIC. DRIVE W/ 1/2" EXP W/ (3) . #5 CONT. 2 STORY: 20 X 20" JOINTS 10" O.C. TYP. , ° 16 , ° L(2) #5 REBAR W (3) - #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2" =1'-0" FM10 INTERIOR BRIG WALL 2X.BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) $ e „CL @ .i ro 0 g Aga EEPLAN 'F._._..:A� a f7 a WNm�B d a $m-� N Q �oLL w N 2-#5 REBAR ®$ �€W t o FM11 STEP DOWN BRIG. 1/2"=r-0"=r-o"es©" L o "e2 SEE PLAN s $5OPTIONAL CURB SLOPED GROUT - ' SEE PLANOR MASONRY AT TO DRAIN 4"X 4"x 16" ¢ � e ', ELEV. BAR WITH CURB o TYP. SEC.(1) #5 BAR CONT. (G.C. VERIF^0 20 o Z F.F. REINF J • i (SEE PLAN) d 2 #5 CONT. a w INSTALL LINING _;,* ; w Tj 2 #5 BENT BARS W/ MATERIALS PER ,e _ _ w w MIN. 25" LAP SPLICE Z N FBC-R P2709.2 " y N m MUDDED FLR. SLOPED TO DRAIN MIN. #5 CONT, f6 FM14 SECTION @ RECESS SHOWER 1/2"=r-0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" O o ALTERNATE: w ro N E f^µ REINF. THE REINF. BARS SHALL BE GRADE . '= t y #5 CONT REINF. SEE PLAN CONTINUOUS AROUND CORNER x e BY COLD BENDING THE BAR WITH SEE FND. QUANTITY FOR c m 0 MIN. BAR LAP OF 25" ro Q 11 6 a 4 #5 X 25" X 25" 0 c CORNER BAR ONE N a��II .. - FOR EA. HORIZ. DA�gS HCiM� REBAR, TYP. U.N.O. N �� '1 1 (2) #5 REBAR 16" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE 3000 GULFBREEZE PARKWAY 40 PVC SLEEVE 2 STORY: 20" X 1.0 GULFBREEZE, FLORIDA 32563 THRU FOOTING W/(3) - #5 CONT. DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. FND PENETRATION 1/2"=1'-0' 11 PORT ST. LUCIE STEMWALL SCHEDULE' STE FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) HEIGHT h) HT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 16. 48. 48" W/ (5) #5 BARS CANT. & #5 @ 18" O.C.TRANSV. 1162# 7-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES" V1 Job Information REtl!'FWF_D FC o ODE IcumpUA- S-r* LO HOC ®�� N LO O � i Lij O V M N d � 1. VERTICAL"REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS,. WALL " ¢ N U DO cn d INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM 3. ' SPACING STATED IN SCHEDULE ® LV Z 00 o SEE CHART ABV. -MAX F.C. ^ ;� 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING(O.C.). !00 LL '^�^ J -j V J 4a WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND W.W.M: TORE TIEDTO #5 CONT. REBAR ERT. F.C. AEIV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO ® Model Name / Number: (1) #5 HORIZ. CONT. TIED TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/:STEM EA. VERTICAL REINF. BAR EE NOTE 3.IF.STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR 0 STEM #9 CONSTRUCTION FOR MORE INFORMATION 2508 WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK ® Plan Issue Date: (1)1) #5 HORIZ, COM. TFILLING IS TAKING PLACE IED TO "' ' � • •' ' . ' e EA. VERTICAL REINF. B „ *J.6^ 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" RN GRADE -MIN. + V .c. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" Thursday, June 10, 2021 7o TOP OF �' „ f' ,�- „ 6.. h . TALL (TYPICAL ALL CORNERS) srRIPFrG. C. 6.IFSTEMWALLISWITH INS'-0"OFPOOLORWATERFEATUREFOUNDATIONS ® KA PROJECT NUMBER: 21-6771 „ .�,e` COMPACTED CLEAN FILL . •" . • 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. ym�;.. a ,' IN MAX 12'LIFTS 8.R403.1.4 MINIMUM DEWfH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG. W/ QV OF "MIN. COVER •SEE NOTE 5 THAN 12 INCHES (305 (VIM) BELOW THE. FINISHED GRADE OF GROUND SURFACE. d REINF. PER SCHEDULE b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN Sheet: pK� SECTIONS R403.1.4.1 THROUGH R403.1.4.2. it m i 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE NTS FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING &RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508X3 = 7524 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEFr. + APP. CIR. = 36.524 SUBTRACT 100 % OF FIRST 10,000-10.000 A= 26,524 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 26,524) =10,610 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 2nn AMP PANEL PROVIDED HGSI BIBB 111111�, 111111, � m NSTALL FAN INSTALL FAN - \ BOX PREWIRE BOX PREWIRE "� ` INSTALL FAN \ I /BOX PREWIRE WP GFI,_.- s.., INSTALL FAN BOX PREWIRE\ \\ dFI r - w _a \ - - - - - - - \ r GFI \ ISP FI FAN ki ,b—INSTALL FAN GFl FOR D/W REWIRE GFI O BOX PREWIRE I I Ip LOCATED IN `----- v\ ADJACENT CAB L -I FOR HOOD - - ' IGFI ' -� b, . ` �6.d\ .GFI ` r r — r a •I ri ------------- --- - �---------.--------- --- - f ,K GFI - \ ®INSTALL FAN �O 80X PREWIRE. W / o WP GR i O rr - iH ILI GFIJII`'� I 1220i .,220-.,------- - - - - -- INSTALL FAN I w.H. BOX PREWIRE — — 6 ' r GFI ELECTRICAL L w NOTE:. / I LOCATION OF METER AND PANEL BOX U /=WWP / ' ; ' TO BE BY BUILDER. IF NO GARAGE SEVICE LU / GFI TTT \ DOOR IS PROVIDED A DISCONNECT SHALL w ATTIC ELECTRIC BE ADDED AT METER LOCATION. LLY \ IF REQ D BY CODE \ Lj ,r \ r r GA _ — - ,r rr ri i �Y GFI r r FOR GARAGE GFI ® r NOTE: DOOR OPENER KEEP COACH LITES OUT FOR GARAGE ® � ® OF BANDING, QUOINS, AND ROUND COLUMNS WHEN DOOR OPENER - POSSIBLE, REFER TO ELEVATION ----------------------------------------------- ` FOR TRIM. ' r r r r r r r r \ GFI HOSE 42" BIBB r r r i r i -�- COACH LIGHT - — - COACH LIGHT --'--- - _ _ - _ _ COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = V-O" ELEVATION "CR" 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. 1.4. 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 FLOODLIGHT 14 FOUR-WAY SWITCH $DM DIMMER SWITCH lU FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT � ' DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET p- DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV❑ T.V. CABLE OUTLET I= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RJ RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECT CAL 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2' CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND' SERVICE#14 COPPER TO LIGHTS AND OUTLETS POWER COMPANY TYP ELECTRICAL. #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER #.8COPPER TO RANGE INTERSYSTEM # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD Wf MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. OWN P ZyS> w 3 � �• U� fir), •'• � i Q J U ; O QtG '/VI'ii�®/ RO F E S SIO 4) ff/lfllHlllite4Io —3 II w P6 - Ip g " � a 8 N ¢ N aNN�l a a B 3aw 4i4LL'� Lq d W y arE O �`g' o 30 g§� u c :g 2- N ,I 2 o �m III WWW.FDSEAG.COM ❑ R ❑ z z M zn 10 z N In C4 — Um z � J c w o � I U z _ awm c lLn Z cm U -N E I m - too DAMS HDM FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Job Information: N rl c Ln O CV 2 'S E c— Q N _ — m `o 0 .�y�y �LL^VJ ::D '1 i " e vd J Model Name umber: 2508 F Plan Issue Date: Thursday, June 10, 2021 FT KA PROJECT NUMBER: 21-6771 Sheet: 4 Of, ELECTRICAL PLAN TOP OF BLOCK__ m FIN. FUR_ BRG 0 ENTRY IGG1@ GARAGAO.M. W'DOW HEAD HGT 0 O ro m _ I I I III I I IIIL o DEL 25 _ j ]FIN FLR a 4'10" COLON LITE TEXTURED 28" HIGH BASE CEMENTITIOUS COATING 48'DWMB VEM 1�s 48'.0I7MIXiEMT. 48' OFF PoDGEVEM VENTILATION CALCULATION Formula = SF / 300 / 2' 144 = net sq Inches of venting needed equally for Intake and exhaust Soffit product provides 4.12 net sq in/sf Ridge vent provides 18.00 net sq in/if Off ridge vent provides 138.00 net sq in/sf Overhang distance 1.33 It S.F. of Area to be vented (SF) 3520 s.f. Total needed forexhaustfor upper 1/3 845 netsginches Total needed for intake (soffit area, lower) 845 netsginches Number of Off Ridge Vents for upper 1/3'needed 6 L.F. of Ridge Vent needed (can be used in combo with ORV) 47 Lineal Feet of Soffit needed to meet required 154 Lineal S.F, provided by plan 223 TOP OF BLOCK __—___________—___—_._ W'DOWHFAD T LRE TEXTURED e CEMENTITIOUS COATING i 25 SH 75 SH O 00 KtAK tLtVA I ION SCALE: 1/4" =1'A" I 72" HIGH COL 3068 DOOR WITH (2} ON 28" HIGH 12" SIDELFES & BASE (2) 16" TRANSOM FIXED GLASS ABV pie DBL 26 SH 16"TRANSOM ABOVE RN_FlA. RIGHT ELEVATION "CR" SCALE: 3/16" 12"x22" SCORED DECK. LOUVER W/ 4" BAND Y 8x7 OVERHEAD 16x7 OVERH{ AD FRONT ELEVATION TR" SCALE: 1/4" =1'-O" F.F. R0wN i GF N 2 � %, wu SE s i Fly } o N N 3 H w cO to LO `ot-ti o CO ti _ ell q g_q c, u s .�� "i1F n�ry�Z LLJ a il mym�s` y 3z2128. a"i�g �� •'C � d fig" a m 2 11 cat J v tC� ❑ ❑ ❑ 9 YAYW:FDsaVO.CON z i Z Z N p C3 Z r� Q o '0 J D_ co In Z N gN M .Q 2L � W m [� Mf !— E � `b: U m I "I NI ® U ODrRo '. d Y A DAMS HOM 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F1 Jab Information: FOR ;kN E ml,y 0 FIDE ('OP z r- o u) w t� d Z cn q M a b -j Uj Cn o GO L` / Model Name / Number: 2508 / Plan Issue Date: Thursday, June 10, 2021 / KA PROJECT NUMBER: 21-6771 Sheet: Of: ELEVATION — CR 20'-0" MAX FOR WIND SPEEDS < 155/C MPH "X" BRACE S G.C. TO PROVIDE DETAIL TBOS BLOCKING TO COMPLY W/ APA RECOMENDATIONS _ FOR SPAN RATING OF SHEATHING - SEE"HIP/RIDGE _ - BLOCKING" DETAIL FOR WIND SPEEDS < 155/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0 MAX THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING S NOT REQUIRED AT HIP SECTIONS d EQ. W Q ONTINUOUS BOTTOM CHORD RACING 2 X 4 MIN. SEE DETAIL TB04- - & d Q Q x0.1 IIIII!IIIII�IIIII■IIII� long O V w - - I-EQ. BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING (P 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING FROvlueu I I EXTENDS OVER AT LEADS 90% OF THE WEB. TB05 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 5 25 R WIND SPEED (ULTIMATE) 160A 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 [4:12]-[1212) (SO FEET) (-) VALUE DENOTES SUCTION AREA ROOF 9 2e 2n 2T 3 3e 3r B=IR aO HIP -37.02 -51.06 -51.06 -51.06 10 GABLE -37,00 .97E -58.99 -58.99 -58.99 -76.03 1 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ Be O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 39, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q. d) SINE: 28'32" EXP. 1 (B`20) tau" EXP. 1 (m2G) r ,TILE: NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Sa" x 0.113") NAILS r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN IASI SHEATHING SHALL BE FASTENED �A411 LA 4 4 La 4 1 71-a+ '�y WITH ASTM F1667 RSRS-0310d (2W' x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120') NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER WI BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:121-[12:12] @ 16" O.0 FIRST BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE_ WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGE&A MINIMUM 1B" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1B". O NAIL AT BASE 2 ROWS @4"O.C. W/ So COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS 04"D.C. ad ad COMMON NAIL. © NAI L OPENING PERIMETER W/(2)ROWS @4"O.C. w/Bd COMMON NAIL. DO NAIL INTERIOR AT WO.C. W/ Stl COMMON NAIL O STAGGER ALL VERTICAL JOINTS&MAIL @4"O.C. w/ ad COMMON NAIL O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER W/Stl COMMON NAILS @ 4' O.C. (2) ROWS @ TOP S BOTT. (2) ad NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END, 15132' OSB - EXPOSUREI SHEATHING DLOCKING AS PER SECTION X I FULL EIG� oT. 1 O /FLOOR SYSTEMS NOTE: ad NAILS FOR WALL SHEATHING MUST BE MINA31"X 21/2". DO NOT OVERDRIVE MAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 13' (2} 2. TOP PLATE BEYOND I&/WOSBEXPOSUREI SHEATHING _____ _= =__;;_ _ __- II== II �I ISCIUD 2. BLOCKING rr II II 11: ii I @ALL SHEATHING G7w 111 III ''I II II I II EDGES III III III 11 II I 11 II 1 (SEE SECTION XA) 4 III III C 111 /-(/A11II II U 11 I I $� III III OPENING ill 11 II II 1 l lil X ii iI .0 III C 1 _ -__ _ -R --- iu W III i Stl lil X II II 1 II E III O -Tr---- - IIII 1 II III II 11 II j 2x STUDS BEYOND. w I III 11 If II SEE PLAN w IIII I II ', III II R: II I IIII I 11 III 11 II II 1 IIII IIII IIII III I I' II I II L 11 11 LIII I 11LIL II I� IN III III EI II II I 1 II II I II II II I 1 II II I z � � ALL SHEATHING I I A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM "S" m NAIL 36 " SPACING 3M:" V2" L \ �112' e s SINGLE NAIL EDGE SPACING DOUBLE NAIL EDG F SPACING Hog LL � Io uy�f'i Ir "'�-21M P.T. BASE PLATE BEYOND SEEv LL PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2 /rSPIF TURNED VERTICAL KI 716' FLITCH MATE. TO W1(2)121 TOENAILS EA END. NAIL RJTCH PLATE TO VERTICAL W/ (4) ad. NAILS (2) Stl MISS @ Y O.0 SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. n ■ . T CONNECTOR SCHEDULE FOR: ADAMS HOMES - Model 25093CF CA Tp��$F 41 BEARING POINT TRUSS ACTUAL IO CON N ECTOR UPLIFT DESIGN FASTENERS NOTES UPLIFT RATINGCONNECTOR . C1 CS ,E7V=fjUCN7,1,17 r L/R 349#orless HETA16/PER TRUSS MFR 18104 (9)10x1-1/2" eoACNi ' L/R -740Oarless HETA16/HETA16 1810#/1810# (9)10dx11/2. .t` {9110Hx11/2 A37ti•16,)Bi2r( L/R -1023#or less HETA16/H10A 1810#/1040# IS) 10tlx11/2 118)10d x 11/2" L/R -537#orless H10A/H10A 3040#/1040# (18)10dx11/2 (18)10d x 3112 A1,T: L/R 2052#., lA," (2)HETA16 / (2)HTS20 2365#12620# (20O .10d n 11/2 (48) lad n 1 1/2 L/R -354 #Or less H2.5A/H10A 565#/10409 110)ed (18) SOd n 11/2 1 (10)8d L/M/R 861 or less H2.5A/H10A/H10A 565#/1040#/1040# (18)Lot. 1-3J2' (18)1Dd'x k1/2r, ..' (9)10dj11-112"' A05AD7, ABBE L/M/R -1379.#or less HETA16/H10A/HETA16 1810#/ 1040#/ 1810# (18) lode " (9)lOtl rc plf2° (9)10tlx 'cjW1- L/M/R ,3044#orless HETA16/MT612/HETA16 1S10#/990#/181U# (14)I0dx14/,2" 191 nod:K14(2". (9)10dn1112"' i-AOIA,"A018, ABB2-ADS,AID L/M/R -1121#or less HETA16 / MTS12 I HIOA 1810#/ 990#/ 1040# (14)10dx11/2 (18) 10d x 14/2 A09. L/M/R -2939#orless. PHHETAI6/12)HTS20/ 2365#/262 Be 12365# (72)1Ddx 1.1/2 I" 2)HETA16 B03 CONE. -152 FEE., Less TOENAIL 330ELF (1)16d@4OC PER GE01/S-4 PBS -PBS CONT, -264#Or less PER TRUSS MFR 1' µ&III§' x 24)2' SD8 WEffi' A095lJPPORT COCOON CB JOINT#16 -2424#orless HDM540525 `544all ` A S/5°;FpGkY��OY mY ]i( 8 MIN,EMBED -, y�13%T MJ*Sgp ARdh0T 0{I&J A17 SUPPORT COLUMN C2 IOINT#11 1896 #Or less 07T12< i3A5'aF -So "DSs$ TRUSS MANUFACTURER: PROBUILD .DATE OF LAYOUT DATED ,",)f2((5#Q ,' L=LEFT, R = RIGHT & M = MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAWINGS TR�1`�S PLAN FFCRFI SCALE: 1/4. -1'0' OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR 8 FASTENERS SPF ®YP CONNECTOR &FASTENERS WF SYP OFRAME IO HETAISW(B)l 04 x 1 VT OR 410 MA16 W (10)10d x 11&' OR MASONRY HETA2DW(9)IDCx1 VT' HTA2PW(10)10dx11W INS 1870 OFRAME TO FRAME H25AWHORId PALS No SEE HT7AW(10)Bd NAILS bib 685 © FRAME TD H10Aw1(bloox 11R' 1M5 "FIR RTIBAw,Ti7ltOd x l la' 885 102E PANNE H1G4-2W(18)1Mx11AT'AT 2PLYTWSSES mol 'E RT152W(I6)10dx11ITAT2PLYTRUSSES 035 low O FRAMETO MT812w414110dx11WjkTSXNRION 860 EEO MTWI2Wi4R61x 1112'(A.TEXTERIOR FRAME LOCATIONINCLUDE(3)IMTOMAIL81 LOCATION INCLUDE (9)12d TOENAIL8 1006 i1B6 OFRAME TO MGi W(22)1Da NMLS AAIGSIB'AT.R. w/1T E AT.RW MASONRY 8BMUGtio.(28)IMNALSANDMI 39E M%1TEMBSOMENTWSIMPSON`STEPDXV OFRAME TO HTS20wA24)l0dx112"(AT EXTERIOR 1125 HTW20W(24)10dxl 112'(ATEXTERIOR FRAME LOCATION WCLWE(8)12d TOENAILS 1&70 LOCATION INCLUDE. 212d TOENALS 1z% Ma0 FRAIE TO D)HTS20 W(4B)1Odx1 VT(ATExTERIOR 2250 262E 00 HTW20w448)10dx11P oRTEXTERIOR . FRAME LOCATKXR INCLUDE (6)12dTOENAILS LOCATION INCLUOE(8)12d TOENAILS IEA) 2570 305E HOT-2W(16)i%NAl6AM (2)SR' AT.R. NUGT2W(16)10d NAR8AM(2)5B"A.T.R. OFRAMETO "ONRY W12"EMSEDMENTwI3IMPSON"SEI• 1069E W1T'EMOEDIdENTWSIMP90N"SET' 7020 979E W0:0' (HOTS FORS-PLYI EPDXY01JGT3FGR 9-PLY) O FRAME TO FGTR W(a) 1W x W BOB WOOD SCREWS 840E FIFUS W 112) WSS WOOD SCREWS AND I&MIMPY AM (2) VTx F TPEEN HD ANCHOR BOLTS 4M BUW4-x0'WEDGEHROLT 7100 O FRAMETO E(F1M'xI&tWTREN2R3 178E 203E MASONAW SEE OT 46BELOW Q FRAME TO MA90NRY1 (2) LGT2 W(82) ledSINKERS &047 iM"x21M"TITEN(2PLYTRUSS; �M 4000M (2) LUG72 W CA led SUMMERS &(10) iM•x7 WED0EA0LT RV TRUSS) 3100-M 310E-M FRAME OR(28)16d SINKERS FOR FRAME (EN 2246E STT)FF (2 OR(82)1Bd SINKERSFORFRANE(EA) BBW.F 4620E J3 FRPME TO MA90NRYl ,XLGT3WDN)1N'x3'SOSSCREWS &(N YB"XS'TITEN (2 FLY TRU63) 47EETE ESRI+.1 dRUUGT3W(24)1/4`x211ZWS25 SCREW6&(4) 3Wxr W0BPLYTRUSS) 648044 >050M CROP) 10, b010.F 6%6F gRg0.F 7710f FRAME SINKERS FOHFRAME(EA) 01 l(WEINKERSPOR FRMIE(EA) O BEAMTO HU4100PTH1CT0W(1E)16d 8(10) led TLRSRE HD410OPTER1101FW(20) 10d K(10) 10d Cell BEAM MILE JR78% NALS UY1950 OKAMTO HW10OPTHUC410w/(IS)TREN G04M MD4100PT HDI101F W(20)1M'xY' GBEWS5 MASONRY 1We23N-A0lU10d NAILS H 4SOPTHUCC6 / W M S & U*I80E WEDGE 111010d 'MILS umo ©REAMTO MASONRYI wIS IL (12)1/Yx23ICTITEN(TOMAS.) 04164E WORD (Imb00 01135 H°460PtHW6W(6)1WNAILS S (12)1/4"x23/4`TAPCONSfro OAS.) GF1628 1M1030 302016 U01150 FRAME CR (12) lBd & R61IM (FM FRAME) SYP.P III OR C2)1Bd & HR l0d (FOR FRAME) S F SYP-M (2) HETAl6 OPT (2) HETAX 192E 9gE0 (2) HTAISOPT(2) HTA20 IN70 OMASONRY MASONRY 1FLYW(10)lodx1VT GR 2365 23% 1.PLYW(10)100x11/2'Oq 2430 2.PLYW112)1& BPLYW(12)16d HTSAH6vdRB10d NNLSANDA1/4M21M" 958 1110 HTWM18W(81l Dd NALSAND(4)11Cx1Y4" 1145 1225 TONS WEDGEBOLT OFRAMETO MASONRY OR HI'OR BM20W(10110d NAL9AM (4)V4'M VP PER 1110 MWM20wl I1N10d NNL5M1D14)1M"x13M" TARMNS WFDGE.BCLT 1195 1225 OFRAME P TO H10S W(9) W x11R• NAILS AND(2) 34&`x4• no 010 MASONRY ROAN M TO DIEM W (8) 114-A 141 SIDS MOD DTS-TZW(M1/4-xi IBFW915WO0D OFRAME q MASONRY SCREWSANDC)11T4AT.R.EPOAEDW INS 2145 6CREWSAM(1)124ACT.R EPDXIMMI 1510 1035 SIMPSON"SET' SEENOTE04 SIMPEON'SET• SEE NOTER4) FRAWHTTBWGRU16d#IQ-NAILBAND(115R' 0 XTT46W128)1Bds21APFIALBAND(I) ® a H� ATA.EPDXIEDwISIMPSON"SET' 437B Sol WOATA EPOMEDWSIMP60N'BET' 50o5 SEE NYTE"BELOW gEE rvDTEH BELo - H1TIW(l4)16d,QlWNAILSAND(I)5/8"6 HR06W114)1&1x2 VT NALSN40111 © �H" AT.R.EPCXIEDw1SIMP80N"8ET' 3610 NIPS SWIPAT.R. EPDXIEDWSIMPSObITET 4160 (SEE NOTE#48ELOWI (I NOTE 548EL0 O FIFINME TO FRAME H10SW(29)10tlx1 1/2' NAILS. TIS 110 LUGTI W(23)8 AIZ NXI ve INS O. FRAMETO HIMKT W(4)1R1T BIDS 1I 1DS MOD MIW(9) 106x 11R' MARCH MASONRY SCREWS&(5)1A"x2114`TAPCONS TEE 7BE (M 1M` x 13N• TAPOONB 13% 1995 TO VGTW (18)1/4'0 SIDS WOOD SCREWS & OFRAME MASONRY (1) We A.TR. EPDXIEDW 9NRSON"BET" S686 4&0 W 1T MIN, EMBEDMENT TO (2)VGT W 132) 1AIN3" SD5WO0D FORMS OFRAME MASONRY d(2)LSO A.T.R. EPDXIED W&MP8014 8170 7186 'SET wI IT MIN. EMBEDMENT 0 FRAMETO VGTvtl{16) t/4'x8' SDS WOOD9CNEWSB EDU44�SM W(10) 1W417=w WOCO 3285 4&65 MUGTI5 W/(M 10d NAILS II1745 W7(IS) 4160 FMME SCREWS&11)BN"DAT.q. 10d NNL9 & (U YPBAT.R OFRAME TO DOHTT15W(S211%M1Q-NAlL84 4378 (2)HTT48-(8211 In21YY NAILS FRAME IU SA-0 AT.R(SEE NOTE") SB% &(II YS'BA.T.R.(SEE NOTE W) SEES Reucwu nrwuerwnRumeA. 1. CONNECT ALL FLOORTRUSSES TO INTERIOR BEMINO WOOD WALLS/ SIAMSW(2112d TOENAILS. 2. XLTNUMTOTRUSSCONNECTIONSMEMMIMMSYTRU SMMUFAGTURER,UN.00NPLW. 3. G.C. MAY USE ENHER SIMPSON OR USPCCNNECTION9.9E£ FRAMING PLAN FOR CONNECIOR CALLOUT. 4. FOR SINGLE PLYTRUSSE6, SCAB ON FULL HEIGHTSYPRI 2x- TOTRU68VERTICALWEBW(2) ROWS OF 10d NAILS W WO.C. STAGGERED. 6. 12"MIN.A.T.R.EMB VENTWCMUBONDB MU.N.O. 6. SCAB TRUSS CHORDW4'L'2x3YP#2MATCH CHORD LUMBER gQE)wlold ROM 10d 04"FROM END&W O.C. STAGGERED. OENTERAT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O. MINMAL CONNECTOR UNOONPRPMING PLAN 1. CONNECTION FOR ALL ROOF/FLOORTRU99ESTO MASONRYWALLSILINTELY ICF WALLS UNO ON PLAN 2. WNNECTIONA72PORP-0,C.PMMNGVERnOLSFORALLFMORTRUBSESPAR LTOMASONHY WALIS SEE MAL F1112IS LI FOR MORE INFORMATION 3 CONNECTION FOR ALL HIP JACK (DORMER JACK) TO MASONRY WALLSICF WALLSHJNTELS S 4. CONNECTION FOR ALL CONTINUOUS RIM BOPM TO TOP OF MASONRYAT ffi' O.0 MAN. W(2) AT EACH x� CORNER.00. TO VERIFY LOCATION ODES NOT CONFLICT w/TJI (IF PPPLIGOLE) LAYOUT S CONNECT ALL FIDOR TRUSSES TO INTERIOR 9FAFING WOW WALUBEAMS R1(2)12d TONNLS O MINNALCONNECTORUNOONFRAMINGPIAN 1. CONNECTION FIXR JACKTRU33 TO WOOD WALL OR BEAM _ © MINMAL 004WCTOR UNOON FRAMING PLAN 1. CONNELTIIX4 FOR ALLTRUSSESIOINTERI0WEX1ENCq BEARING WOOp WALL$ANDK)R 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" D.C. MAX. O CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1. - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OFTHIS 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 15 REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 RhVIECOOF A Tbu ®IiN- so( C.M.U. OR ICF WALL ° METAL DRIP EDGE. + 2 X SU&FASCIA o 'SEE TYP. WALL - •-ALUM FASCIA SECTION 2x4 P.T. FASTEN TO ki C.M.U. W/ 11/2' LONG T-NAILS 0 2'-0" O.C. SECURE JCHANNEL @ 12" O.C. t CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPAOITV TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDINJg WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-O" f2 �������l \,,O IWSE 10 PG U i �° OF Q �FLO�\� g js7//'RO F E S S `O, a will IIIIit T 2 I � °mb 0 N ® 00 a $my14 F W (� L � � pv2me5 a a I �9LL$$W�' a �a m9 0- 1: 0 �P Zwe- BIG �a o T $qg� 3C1 H d ac p¢ EB@ Ise$ IL Z � N 5 € ° INA WSDSENG.CJMI� ❑ ❑ ❑ 0 Z M - Z 0 y. Z N N ;J Q in g - (�1 Z C4 illl�V JVi m �n 7 w I 0 T Ow L I C �L ,U -Cq E CC �7Yoo Q I Q N O a DAMS OMES FLORIDA CONTRACTORS UCENSE NO. CR01330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Tj JJob Information: YBIRRB _ o FILE C.UP IIRRR- z c Ln 0 L LLI j2 u � M % (O C,4 0- 3 m N Z N m N !L OJLu=) LL JmU)V) TT Model Name / Number: 2508 Plan Issue Date: Thursday, June 10, 2021 KA PROJECT NUMBER: 21-6771 Sheet: 6 Of: ROOF PLAN A LINTEL SCHEDULE LINTEL BEAM: - 1 COURSE LINTEL BLOCK W/ 14 5 NON-SHEARWALL SEGMENT BAR & 30M 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 L I MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 PS 1. CONC. W/1 #5 REBAR CONT. �SIMPSON SP4 W/(6) -10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS DDUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT, Bj'cXG'- ARING WALL EAZLIL AME WALL .U. SYP/SPF P.T. W/ " X 8" "J" BOLTS OR " X 6" EXPANSION RS OR (6) 3" X 114" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO I MS031 nxACANIOV Onnl NlCnrinNl nCTAl1 V I N.T.S. 20" MIN. LAP #5 REINF. BAR A 43 CR#4 REINFORCING z� /e• BAR IC #3 A, #4 1 AP SPLICE " 25" MIN. LAP #5 STD- 90° HOOK #5 REINFORCING BAR #5 I AP SPI ICE Si LAP #e REINFORCING BAR •GRADE 40 U.NO. #6LAPSPyICE I MS05 I REBAR SPLICE DETAIL - GRADE 40 1 NJ.B I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 21A" 12" O.C. 1 2 x 6 1/4' X 2?A" 12" O.C. 2 2 x 8 1/4" X 2aA" 12" O,C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST- ----- v LINTEL w a (2) 2X P.T. BUCKS W/ BETWEEN FASTEN Pr 2X NAILER TO MASONRY IF DOUBLE 2X NAILER 15 USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS111 2x BUCK DETAIL I N.T.S. I 0 LINTEL NO. LENGTH -FT. SAFE GRAVITY LOAD I PLF) APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM lO 17'-4" 950 PLF 172 PLF 404 PLF 78 PLF SF116" M NBMUM � 9'-4" 1843 PLF 200 PLF 1133 PLF 50 PLF 8F12 16" MINIMUM 0 7'-6" 2661 PLF 921 PLF 1634 PLF 552 PLF 8F16 -1B/1T ® 7'-6" 2661PLF 1349 PLF 1634 PLF 400 PLF 8F16 -1B/1T 0 4'-6" 6112 PLF 172 PLF 2724 PLF 78 PLF 8F16 -1B/1T ® 12'-0" 1254 PLF 190 PLF 559 PLF 133 PLF 8F16 -1B/1T 4'-6" 6113 PLF 1796 PLF 2724 PLF 421 PLF 81716 -1B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) IS HURRICANE ANCHORS (TVP.J 9 REHAR At foe MN OREab hln" C- oR C.Y.LL 4 m � GROIIt O OF LINT£4 GAV'f 9 Tor REIVFORCN 1d6-AiCTJAL PROVIDED MLIM1TEL ( AR'a9) 6' N IHAL IWi TTPE DESrGNATIox F. FI1 U-N GRO11 I I, VIR I.� an-1MTom of b REBAR AT aY 6 un GAN}Y SIIF16-IB/IT NGTIINAL FOMIVAL NJ LCWMof•e AL JGGH- REBPRAIR AT PGP MATERIALS 1. he precast Trials = 3500 psi. 2. f'c Prestressed lintels=6000 psi 3. PO grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM 090 w/ minimum net area compressive strength = 1900 psi. 5. Reber provided In precast lintel per ASTM A615 GR60. 6. Field racer per ASTM A51.5 GR40 or GR60.. Prestressing strand per ASTM A416 grade 270 low rclaxabon. 7. 7/32 wire per ASTM. A510. B. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Share filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured With S-1/2" long notches at the ends 10 accommodate vertical Call reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except Hotels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar 10 be located at the bonam of the lintel cavity. 7. 7/32" diameter wire stimps we welded W the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel In Ilea of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Llntel 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 withoutengineering letter. If a Smaller lintel Is Installed Contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for untitled Hotels must be reduced by 20%If bearing length Is less than 6-1/2". Safe loads for all recessed Hotels based on 8" nominal bearing. 2. N.R. - Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4, Safe loads based on grade 40 or grade 60 field rebar. 5, Additional lateral lead capacity can be obtained by the designer by providing addional relnTorced masonry above the precast lintel. 6. One 47 rebar may be substituted for Two #5 rebars in 8" Iintess only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at daway from the face of support. 8. Per composite lintel heights not shown, Use safe load from next lower height. 9. All safe loads in units of pounds per linear Poet. PRECAST'U" LINTEL w/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT REBAR ON BOTH SIDES OF OPENING U, N.O. PROVIDE KNOCKOUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) 05 BAR FOR ALL WINDOW OPENINGS 6'.6" AND LARGER- 'SEE FOUNDATION PLAN GROUT SHALL BE FLUSH WITH TOP OF WALL 10" /-STD. 90 HOOK a fif a G. 90 DEGREE a AN ANGLE 3000 P.S.I. CONC, W/145 CIA. TYP. BOND BEAM REBAR '' - " " 1 S" x 8" x 16' K.O. LINTEL BLOCK FILL W/3000 P &I, CONC. W/1 #5 CIA. REBAR ° INDICATES FILLED CELL FROM FTG. TO CMU U.N.O. 6EAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) >�.\\\\N jaROW N, Q'! N• •• a �. G� E6 i ; h� Q � �o.� FLO ''e '?0llliSIST0'1�` 51 H is - 5 m$l 0 N (0 LO g w` 8v 'j W v �� ti co I` m h- c0 0 00 r iG # # EP2�S, �%8 6a Ci lJi LL E$� ar�hz 2 aw 4�i a W (n 4$22$ pIme%IF 8 0 oa O aLwm5 �a Z Y LL mydfi9 ° _QNe. w RG CL 19$�m as O J asN m Q E Z a� J 5° 2 U J 0 4 �A try 0 °fi a ° WWw.FDBENG.CON ❑ ❑ ❑ W Z - Z ih CD p o N T\J] 6 W J _ ul LO N II M W � w � 1 d � O U o .R - oau ZD c u xi V) N � F- cm if�5 U-nE m r N � V iC lQ C4 v N O mO 4': W ,y gR nAl11EC Yf11111C'IC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job information: / N 1 7 =J O- FILE, COP z �to Cto W ' U M 700 04 N N O z W M d OJMLLI� W I j ' ^ (' JJ ^ m 00 o L� Model Name / Number: 2508 VT Plan Issue Date: Thursday, June 10, 2021 KA PROJECT NUMBER: 21-6773. Sheet: S A I Of: ELEVATION "CR" I MS011 BLOCK WALL REINFORCEMENT I N.T.S. I LINTEL PLAN o 2x6 #2 SYP P.T. W/ (2) W'xS' WEDGEANCHOR 0 OVERHEAD SECTIOJPER DOOR TRACK W/ 3 1 1/2" STEEL LAG B W/ WASHER. MIN. TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" "J" BOLTS WASHERS SET IN it FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o r Z SECTIONAL ® OVERHEAD DOOR w WOOD SYP 2° X 6" o `\e\\®��g,OWN s NSE E •t +.� a TRIM o R �P"�G� Q a U r rwi 2"x6" P.T. WOOD JAMB q r � e- I. i L DOOR AND CONNECTION PER it GARAGE SLAB cm % �ROFESSIO , // GARAGE DOOR MANUFACTURER q / ,� �///lgII1N1l1"iii � i TYP. GARAGE DOOR N 1 ' TRACK MOUI TlI G DETAIL ® co o 0 F- IV1512 OVERHEAD GARAGE DOOR ATTACHMENT III t r- 00 0 c00 mco CL BLOWN -IN R-30 INSULATION PER FBCAND FORM SUBMITTED WITH 3P89gPERMIT ENERGY APPLICATION PROVIDE BAFFLES 5 °,�Wlm BLOWN -IN R-30 INSULATION PER AT EAVES FOR VENTED ATTICS ( ) 12 '� ` 'aW ,� w .g aZ N %E FBC AND ENERGY FORM SUBMITTED pERMIi APPLICATION FIBERGLASS SHINGLES OR TILE ROOF ELEVATION) e FiY i] 12 WITH EAVES SEE PLAN (PER OVER APPROVED UNDERLAYMENT i 9PROVIDE BAFFLES AT PLAN 1 \ \ s gILW chi °� "� SEE (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - .-'d ❑ ❑ ❑,. F E " _www.Fosema.con+ (�I Z m FIBERGLASS FIBERGLASS SHINGLES OR TILE ROOF. (PER ELEVATION) ' 24" O.C. [RSH] - ON FRAMING SHT. FOR SHTG & FASTENERS. : i OVER APPOVED UNDERLAYMENT I ' I `'' n n i SEE ROOF PLAN FOR J 10 S PER FBCR 9051.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- PREENG. WOOD ON FRAMING SHT. FOR : ', „ '11 % < , - TRUSS ANCHOR (SEE PLAN) ' �.1..�.n..n.�..n� - -- SEE PLAN FOR u , , TRUSS CONNECTION I� . -' INFO &LAYOUT DESIGN Z cm 10 `" 'R d Q [RSH] - TRUSSES 24" O.C. _ _ _ _ �"— - BRG. HT. �� Rd --� +_-----_ - - - - -, - nv� SWIG & FASTENERS. i �• , 1/2" DRYWALL • SEE PLAN FOR _ _ ( ) }(\(" 1 TRUSS ANCHOR SEE PLAN FELT PAPER OR ` ° ETAL DRIP EDGE TRUSS PLATE TOP OF BEAM I ''i °s— ; _ _ - .. Z R �) i 1 1 1 I i 1 1I TO BE INSTALLED ON OUTSIDE 2X SUBFASCIA SEE ROOF Q) L9 v .r , v .. FACE - — - - - 3/4" P.T. NAILER � •�� SOFFIT. SEE ARCH. III ='FOR BEAM SIZE & i 11�. ONNECTION IN y w d ' . tMETAL DRIP EDGE 1/2' DRYWALL. PLANS CURTAIN WINDOWS m Ln 1/2" DRYWALL 4 P.T. @ n LINTEL BLOCK c I CONNECT ALL 2x STU 2X SUSFASCIA TO TOP PLATE WITH (4) 1 x 8 P.T. @ S.G.D. „ O.H. W/ (1) #5 DIA. REBAR & n SEE 3000 PSI CONCRETE ; U r 16d TOENAILS SOFFIT. SEE ARCH. H ELEV PRECAST "U•.LINTEI _ w = o E $ PLANS L ro 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE u N ; HB&G COLUMN WRAP OR 2X4 #2 SYP P.T. FRAMING = 5 m �• `R .. MIN U oW/ co a'0 _ SHEATH N/G ATTACHED PER i NAILING SCHEDULE DAMS HOME AL OPTIOM 15/32" OSS EXPOSURE I ON O'H' EXT. WALL W/ ALL EDGES BLOCKED. ' SEE FLOOR PLAN FOR W MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. COLUMN SIZE &BASE w w FLORIDA CONTRACTORS LICENSE N0. CRC1330145 PLY ATTACHED W/ (2) ROWS OF I6d (OPTION) STAPLE: 16 GA. 1 3/#' STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL MGT. ON A FILL CELL -(1) #5 DIA. CONNECTION INFO. I y. w NAILS AT 8" O.C. ALL BEDROOM WINDOWS. „ REBAR W/ 30DO PSI < SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY H CONC. ALL LOCATIONS w SHOWN ON FOUNDATION i PLATE w/ 5/8" x 8° ' ' ANCHOR BOLT SET IN GULFBREEZE FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN (G.0 TO VERIFY W/ FLOOR PLAN e & FLOOR PLANS H o SIMPSON HIGH -STRENGTH DIVISION LOCATION: LOCATION OF OPENINGS IN 4 r i EPDXY 6" MIN. EMBED. PORT ST. LUCIE EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL ►' ' ' ® Job Information: STUDS ARE REQUIRED). , ,°, NOTE: 44" MAX. SAL MGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW '41 WINDOW STOOL A W/SCREEN pi CEMENTIF[WS DECORATIVE PER SPECS CONIC SILL " SQUARE CMU BLOCK BASE W/ lx4PILE P.T. WRAP Dr G C�; :. FINISH 7/8" THICK PER ASTM „ (4) #5 VERTICALS FILLED SOLID STUCCO BAND STUCCO C 926.98A PAPER BACKED FOIL R-4.1 u SEE ELEVATION FOR MORE INFO 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU LOCK WALL N PER FBC AND ENERGY FORM v MORE INFORMATION). SEE T613 1/2" DRYWALL ON SHEET 6 EXTERIOR FINISH - SUBMITTED WITH PERMIT (SEE ELEVATIONS) FOR NAILING INFORMATION FOR AT EXTERIOR WALLSHEATHING. APPLICATION 1 2 RT FURRING FTG. DOWEL #5 DIA. REBAR ui y 0) y R-13 INSULATION WOOD FRAME WALL PER FBC P.T. 2X #Z SYP. BASE PLATE x 1 x 4 P.T. 17" IN CONCRETE - AB25"OVE ABOVE 0 In ..� � AND ENERGY FORM SUBMITTED 1/2 8 A.B. 1/2" 8" TITEN BASE NAILER > s w/ x (OR x SLAB. A L LOCATIONS SEE ON Iy a 3 w WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATIONPLASHOWN PLAN OR FTG ¢ U m m [7- WOOD BASE SIZES AND ~ N FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR LOCATION U ® Lij � m o - FOR SLAB INFORMATION TOP OF SLAB yy�� SLAB INFORMATION TOP OF SLAB VI e /Nuber: Model Namm ro ; GRADE '( GRADE a '.A' IEEDFOR 2508 ISEE •-:, CLEANqg PLAN R R iREBAIRQUANTITIES "N" �,yy�AApnp{ ,, .'� ,N'f� COMPLIANCE L'E Plan Issue Date: COMPACTED .N-I �i�a FILL m ,L ,�� CO Thursday, June 10, 2021 KA PROJECT. NUMBER: SEE FOUNDATION PLAN SEEPLAN4 SEE FOUNDATION - BOO/+ V 16" FOR FTG REQUIREMENT5 PLAN _ 21-6771 Sheet: Ift Of, WS01 TYPICAL WALL SECTION - 811 CMU 3/a"=1'-0" I ®n WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/a"=ro" CD23 COLUMN @ ENTRY CRAFTSMAN STYLE N.T.S. r TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST UNTF_L SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. STRUCTURAL W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON SHEATHING TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) I CLIP EACH TRUSS AROUND CURVE. MIN. 2 TITEN (SEE ROOF PLAN FOR TYPE) IF I,r,I "I ANCHORS TO 2x8 FRAME OUT TO BLOCK EDGE LINTEL (SEE PLAN) ,,—HEADER PER EXTERIOR SHEATHING ' LOCATION ATTACHED PER NAILING 7/16" O.S.B. (3) 12d SCHEDULE TB13 ON ®® EA. SIDE LS EACH END ;-�® SHEET 6 STUD ANCHORING: 7/16" OSS W/ 6d STUD TO TOP PLATE: 2X BLK'G. SB W/ 6d NAILS @ 16" O.C. INSULATION AT EXTERIOR SIMPSON SP4 TO O.S.B. 16" O.C. 0 EADER PLAN) TO SIDE & TOP NAILER ® ® WOOD FRAME WALL PER FBC ENERGY 2 - Sd & TOP NAILER SEE 2x W/ (3) 12d AND FORM SUBMITTED EA. END TSEE TOENAILS EACH WITH PERMIT APPLICATION 2 X 4 SPF IOR WALLS AT 16" O.C. F CONTINUOUS 7/16" O.S.B. 12X END TYP. EXPOSED TOINTERI R ACE) EDGE VIEW NG ATTACHED EA. SIDE 2 X 4 P.T. STUD TO BOT PLATE: 6" OSB W/ (2) 8d 2x4 SPF CONTINUOUS SP4 SEE DETAIL ABOVE BLK'G. TO OS.B.BLOCKING ATTACHEDSIMPSON / 2 - 8d EA. END TO 7/16" OSB W/ (2) Ed NAILS. SEE DETAIL ABOVE LINTEL �- KS SEE MS11 EDGE VIEW NOTE: HOLD FRAMING 1/2" ANCHOR BOLT FOR MORE INFO 7'-0" MAX BACK FROM FACE OF BLOCK @ 32" D.C. WINDOW OR DOOR OPN'G FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING m 145• yA. Lp LS (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED led ROWS OF STAGGERED 164 COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D = 0-162', L= 31 /2") OR EQLAL (D = 0.162", L= 31/2") OR EQUAL 1) A�DJJ,kCENT NAILS ARE DRIVEN FROM 3) FOR 4 LY, PROVIDE 1/4"DIA. x 5 1/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR&PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST UMINAIMN. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.Ts. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) N.T.S. F.F. OVERHANG ; j . , •, •Y• FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'P] MS18 RETROFIT WALL OVERHANG DETAIL N.T.s. VF02 I DETAIL @ ARCH WINDOW FRAMING N.T.S VF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4"=1 PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3' O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 4gn 7/16" MIN. NAILED W/ Ed 2x4 STUD 41gy COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE \\ BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR �` \` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD �` ` SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �` �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING TOP PLATE Wj 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 I `�*. `�\ *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. WOOD BEAM SEE TOP PLATE TRANSITION PLAN FOR SIZE SIMPSON HUC410 OR (2) I HUC210 Z PIPE OR DUCT w/ OUBLE 12d TO BUILT-UP COLUMN + +I m PENETRATION THRU TOP SPLICE ,; SUPPORT COLUMN BUILT-UP MIN. I+ +I y TOP PLATE w/ MORE , (3) 2x4's OR 4x4 W/ (2)-10d a THAN 50%OF TOP ROWS 12d I NAILS @ 8" D.C. EACH PLY 2X TOP PLATE TO 1I o PLATE WIDTH INSTALL @ 3" O.0 ; (SHOWN AS 4 x 4) GABLE END W/ 16d 1I 3 SIMPSON PSPN516Z . (2) SIMPSON TA20's NAILS @ 6" O.C. I n. w / (12) 16d NAILS TYP. �* y/7 ' i ; '' i . w/(12}36d EA. TO COL. I TOP & BOTT. ALT: (2) MSTAM36 STRAPS +_;1-' - - +'+ NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK CENTERED W/ (13)-10d NAILS i + + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL%. �, Ea TO COL. TIE BEAM SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 2" x 0,131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 1E15 1 FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP &BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL VF17 I TOP PLATE SPLICE DETAIL 3/4"=1 * CRIPPLES MAY/MAY NOT BE PRESENT. (�k) IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE EACH SIDE OF TO W O.S.B. .S.B. O OPENING G.C. TO INSTALL (3) TITEN HD. W/ 2.8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. JACKS RQFNT EAT OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EAEND EA END LESS THAN 4' (1) (2) (1(2) >4' BUT <9' (2) (3) (2J (2) 10'-0" - 6' 3 4 3 -)-- (4 CONNECTOR REQUIRED SP4 AT (3) 16d SEE PLAN COMMON FORWLL 2xCRIPPLES @16"O.C. 24" O.C. NAILS TYP W/ SIMPSON SP2 TYP. NAILS(TYP) t HGT. TOP AND BOTTOM CMU, rIJ I■I■IIIIII ® ® ® �'109!0000000 I •P ��1// 4-P-14 NAILS @ "Now• • .r p�II T IDE T• • NAILER:11 .d TOENAILS 1 EACH END TYP.2x4 SPF CONTINUOUS BLOCKING---/ ©ATTACHED TO . • :• NAILS. SEE DETAIL ABOVE SEE • I FOR ROUND/ SQUARE TRANSOM :• EACH END • LI � WINDOW OR DOOR OPN'G '—CMU WF39 I TRANSOM DETAIL AT ENTRY 1/2" =1'-0" * WHEN STUD LENGTH 15 LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN STRAP— 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - , OnFN� * is HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 3EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/(18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 112" AT GARAGE STEP DOWN aA:1�]A94U� WF09 I WALL HEADER DETAIL N.T.S. 1 CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. RE%4jr-WED FOR C C)f;= E LANC T. LUCIE COUNTY SOCC 000 W N Q. SE CC a '. o`''�:� O F E S 5 4 te_ w v o N (D Lo 00 w � � DO 6�T EL LE cE 0 li LL LL a T _ 8 " `8m" � O 11 0 2 �F7 w ' M. a a - D. 113 �o zmg5 30 F s' 3 0 ,ScS� ta.��s.''g 2�.� d ¢a d r _ Wft,MSEkGCOM ❑ 11 ❑ Z m — o 0 D_ Z N d Z QNQ < 3 Q J1/ a N �ii� C J^, Z n V N In m V) w V) c � LF) m _ 7 ~ J = O y umom c OD d s < Nom �Ir A \CLAMS HOMES FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Jab Information: 0 zc W Q l v m M Y i m m ai c�N a 3 E P z I—�Um ") a 0 —1 Ld ZD COo J Ill CI) (I) 00 VF—ModeiName / Number: 2508 VT Plan Issue Date: Thursday, June 10, 2021 TT KA PROJECT NUMBER: 21-6771 Sheet: S 3 Of: TYPICAL WALL DETAILS I MAX 9,1 UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" D.C. MAX (2)16D NAILS EA. END. SEE IRSH] SAME SPACING AS B0170M CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF>9" 2X4 #2 SYP TO BE LESS THAN ,' (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 45° -- a MINIMUM 2"x4" ---' 8d NAILS @ 4" O.C. IF > CROSS BRACING LODX 0.113108 D.C. EA. IDE) (SEE PLAN FOR WALL AND ROOF SHEATHING+�--• ZZ LOCATION! '••-•J BLOCKING - ` . -'-' i� OR SHEAECICATEON53 2x4 SYP L BRACE FOR _ 4s TALL. 2x4 SYP PROXPBDFROM RIDGE i , 2x6 SYP L BRACE FOR .•,.•- _. - ` `•. THEN 48" O.C. AFTER. NAIL w 312d @ EACH FIND & 6 GABLES 6'-0" AND TALLER. ATTACH L BRACE -• CROSSING AT 45 ANGLE. w/ SIMPSON12d NAILS @ 4" D.C. (NOT REQ'D WHEN GABLE IS FASTEN (1)AFROM 4-1" OR SHORTER)RACE COABLETRUSS CONT 2x4 SYP OR SPF SPANNING (4) LL PLATE w/ 10d @ 3"-D.C. TRUSS BAYS(8I((3) 12d , w/ 312d 70 MILOCKJPLTOITOP JOINT16d PPLATE w/3PER NAILS ®4"O.C. CONTINUOUS LATERACBRACING- 2x81/2"x8" ANCHOR BOLT J _ 4 BAYSAT NAIL OVER X-BRACE AS SHOWN ) 2x4 SYP OR SPF BLOCKING 48" O.C. MIN. BETWEEN TRUSSES @ 48" KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP W/ (3) 12d @ EACH TRUSS w/ 312d NAILS M. MASONRY WALL END TRUSS WEB NAIL TOP OF "T"?OGABLE ROOF SHEATHING, SEE FOR ATTACHMENT TRUSS w/ 2.12d AND 1 OVER OVER JACK TRUSSES, SEE TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON H8 w/ 1a1odx11/2" NAILS PAN' II►�''' FASTEN (1) SIMPSON HGA10 SIDS W000 SCREWS 1GABLExl 21' 2x4BLOCKING w/ 2-12d TOENAILS` "T" \\`\�\�11 Q-' g'' F. •"1. PROVIDE 2X4 MIN, BLOCKING AT END TO 70P PLATE BEAM NAIL TOP OF / TO GABLE TRUSS w. 2-12d ` �S �"6 CENTER LINE HIP/RIDGE, TYP.`:__T FRAMED WALL OR BEAM AND 1SIMPSON H8 w/ ^� •; BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 11/2" NAILS = Q 7 NAILS EACH END TO TRUSS TOP CHORD @WOOD FRAMED WALL @DUTCH GABLE (� �O i 5�p��a FLU BLOCKING ��i qR0 SS(`1N A TRUSS ALTERNATE TO PRE-ENGINEERED VERLAPTRUSSBRACING GE01 GABLE END BRACING N.T.S. /qj,a' WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP 4U11111111 LTt�i A TRUCTURAL PACE __ G.T. SHEATHING rn ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 02 TOP CHORD WHENREQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING K OF HIPPED TRUSS W/ R - SPAN FROM EXCEEDING HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3)12d ROOF AT 12" O.C. MAX • SHEATHING PER JOINT MINIMUM 2"x4" SPF OR SEE *SPACED AT 10'-0" MAX SYP TRUSS BRACING m ` a 'Cal g P .N-I roti Lii PLAN (— F m r "}�&� qOQ �m xE Rt 7F 12 a 2X4.BLOCKING :Jm BETWEEN TRUSSES HIP TRUSS WNg W a XggP H in DLL $ wcu d N V SECT. AA 3#sg 2=� as$s j TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. J TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.rs. �_°%L'� �w ��GL���� m m 'a4 5��+'g€Zry �� ¢ d F O N Q ffiagLL �38B§z sOM ❑ ❑ ❑ Fg. _ p TRUSS NOTES: 0 Q zLM 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3.2014 (TRUSS PLATE INSTTTUTE) (VOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OFACCIDENT a N W Z N N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY -6 � 1 a CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. h i--/ W v "hlrn O '�j1��.,� `i 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL O LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. U O 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS At EACH TRUSS INTERSECTION. CEILING ARE NOT O W "L 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL 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. A � i SEE TYP. TRUSS BLOCKING DETAILS SHEATHING 3 TO 4 TRUSS 2x4 AS SHOWN = O N L) TRUSS SPA •�S FALTERNATE DIRECTION C Y Q N Ci'q I, RUS ® DAMS HOM VERTICAL SCAB.2XG 42 SPF 4W O.C. SEE TRUSS 12} NAILS W/ (4)12d TOP & BOTTOM OR H5 SE TO TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 R OR HCLR/LL IN ACE OF (al 100 REQUIRED @ RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE PLAN OUjr TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PREfNG. TRUSS PETITE SECTION B-B roPPATE SCHEDULE FOR SHEATHING DETAILS VARIES w/ ROOF DIVISION LOCATION: 2xSTUD WALL SEEP<AN SLOPE 'N /• ' PORT ST. LUCIE GONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ \ \ 2X4 SPF BLOCKING / / / \ ♦ Job Information: (4)12d WHEN IT LANDS SPF 4W O.C_ W/ 14)12d \ BETWEEN TRUSSES \ NEXT TO PRE-ENG. TRUSS p 811UNG. NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX.' SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ / B \ 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) / C COPY COLLAR TIE \ \ -'1 L� 12d AT EACH END & SHEATHIN-j(-j(, �R 3rd\ \ \ ALTERNATE DIRECTION C6 \ 2X4 BLOCKING BETWEEN BEVEL CUTS (OPTIONAL) TRUSSES W/ (2) 12d NAILS C @ EACH END, CONT. EACH BAY s � 2x4 SPF w/ (2)07X31/2" TRUSS / / TRUSSES / / SEE PLAN O ` ALTERNATING WOOD SCREW EACH OR H5 @ 48' O.C. / / C.)CIO. O') BLOCKING ! PHEENG. TRUSS \ ! / > 0) L coa) T CONT. ROOF SHEAHING AT TRUSS TOP \ / / N D_ q 0STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. / / MM N SEE PLAN FOR CONNECTION SIMPSON A34 OR / J L.IJ B 2X4 P.T. SOCKING BETWEEN (USP MP4) @ \ \ / 00 LPL DIAGONAL TRUSSES W/ 12}12d NAILS @ AT GON8'4* WOOD 2X8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / 2X4 SPF BLOCKING ♦ Model Name / Number: EACH END MAX TRUSS �(- 2X6 RAFTERS @ 2'-WO.C. /.� \ ^ BETWEEN TRUSSES Y - MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM @ 24" O.C. MAX.W/ \ / \ WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / • \ (3)12d EA. END (TYP.) 2508 (SEE PLANS FOR TYPE) CONC. MASONRY 4 Fr @ 2'-0' O.C. MAX. W / 13) 10D SEE PLAN — STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM — 2X4 CONT. AT t�R ♦ Plan Issue Dater T&BCHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A A ALTERNATE BLOCKING 1/2" SPACE 4� �� Thursday, June 10, 2021 ♦ KA PROJECT NUM13ER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING o sEEPLANFORMORE INFORMATION SHEATHING ' ' or d n ,pw. F� 21-6771 2x4 S.Y.P. @ 16" O.C. Sheet: Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL [)ETAIL N.T. I ROOF FRAMING AND BRACING DETAILS i M 6" C THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma•Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2' wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws, Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T, BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE M48ONRY JAMBS. 6" SPA EVE a 6„ 6„ SINGLE DOOR SINGLE DOOR W Si ELITE 6" )ACE fENLY 11 L SINGLE DOOR W/ SIDELITES i" SPACE EVENLY DOUBLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO 13E 1'-0a1 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC, PIPE. I - TOP OF SLAB M I Ji- - I - — - — Z 111 II°I le,lh,ll° I v v If v ^I 16" MIN. DIAMETER ° r� CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. m µids g„ g ga. 8^ S4 T NAL SHINGLES W/ 11 OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. ¢ oa �t O ynt zz A ca oov AW r'"asge G0-'" d0"o� B\AMV _ 3t "Ladies v '. Rake mortal See 7" metes LO seas In ------------ SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPUED ALL LEVEL VALLEY LOCATIONS) I TEXTURED, PAINTED EXTER, WALL FINISH BEHIND FLASHING AND EXTENDING A MINIMUM OP6" ABOVE 6- X 6" H GALV VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CON". AT KNEEWALL T ENTRY PLASTER SEALANT ROOF SHINGLES 6' X 6" H OALV. > FLASHING COM. •m FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED B HOI AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS. 2x (DEPTH OF WIDOW 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 ATTACH M ENT N,T.S BUCK STRIPS . 1x4 (DEPTH OF WOW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS '- 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU e THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. Ne 161, C.C. �001/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE . SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S t 1/2" API L EMBEDMENT BY OTHERS 2}C W I=i2 00 4000 SCREW BY R5 �`*' 01116^�lir Tw LLr-fY 65HEATHN EXTERIOR — NI 11P. r 01 'WINDOW ' HEIGHT lx—M ZNTEIt t7R 1 YPICAL FRAME OPENING WINDOW INSTALLATION N.T.S re05.28.e DRIP EDGE. 'ROVIDE DRIP EMBE AT'EAVSS AND GA LES OF 1HINGLE ROOFS. OVERLAP TO BE A MINIMUM T sin (78a). ONE DRIP EDGES SHALL MEND Mn BELOW SHEATHING AND EXTEND Bi ON THE iDOF A MINIMUM OF 21n. DRIP EDGE AT EAVES SHALL BE PERM170 TO BE INSTALLED EITHER )YER OR UNDER THE UNDM1 AYME ST. IF INSTALLED )YBR THE UNDENLAY,,E ,THERE SHALL BE NIMMUM 41n WIDTH OF ROOF CEMENT INSTALLED )VER THE DRIP EDGE FLWGE. MIR EDGE SHALL HE Wall Flaming;. 402Sprux/Pineretr Or&HW, sue. Minimum paroled !1q.! -316" Cross Seaton V law I'� I •:ar I varMtronin codes andbulAtals typft 9/5AdtUP to the and user to fibermlot the propermatallstion ofthese Items. LEAVE TNBN E W W ONE Before instating your window, the bubble wrap may be peaked back for 4upecGdt, but please restic4 the wapto Prow the blwktrmm stratLt� aM other damage wall construction 6arnpek. Sti Memlae to be Sure, the opening is 3111112"kgerthan the window sirs both w)rtonlyand hotmailly. • YOU may wish M pre-dnll the mstallafun holes in the fin at thisOme. the txsesmdamavr as anrrptnxessa#f Stan 2 Apply a generous bead of dikore to the bacludde of the mounting On. USE errough slilmle to suAfdenty fill all wins between the 6n and the wall sheathing. Step 3. Insert the window Ran the opening from the outside. The window Is labeled "inside" and"outside, but if these labels have been rarowd, the grai bead should always be to the inside of the buldlng. Step 4 GstNl shims Under the sill, adjusting them until the unit is Plumb In the opening. Shims should be Installed under the sill every 2 feet. The window should be basically centered in the operwatl with no more than 1/4" gap between the window and all frainling. S if ll a #10 A U1jrscrew 4' Sam the comer of the fin at each end of to head, sill and both lambs, Step 6 ha stall the remaining fasknpfs in r ingemento from to cancer soewa to the C ft of each hate member. Use rare not to over. bliti n the screws and WII them through the fin. Alan, make sure the svews go in straight and do not muse the fame to bow, Wag framing should be a minimum of #2 Spluce/PNefFir.. Step B If dastard, a f0am ITSUIR do tan be applied to the interior gap between the window and wall training. If applied, Mtsnusfbedre ADN EXPANOlNG 7YPiF FNAT. Sep 9 Since those wallows are PAPlraly used In rooms with nigh md9Me, k; bathrooms, It Is reeormended Mat the interior gap between the window and wall hearing aim be sailed with sllkme and tDow so as not to Interfere wit, the Installation of wallboard, We or bo. Stop SO Ori a all constnel B complete, remove the bubble wrap from the Inside and oulaide of the WTI If necessary, dean the bads with a Told detergent and war water usim a soft doth. Failure to follow these procedures will void any and all warranties. �tit��tunmfr fwo��'�s ep�N`N OW N NNN ��••• — d Z \ 04 « d•;.Iz pA'OFES`'� ����Yr//'fH6fiii11Z4tY�t ^ i 13 FiE a O a O g rH E F. to in ro 938 FZ 0. Out 0. Product to Q w LL LLl O) to Approval Submittal Affidavit Y 9 Building Address: Contractor: Hai & 1 �11611° 1 Building Permit:IL �q a o� a 94 g, m 8 J Product Design Manufacture Model # Attachment A royal # pp Pressures Method �$l4� WWNTICSFNG.COIM ❑ ❑ ❑ Roofing: LO C9 _ z COUNTY IKO Industrues, Ltd FL30310.1 1st Choice APP. Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/811 MIN HEADS. 6 PER SHINGLE. g W/ 3/8" MIN PENETRATION THRU SHEATHING Q ROOFING VENTS: a z � ro DAD E COUNTY APP. Florida Metal p FLAMCO off- v t" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, 1" FROM 4" 0. . TYPICAL FL21580.1 R-2 ROOFING UNDERLAYMENT: W a JJT - M 0 C 49 1st Choice TAMKO BUILDING AMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL1232&R9 PRODUCTS LLC #30ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH V _ *16 m0 R905,1.1 w w t p f 5 0a00 �i x � � m Go ¢ i� o a°o 1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 16W� 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "1" BOLTS FL16546.8 2nd Choice +30.0/32.0 CLOPAY 53W5 8 x 7 FL15279.84 Swing Doors: Doors: 1st Choice +67.0/$7.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/10" X 3" FL20461.11 DAMS HOMES FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 120'0 D.C. THEREAFTER, THE DOOR FRAME SHALL FL20 61.12 +67.0/$7,0 THERMA TRU-CORP. SOLID FIBERGLASS DOOR FIBERGLASSDR BE ATTACHED WITH 3/16 X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL20461.1 Lf111IW I MOM 2nd Choice BLAST PRO ALL ONE FL15215.2 THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. ORC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sidelights PLAT PROD FL15215 z SlidingDoors: 1st Choice MI WINDOWS & DOORS SERIES420SGID Alum. r Inif r R-15332.4 DIVISION LOCATION: PORT ST. LUCIE n MI WINDOWS SERIES 440 SGD Alum. remfa cell FL15332.12 Tj Job Information: Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin Si a Hun (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 14" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT FICI N TILT THRWGHIDDE BUCK USE EMBED. MWOOD TO MOEW OD BUCK. SUFFIENT LENGTH TO ACHIEVE I%" INCH MINIMUM EMBEDMENT FL 17676.9 +40/-50 MI WINDOWS 3500 SERIES Single Hung (flange) FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES FL17676.2 Single Hunglfin) IN WOOD SUBSTRATE. IQ I �� V r gle MI WINDOWS ,3500 Hung (M elt)Si frame FL17894-4 1'- z t , , LIJ Of p i Mullions: 1st Choice Ivtd926 MI WINDOWS MUllion Vertical FOR 3 ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 16" TAPCON ANCHOR WITH SUFACIENT LENGTH TO ACHIEVE A 11A FL 18504.1 NI-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mulli EDGE DISTANCE M N.M Fixed Glass•" > a 3 E e • • M d rop JM W 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1?4" EMBED. TO ALL FACTORY DESIGNATIONS ALL HOLES NOT DESIGNATED FOR O SHOULD FL18644 R$ BE FILLED W/ #8 S CREWS OF SUFFICIENT LTHWITH TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. O t�Q '�'^^ DN J Cn V Soffit: V1 Model Name / Number: 1st Choice +66.0/•71.6 KAYCAN LTD Standard vinyl Staple 1LO" on center in direction of le FL16503.4 R5 2508 Plygem / Variform Plygem Double 5 Double 5 standard (viny) 10" FIL12194.1 Double 5 standard standard Anyl I staples solid 144 vents " 145 FL12194.2 plan Issue Date: Hurricane Panels: Thursday, June 10, 2021 Dade County A ALL A RCN 2a° Ga. 24 GA STORM PANELS t olce pp' SHUTTER &GLASS Sto m Panels FL16293 R3 V KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved 'their FOR REiilEWED 21-6771 use in the structure. (Architect or Engineer of record) Sheet: S-5 of Name: Carl A. Brown Certification Number: FI. # 5612@ Ci COMPLIANCE COUNTY Name: Luis Pablo Torres Certification Number: FI. # 87864 ST. LUCIE MATERIAL OQCC Name: Certification Number: REFERENCE INFO (PSI-) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS / FOLD up WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW - NECESSARY IN CORNERS THROUGH .� /r REBISTIVE BARRIER&': WEATHER RESISTIVE - GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED, R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall envelope shall Include flashing as described in Section R703.4. �WEATHER RESISITIVE - -- -- - WINDOW UNIT - j R703.1.1 Water resistance. The exterior wall envelope shall be designed and co„structed in a manner that prevents the BARRIER TAPE EXTERIOR SHEATHING WOOD FRAME CONSTR- SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SLOPE 0 3 in : 12.0 In SELF -ADHERED FLASHING accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior Madding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30:5 cm) R703.2 Waterresistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 - WALL BY6IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING tt.-.-,,1r tt-^ PRODUCTS CTS DETAILS for Type 1 felt or other approved water -resistive barrier er shall be applied over studs or sheathing t all exterior walls 15 Where asphalt felt shah be applied horizon{alty, 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 FLASHING EXTERIOR barrier Installation Instructions. The No.15 felt U -ADHERED CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive manufacturer's asphalt or other approved water -resistive RESISITIVE BARRIER - 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 / SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR (SEEDETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least ' WIRE LATH equivalent to two layers o9 Grade D paper. The individual layers shall be installed Independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain ,- 1. Cut, fold up & temporarily secure weather RIM JOIST Refer to the number marked as ® in each detail that corresponds t0 the to the water -resistive barrier is directed between the layers. resistive barrier above headrto allow for flashing installation BUILDING numbered Items In the list of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashingplus head flashing undrweather P 9 resistive barrier 1 3. Fold weather resistive barrier back over head flashing and Q seal with tape ( 2, .I 2 PAPER 2O i. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 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. v 4, Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible embedded in the adhesive layer) - for ease of installation and to minimize Hashing 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 WINDOW WPO � SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ®� Ew 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 Selfadhered / FLANGED FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK- SECTIONA 5. Remove all release paper per standard installation instructions and water structural components. membranes used as flashing shall comply with 711. All exterior ation products shall be sealed at the juncture with the with sealant `�'��\ N adhere to substrate usinga square face of flashing material 6 x 6 q p g (" wth AAMA 800 r ASTM C920A Class 2s Grade NS or greater for proper Jolt expansloo alding nd contrll Plying actlnaASTMC1261 ````\)\ \kQ , •� �• ••• EXTERIOR. SHEATHING RUBBERIZED ASPHALT RUBBERIZED Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in ` ! �5 - EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR- INSTALL SELF -ADHERED ADHESIVE ASPHALT 6. Fold as Shown by amOWS 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: > rO TO FLASED UNDER HING, SEEING K &HEAD ADHESIVE SELF -ADHERED FLASHING 7. Angle Of Corner may Vary, adjust folding of the flashing accordingly to fit h Q THRESHOLD OADHESIVE F DOORIAND RETURN UP JAMB 6'. USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner 9 Q ,<<G REFER TO TECHNICAL LETTER ON CHEMICAL � OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 'i ,l SCORED 8. Mechanically fasten as necessary 1.exterior window and door openings. Flashing r exterior window and door openings shall extend to the surface t the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage, Mechanically • r U � • °•• COMPATIBILITY , RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed F ` IEEFOREFOLDING, SCORE �'" , in accordance with one or mom of the following: s� •...,..• N• ��I On SELF -ADHERED FLASHING, VERTICAL MINIMUM 6" RELEASEPAPERTOEXP03Emanuons,not AplEslv>: AS SHOWN) 11 tmanufaturer's fmanufatuapplicationsrer's ��/� ROFESSELF T/Y7,ffPFPBIt{ii rLASHINGERED fenestration Instructiolns, In accordance with the flashing Instructions. Where flashing BOTTOM OF THRESHOLD instructions or details am not provided, pan flashing shall be installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner s to direct water to the surface of the exterior wall finish of to �.J NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 'o SECTION (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 ' C ,-, : "v 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA( WDMA 300 or FMA/AAMA/WDMA 400. 2 SELF -ADHERED FLASHING CJ 2. At the intersection orchimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. NAILING FLANGE 4 2 OO SEAL TOPS OF JOISTS 8 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. y DO NOT FLASH OVER - BOTTOM NAILING 8 UNDER DECKING WP07) 7 X g m OD P` FLANGE (SEE DETAIL 5- where exterior porches, decks or stairs attach to a wan or floor assembly of wood -frame construction. Z u5 F Lo 00 00 6. At wall and roof intersections. ii rr E a # SELF -ADHERED FLASHING 4 WPOA SELF -ADHERED FLASHING \/�/p®� SELF -ADHERED FLASHING \p/p®L+ ,�ss� =gym HALF ROUND WINDOW EXTERIOR DOOR WITH DECK V V I- INSIDE CORNER V V I� V 7. At bunt -In gutters. e g � w a w "€ Q6gg o 4 ti ken FLASHING '" {�{55,, YYgg .F13 Y 13 o Yxgg�Q DECK PROTECTOR .SHEATHING WIT'CementPlaster �'XsEo, Z M d - �����'t 7/8" Cement Plaster in accordance with m accordance with � K " 0 d o 1 �3?.. ® 2 U _ 3 l ASTMC926 ASTMC926 TM§ SELF-ADHERED F"€'g$ a- FLASHING PATCH Felt backed metal - Felt backed metal lathe in accordance lathe in accordance O SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 Z Y Z me w DECK PROTECTOR- / Building Paper Building Paper %.. 7/16" O.S.B. sheathing 9 :. n Z C4 DOUBLE SINGLE ` JOIST .. i.' Metal feeptop edgd Ln J JOIST \ SELF -ADHERED FLASHING SELF -ADHERED FLASHING t ��,, Flashing o wasp scree . ; 2" below top Of N L" e , 31/7' block -° 2 WMIN4 Unperforated-- Vulcum O w Weep Screed cauk bottom en 2 5 ' . ; „ �.:.4 joint only Maintain Metal Flashing Bottom of 3-12' Unperforated �! o R SELF -ADHERED FLASHING \ /(l J �] ®� SELF -ADHERED FLASHING APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W 1�10 /� ACCORDANCE wll'H THE MANUFACTURER'S RECOMMENDATIONS, BEFORE r Weep Screed Flange 7/8" Weep Screed 1 1/2"to 2" = _ N O m o 0 c Ln 1 0 " 0- \HO.8362x;DECK JOIST V \/ I� OUTSIDE CORNER VM OF THE BUCKIRECEPTOR. Above Roof 0 ¢ a m 4f m INSTALLATION 1/2" Cementltlous Sheathing Decorative Finish DAMS OMBS Irli'I �dl b ° o All Inside and Outside comer Will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR _ WINDOW UNIT need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster cut and caulked all butt joints need to GULFBREEZE, FLORIDA 32563 BUILDING PAPER SLOPE SLOPE in accordance °' ° becaulked using with ASTMC926 Vulcum caulk for all DIVISION LOCATION: SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm: 30.5 cm) 0.3 in :12.0 in - (0.6 cm: 30.5 cm) over wood 2nd floor PORT ST. LUCI E ♦ Job Information: (0.6 cm : 30.5 cm) �---- I --_- SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR FILE COPN CEMT. FIN. BUILDING PAPER WIRE LATH 1 /2" Cement SELF -ADHERED FLASHING Plaster Finishz Block W 0 LO h U M WIRE LATH 212' Perforated �`'� m a: w , ° Flange 1/2" Weep / C14 a 3 E E' BUILDING PAPER BUILDING PAPER Cement .•o, Screed Z ¢ m IT � �.% � Piaster over block � � .r 0 J U J Is IIIfloor _j m U) U) EXTERIOR V1 Model Name / Number: WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below 2508 finish floor ♦ Plan Issue Date: Thursday, June 10,2021 OPTIONAL DE1 AIL %J1TE5V%1E1D FOR Note: J Cr l�I&NCE ♦ KA PROJECT NUMBER: 21-6771 3 3 ® The building paper and metal lath S"r �,°�' COUNTY must be installed over the top of WEEP SCREED DETAIL BOCC Sheet: of: SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING \ /� JP ® CEMT. FINISH WINDOW SILL W P \ A CEMT. FINISH PARAPET WALL �/ 12 p SCALE: NOT TO SCALE the iN20 Screed. WATER PROOF CEMT, FINISH WINDOW HEAD V V t DETAILS