The URL can be used to link to this page

Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE. CRITERIA SHT NO: TITLE TE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOILAPPLIE1 PESTICIDES, TERMI BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OFTERMIT 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 SECT ON 202 , PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND AIMAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE T 1EATIVIENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 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 OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PFEST CONTROL COMPANY THAT CONITAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A'OMPLETE 3. HORIZONTAL 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1;1/2" TO FORM U.N.O. NFPA BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) BULL 70-17, NATIONAL ELECTRICAL CODES (NEC 20 CONCRETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES $." 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/IA1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BEI'MIN LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICE .75 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70 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 2018. EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED 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 MOST 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 -AAF-20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 7- OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO I. CODE REQUIREMENTS: ITTHE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDSS 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 JN 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 V 1Iw MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES. I. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT GRA N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A 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 CIO &:-, OR ASTM C1787 STRENGTH OF 2000 PSI ( fm = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27 14A. 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 AT 28 OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* ROOF RAFTERS LL/360 L 80 L /1 TL/240 TL120 / COMMMENTS: R703.7.1 LATH. AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED META OR WOVEN WIRE 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HE�.D NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT, LATH LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICHEVER 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 LL/480 TL/240 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 4JOIST*** *TL MAX 2" UP TO 4OFT SPAN R703.7.2 PLASTER. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDESTABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE "ABOVE AND BELOW ALL WALL OPENINGS. AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE; OR TILE. IF 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR�i3) DAYS FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO CO TS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CO DE. 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 ACCODANCE WITH ONE WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2 .ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EX 00 LE EXTERIOR WOOD STUD WALLS BEARING WALLS SHEAR WALLS AND MISC, STRUCTUL WOOD FRAMING MEMBERS, (LE BLOCKING OR GAB RA0 S U BETWEEN PLAN AND DETAILS THE STRONGEST MATERIAL END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR B N R703.7.3 WATER -RESISTIVE BARRIERS. ERE APPLIED OVER BARRIERS SHALL BE INSTALLED REQUIRED IN SECTION WHERE TOP CHORD LL 20 20 20 15 20 25 WATER -RESISTIVE EDS SHEATHING, R- ABLE BAND, WOOD -BASED SHEATHING; SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT 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. THE 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 IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OFTHE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 55 (INSTALLED 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 1 45 g07TOM CHORD LL (OPT) - 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. NO. 7.5 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED. STORAGE 20 ONE LAYER OF FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED.. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 50 SO THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE N0. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 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 R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR Gse FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24)1 SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING FLASHING. R703.4 FLA .THING: 7 16" STRUCTURAL I 0 SB EXPOSURE 1 R 15 2" RATED OSB EXPOSURE 1 WALL SHEATHING: /3 FOR EXPANSION. PER R604.3.15 SHEATHING SHALL 40 COMMMENTS: APPROVED METAL FLASHING VINYL FLASHING SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUMI/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW TOP CHORD LL (PSF) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160PMPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE - V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-OAS NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION " (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® 5O 10 (+) 27.6 (+) 27.6 (-) 29.9 U 37.0 (+) 26.5 (+) 26.5 20 O 28.8 F) 34.4 s *(D 50 +, 24.8 (+, 24.6 (.) 27.1. (-) 31.1 Q 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-O" 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 W/IN 4'-0" OF ALL EXTERIOR BUILDINGCORNERS. * 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 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 DETAIL'S S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC gStt 7lrP/r ®/ i, b�•r\G I.m •{cm�I O C �� FLrjP,• ,�, �> n `JJ741illit '. :.. T7 I m a 0 F,6�ySg W to t m LO OD fr •�' d "s N FLEXIBLE FLASHING SHALL ISE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DIL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES i g] W aRq E °- a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES ' m IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) Rig] � "u5 c 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 a "-g 8 0 EXTERIOR FENESTRATION STRUCTURAL PLANTS R $ " SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL SPECIAL FLOOR LOADING PROD SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS. W $ $ �"� ' m 800 OR ASTMHALL B CLASS D GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THEINATIONAL FOREST PRODUCTS ASSOCIATION. 800 OR AAMA C92, 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 OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: g a a Z d a 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) '� I e la y o 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) $ W _' `� 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 g �a k • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. ~ -" ww�wswc caM ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI. LATEST EDITION. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 50 (PSF) U • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER M ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK 150 (PSF) _ • 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 ASSEMBI (f�� OF WOOD-FRA�9F AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 200 (PSF) 4.. z o 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. N 50 (PSF) D Q • AT WALL AND ROOF INTERSECTION. WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW 0 SLEEPING ROOM 30 (PSF) • AT BUILT•IN GUTTERS. UPLIFT CATHE TRUSS N NNECTO RSCUFACTURER SHALL ING MEMBERS, ANRMINE ALL ND ALL TRUSS TO TRUSS HANGERS. STAIRS 40 (PSF) - L FOOT NOTES * Z M LL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG (U .! Tr -•"I. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT EXPOSED THE TOP. TO UPLIFT 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 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. U MORE INFO. (DO w f T�,,,vvv L c a i c BUILDER NOTICE: (D � 3 mm . FIELD REPAIR NOTES GENERAL NOTES: rs3 U = N T 1 2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET EPDXY 1. ALL EXTERIOR WALLS BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. tt Is the Intent of Designer/Engineer listed In the tltleblock of these 1. MISSED J BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH / _ " 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 6 ADHES N / - PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3; CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. PrOfeSSIOnaIS.cleaf information. Every attempt has been made t0 " 'I TIN F THE. OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4 DIAMETER HOLE 6 DEEP AT THE LOCATION 0 0 C `!' 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 6WWAQ. N o nc (111CIIIIIIII:.. i INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the Commencement Of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to AWA\D"Sil HOM 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDECF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE 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 documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSMIB TWIST STRAP W/ (4) 4 x 21A" TITENS TO RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7)10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) WTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered S ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENfi, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5) 1/4" x 2 1/4" TREN PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 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. 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 - Payments WIII be made in accordance t0 the terms of the agreement DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: 16d x 2-1/2" NAILS AND. 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS LL DATE DESCRIPTIONNIL o 5�� Q REVIEWED FOR � z ff)/L,DL.VAMn"0 1111C)MES'CODS COMPL�,�NCE ° cn 0) ST'. LUICIE NTY LJJ rn y Of Northwest FlorldaiiiiiiiiiiiiiiiiiiiiiBO ; a 15)0 Alz m � a - b_ILi= m o Model Name / Number: 3000 GULFBr EEZE PARKWAY GULFBREEZE, F LORMA 32563 1820 Plan Issue Date: Wednesday, July 21, 2021 BILE COPYPROJECT NUMBER: MODEL 182%j 21-8342 Sheet: 1 Of, COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPUF SPACING .TOP BOTTOM SPECIES CAP.(p10. LE 18" (2)16d TOENAILS (2) i6d TOENAILS SPF NO UPLIFT 18" SP2 W/ (6ElOd SPS W/ (6E10d SPF 402 STUD, (6) 10d PATE STUD, (4)10d PLATE BW3 16" (2) SP2 W/ (8)10d 12) SPl W/ (6)10d SPF 803 STUD 6 1 PATE STUD, 4 10d PATE BW4 1.6" (2)16d TOENAILS 12)16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (BE10d 1s' STUD, 161 10d PATE STUD L41 10d PATE SYP 439 BW6 (2) SP2 W/ (6) SOd SPi W/ (e -Iod SYP 878 18" STUD 6 10d PATE STUD4 10d PATE BW7 12" {2)18d TOENAILS 12)16d TOENAILS SPF NO NO UPUFr SP2 W/ (6E10d SRI W/ (61'0' BW8 12" STUD, IB) 10d PATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6)10d SRI W/ (6)-10d BW9 12" STUD, (6)10d PATE STUD, (4)10d PATE SPF 1070 SW10 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (0-10d SRI W/ (6)-10d BW11 12" STUD, (6) Jodi PATE STUD, (4)10d PLATE SYP 585 BW12 12" STUD, (6)10U PLATE STUD, (4)10d PATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL l-L SEE PLAN 1V MASONRY WALL OR ICE WALL. SEE PAN 2x STUDS PER DOUBLE 2x HEADER : PAN/ SCHEDULE SEE FLOOR PAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE M803/S1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MIDSPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS B TOP & BOTTOM EACH END FOR WALLS PER PAN / TALLER THEN 8'-D" SCHEDULE ABOVE F.F. SEE FOUNDATION - PAN FOR MORE 2X P.T. W/ 1/2" A.B 0 32^ 0 C W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW=SHEARWAL- MIN, 7' EMBEDMENT PAST STEP DOWN.:: REQUIRES MIN ALT.: SIMPSON 1/2' TITEN HD ® 32' O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/6d NAILS AT 4"00 GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER BE SYP #1 OR SPF02 UNO ON PLAN. ED TO EACH STUD INDICATED 3. CONNECTIONS TO BE INSTALLED 4. SPA, SPB AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SRI AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW' IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFOB/53.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A AND REQUIRES MIN. FIELD AND EDGE DE WALL NAILS AT 4"O.C.IN FIELDCHEEDGE TO 7/16" OSSEXTERIOR NA(1)SI RIORWPLYWOODWALLS ATTACHED PER SCHEDULE 7. ALL 2X EXTERIOR WALLS W/ 1 LAN A DWALLS SECHEATHING SPACINANDGR ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8, IFTHE BEARING WALL IS INDICATED WITH THE BW1.0 BW7, THESEWALLSNAIL ARE ONLY STUDS SUPPORTING THE FLOOR LOAD AND NOT HAVE LET, . THE STUDS ARE TOE NAILED TO THE NAILS NN SAND WILL NAILS) PATE AND THE 2x PLATE CA B A AC D ( ) HARD N E ATTACHED WITH HARD CASED A LS TA IN NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-0RWE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) (3)2z4#2 SPF 44)-16d TOENAILS 0 DTT2Z W/1/2"WEDGE (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2' 2145 FFF- BOB SCREWS (3) 2 x4 SYP #1-OR- (4) -16d TOENAILS O DTT2ZW/1/2"WEDGE 2145 (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4" X 11/2- SDS SCREWS C5 T. 2 4X4P. # W 5 e" ATR AB / / G = 6665 U. = 2200 SYP POST 12) & (12) - 18d NAILS 6 x 6 P.T.#2 ABU66 W/5/8"ATR*". G-12000 C8 SYP POST &(12)-led NAILS U-2300 8x 8 P.T.#2 ABU88 W/(2)-5/8"ATR** 0=24335 C7 SYP POST & (18) -16d NAILS U = 2320 C8 3.6 x 3.5 P.L. 1.8E Fb2400 PSI HOU5SDS2.5 W/ (14) 1/4" x 21/2- SDS WE & 5/8" EPDXY 5645 (WOMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 X 5.25 P.L HDU58DS2.5 W/ (1411/41' X C9 rC79 1.8E R1=2400 PSI 21/2" SDS WS & 5/W EXOPY 5645 (WOMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L 1.8E Fb-2400 PSI HDUBSDS2.5 W/ (20)1/4' X 21/2" SDS WS & 7/8• EPDXY 6970 (WOLMAN'ZED IF EXT.) ANCHOR OR ATR*** -j- T25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU8-SDS2.5.W/ (20)1/4" x 21/2- SDS W8 & 7/8" EPDXY 7870 (WOLMANIZED IF EXTi I ANCHOR, OR ATR*** 7 x 7 P.L. HDU8,SD52.5 W/ (20)1/4"x E211.8E Fb-2400 PSI 21/2^ SDS WE & 7/8" EPDXY 7870 WOLMANIZED IF M. 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 PAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4, MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR W EMBEDMENT FOR 7/8" ATR 5. IF LCI COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA-LENGTH NAIL SPACING Sd OA31" X 2 'k" 0.1.31" X 2 %w SEE PAN RING SHEATHING SHANK ON. ROOF ROOF &.WALLS 10d OR 12d 0,148" X 3" 0.131" X 3' SEE PAN BLOCKING & TOE 0.14W X 3 A.' 0.131' X 3 3A". NAILS & TOP PLATE 12d 0.148" X 3 %' OA31' X 3 A4" W O.C-(COMMON) STUD WALL 6 O.C. GUN NAIL CORNERS 10d 0.148' X 3" 0.131" X 3 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 18d 0.162" X 3Ie 0,1.31' X 3?A" (2) 16D(COMMON) SEE PLAN (3)16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SI REMARKS Ht (2) - 2X6 #2 S P SEE GENERAL HEADER NOTE #5 W/1/2'FLITC PLATE THIS SHEET O(2) - 2X8 #2 S SEE GENERAL HEADER NOTE #5 - W/11T FLITC PLATE THIS SHEET (2).2)(10 #2 P SEE GENERAL HEADER NOTE #5 H3 W11/2" FLITC PLATE THIS SHEET SEE GENERAL HEADER NOTE .#5 O(2)-2X12#2SYP W/ 112" FLITCW PLATE I THIS. SHEET (3)-13/4"X 11114 ATTACHTOGETHER WI(2)ROWS 1/4"X3112' H5 LVL 2DE Fb=2600 PSI SDS WD SCREWS @ 16' O.C. TYP. EACH SIDE (2)-13W-X91A ATTACH TOGETHER WI(3)ROWS 1/4"X 3112 H6 LVL ZOE Fb--2 600 PSI SDB WDSCREWS @ 18' G.C. TYR. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RECL AT OPENINGS 2X4 WALL 2x6 OR 2X8 WALL OPENING JA( KS KINGS JACKS- KINGS SIZE EA- END EA. END EA. END EA. END V-O" - 3'-11, 1) (2) (1) (2) 4'-0", 9',0' 2) (3) (2) (2) 1.0,,0"-16'-0" 3) (4) - (3) (4) GENE AL HEADER NOTES 1. VERIFY W/ PLAN GORRE CT LENGTH OF HEADER REQUIRED 2- IF HEADER IS ON THE 1 FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2r d FLOOR SEE PAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2X10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF. HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) -2 x 8 #2 SYP W/ 7/16" OSB FLITCH PATE NAIL CONNECTION: PROVIDE (2) SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12". OR (2) SIMPSON HETAI6 TO CMU O.C. TYR EACH SIDE COL B.N.O. ON ROOF PAN. (2)- 2 x 10 #2 SYP W/ 7/15" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) HM OSB FLITCH PATE. NAIL BEAM TOGETHER USING HTS20 TO WOOD POST ROWS OF 12d NAILS @ L2' 2" OR (2) SIMPSON HETA36 TO CMU OR (2) O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16". CONNECTION: PROVIDE (2) M OSB FL ITCH PATE. NAIL SIMPSON LSTA24 OR 2 BEAM TOGETHER USING SIMPSON HTs20 To wooD Posr 2" ROWS OF 12tl NAILS ®12" OR (2) SIMPSON HETASB i0 CMU O.C. TYR EACH SIDE COL U.N.O. ON ROOF PAN. (2).1 3/4" x 11114" LVL CONNECTION: PROVIDE 12) 2AE Fb-2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' z 31/2" SDS W000 pl: (21 SIMPSON HETA16 TO CMU OR (2) I SCREWS @ 16" O.C. TYR. COL U.N.Q. ON ROOF PLAN. EACH SIDE. (2)-13/4"x1P I.N LVI-B 2.0E PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 USING TOGETHER USING (2) ROWS TOGETHER SIMPSON LSTA24 OR (2) SIMPSON HTS20 TD WOOD POST 1/4" x31/2^ SDS W000 OR (2) SIMPSON HE1AIS TO CMU OR SCREWS 16' O.C. TYR U.N.O. ON ROOF PLAN- EACH SIDEE 2 - 1314. , 10LVL DE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING 42) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" OTC. TYR OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. © DF 314 "I I lO 25 SH PRECAST SOTTO @ 6-8 ` EGRESS EGRESS 13'-10" 13'-0" 12'-10" HOSE q BIBB [? W O OWNER'S BEDROOMQ �O I AAIAI W BEDROOM #2 `VAULT X VAULT CEILINGa3 m 3 ,., CEILINGoW D CEILING o H mVAULTED a C7 C2 a Sol- S2 ----------- _ ___ ____y r______ 12'-4" , ________ 1-6. 0" 5'-0" 7'-2" 3' 3 Z-O" T_2" N1 (2) 3050 S H2 2668 2668 2668 IIIIIIIN 2 2" W 8' CLG. `-- BW1 o J 1R/1SH OW I W/ BASE PLATE 4 m N W ATTACHMENTS W I I BRG. a m BATH 2 N GET WALL Lm DETAIL ¢ VAULTED CLG. Ww m �� 201t,8 FRAME OWN I 1 0 a 3'-6". o 2668 TO W-8 CLG. I I. 5'-8" I m i l o I FAMILY ROOM o 0 I I = 2668 -4 ,NH 10' CEILING q 2x6 WALL VTR ` duo ® q �. ~ o -7 _ ___________________ __________________ tNv OA - �F'- 1R/1SH( - ��yy of ;BEDROOM #3 a VAULTED CEILING b O i 3,„ 2'-8": 0..13'-4° 12.$„ O _ d Z OWN�RW N s N 3 X a BATH 3._5" N �r W F.G. VAULTED �LG. SHWR i � 1 !'. 36" FAT BAR TOP ON 341E 8' CLG. N A/C � ih ' `�\Pi r - - - - - - -1R/1SH _ _ D RANGE/ /V✓ fp OOD DBL. SINK PROVIDE PLATFORM [+I M FOR HVAC UNIT VERIFY SIZE WITH v KITCHEN MFGR I DINING ROOM (; O o c1 a VAULTED CLG. > VAULTED CEILING _ _ m N g• 3„ , _ 3._8, 8,-7, 7 ,q. , 12'_10, N n C J------- W J m 26� Z o Q VERIFY REFRIG _ _ D LOCATION I k Y I iv It W/ BUILDER NOOJIL K I I o I VAULTED CLG. I [ I `---'LAUN. - vI 10' CLG. '�/IjII�I N 4 , Ln 3 DEN/ DRYER VENT FOYER BEDROOM 44 yV,H, STEP DIN. THRU ROOF HANSON BOX 10' CEILING o `� VAULTED CEILING MAX LGT 35'-0" @ 36" AFF _ `o ADD INVERTED PULL ON. STAIRS, HIP w/ 8 ELEV. 22Lh- x 54" 9 M ' in m S3 Hi o? NOTE: BUILDER TO PROVIDE o APPLIANCE PROTECTION IF A REQUIRED BY MUNICIP Ty. - /1 SEE SHEET 4 FOR DETAILS i CRESS /(2)12" S.L. 2 CAR GARAGE TRANS. PER 8'CEILING LEVAT I S03 F21 20._0„ S1 6,_4 S3 2'-10„ 101-6" So EGRESS q ENTRY � O Of10' CEILING „ SEE ELEVATION FOR r C 4) WINDOW SIZE & STYLE LINE OF GARAGE DOOR --------------" Q S-3 Y "---------- ---------------- - ELEV. r O 16" SQUARE 74- C 4 i COLUMN TOP @ 9._0" 2,-8. 9-4" S3 CD21 m S-2 S12 4 S-2 , iD HOSE BIBBH � �. O oil 16 x 7 OVERHEAD DOOR 2,-0" 16'-0" 2. C„ 6, 4„ 13',4„ 39'S" FLOOR PLAN SCALE: 1/4" =V-0" ALL ELEVATIONS R COE S . 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B _ A +27.6 / -29.9 © +27.6 / -37.0 O+26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 +24.8 / 31.1 O+24.3 / -27.5O +23.3 / -26.0 NOTE: 1. WINDSPEED 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 I. R302,5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycomboore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and Soffits is not acceptable. Ventilation shall be permitted to exit through the Soffit If solid soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage aide. 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 7 d grade or other surface 2 Inches above the ftnlshe ad oth e g 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 Z-O" of doors and In shower or tub areas will be Safety tempered glass. 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSS nailed per zone on roof diagram nailing schedule or 5/8' CDX. IX T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length u g 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 entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d Screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications IIEWED FOR COMWLIANC ICIE CIOUN'TT FILE COPY AREA CALCULATIONS 1st FLA®R 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARA% 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. ggqqa�y�tTT�7�� y ��s .` � VG 6 •.HT.P J : 53T Q r * Jill W OF Of®➢ ➢ItBttYt1A Co a c j m ii I4 cY 0 75 '' � •r # YG YF Q aU!a sdR d � - : w ti .b ZF O Y } gg 13 b mo, C o W BiJ �^. m m Z�1- 3 J F- g E 1'b o o 2 z IS r C n WWW.iDSENG.CgN ❑ ❑ ❑ CI) Y Z p g z N Q z aW a .i - m z ti uT0 Cl) � w a O w .O ILL!uas to c ti in m L) E = O _ ��N �ppi Q C4 o FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® I Job Information: Cf 0 LO LO LIJ O (,0 CO CL GI • m > N a Q J W m n o LL J m U) (!� Tj Model Name / Number: 1820 Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8342 Sheet: 2 Of: FLOOR PLAN ("') SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. GENERAL FOUNDATION NOTES (U.N.O.) L _ PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE B.LAPPED MIN 6' AND SEALED REINF. GRADE OPTIONAL CURB FORARIES F.F.FF 2 4 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR RBERMESH SEE PLAN ASONRY @ ELEV..0'.0 ,"' ;— /RBERMIX ADDED TO THE CONCRETE IN ACCORDANCE W/ (1) - #5 BAR CONT. MANUF'S INSTRUCTIONS AND NER 294 FOR FIBERMESH OR NERA14 FOR FlBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. SHALL PROVIDE APPROVED OR BORATE TERMIT TREATMENT. •�J�,,- r;-�"*°-"* GC SOIL z 3 �• INDICATES FILLED CELL W/3000PSI CONC. FROM FrR. TO cOv .. o- •, 2STORY: 20"X20" BEAM W/ #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. ,_ a • •- REINF. N W/ (3) - #5 CONT. DOWELS 17" 7" EMBEDMENT W/ 30" EXT. ABOVE SLAB. -16"' (2) #5 SEE PLAN r , q CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR (2) # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. REBAR BEARING 16" 5. EXTERIOR BLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O.ON PLAN. NTR L JOINTS IF SHOWN ARE NOT RE UIRED BY CODE BUT ARE FMO1 SINGLE STORY FTG 1/2"=1'-D" FM02 I SECTION @ GARAGE 1/z"=1'-0" 6 CO O ( ) Q SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. REINF. SEE PLAN_ F F 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN.! G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 01 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE (SECTIONS R403.1.4.1 THROUGH R403.1A.2. (1) #5 REBAR 10 MASON COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT CONT. THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMEDALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION; 2000 SF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION FM03 I THICKENED EDGE 1/2 = 1 11-0" REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE (") SLOPE MAY VARY 24" MAXIMUM DEPTH. ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF IF GREATER THAN 24" CONTACT FOR OR FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. REFERENCE FMASW FOR STEM WALL OPTION DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN PROVIDE 13" WIDE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. RECESS AT GARAGE FRONT WALL DOOR. EXTEND 6" BEOF GARAGE YOND F.O.M. EACH END, TYP. I GAR. FIN. FLR. I FOOTING SCHEDULE - '! ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE t4l Y - 2 STORY: 20" X 20' 4" CONC. DRIVE W/ 1/2" EXP W/ 3) - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FMO9 SECTION @ GAR. DOOR 1/2" 1'-0" ' 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT, FOR MORE INFORMATION) SEE PLAN EE PLAN 8' 4" 4" 16" 4" 2-#5 REBAR MARK I SIZE DEPTH I REINFORCING F1. 1'-0" X CONT.. 1'-0" 2 #5 E.W. BOT. F2 F1 2' 0' X 2', W 11-0" 3 #5 E.W. GOT. F2.5 2'-6" X 2'-6" 1'.0" 3 #5 Ex SOT. F3.0 3'4" X T-O" 1•-O" 4 #5 E.W. BOT. 5 3'-6" X T-6" 1'-0" 4 #6 E.W. ROT. F4 0 4'-0" X V-O' 11-0. 5 #5 E.W. BOT. F4;5 4-6 • X W-6" 114, 5 #5 E.W. BOT.. F5.0 5-O" X 5'-0" 1'A" 6 #5 E.W, BOT. FB.O 6'-0" X 6'-0" VA' 7 #6 E.W. BOT. LEGEND 0 - INDICATES SINGLE -STORY FOOTING - INDICATES TWOSTORY FOOTING - INDICATES PAD FOOTING FM11 STEP DOWN BRIG. 1/2°=1'0" FM12 STEP DOWN NON BRIG. 1/2"=1'0" SEE PLAN OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" C, . TYP. SEC. 77 (1) 4 BAR WITH CURB `n (1) #5 BAR CONT. 8. - (G.C. VERIFY) 00 � �'��• • REINF. io ,�- a (SEE PLAN) a 2 #5 CONT. INSTALL LINING ` ti 2 #5 BENT BARS W/ s �:"`'�`''*• MIN. 25" LAP SPLICE MATERIALS PER FBGR P2709.2lk , MUDDED FLR. Y6" SLOPED TO DRAIN #5 CONT. MIN. FM14 I SECTION @ RECESS SHOWER 1/z"=1'0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0- ALTERNATE: REINF, THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF.. BY COLD BENDING THE BAR WITH SEE END. FOR MIN. BAR LAP OF 25" QUANTITY OD #5 X 25" X 25" o c •;4'. {' J,• r CORNER BAR ONE CA E FOR EA. HORIZ. iv REBAR, TYP. U.N.O. ' (2)#5REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) #5 CONT. FM19 TYP. CORNER BAR DETAIL i-1/z"=r-o" FM23 TYP" FND PENETRATION 1/2"=r-0 STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM STEMWALL .NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL O' O"-2'-0" 8" 10" 16" 20" W/ (2) #5 BAR <674# 6'-8" >2'-0"-3'4" 10" 10" 20" 24" W/ (3) #5 BAR 674# 5'-4" >3'4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# & #5 0 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM i SPACING STATED IN SCHEDULE SEE CHART ABV.-MAX. F.O. ; 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING.(O.C.) pLj d^I ; WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND W.W.M. TO BE TIED TO #5 ��ERT. F.C. ASV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO (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 WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 4'-0' " `= " FILLING IS TAKING PLACE (1) #5 HORIZ. CON. TIED TO . #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 0"EA. VERTICAL REINF. B " ® e a ° „ *1 FIN GRADE-8" MIN. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h * TALL (TYPICAL ALL CORNERS) STRIPPF G ° � s! .e ° ,O ,IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS COMPACTED CLEAN FILL " . s,� s' f * Ir " . ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. IN MAX 12" LIFTS " " . R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG. W/ QTY OF "MIN. COVER D •SEE NOTES THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE.. REINF. PER SCHEDULE b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) SECTIONS R403.1.4.1 THROUGH R403.1.4.2. . EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE NTS 2000 7200 11000 16600 21500 28000 345DO 42500 61600 V 0 0 r` COMP. UNIT / 1 M IIL ��II\iRJ1 W a HOSE BIBB 4' 0" TYP. @ CORNERS ■ ■ ■ HOSE BIBB FMO1 I I 3 i 3 c FM11 I o FM11 I i� 3 3 I I , ti I F2.0 ' ma Z N F2.8 It— , , O ' - 1 STEP DN. 4" 1 ma co , ,. 1 I I I ' I I I TUB Ii ' W.C. I I UNIT( LAv. r �1 LAV �y., V rf — 1� IL _11 LL:_ JJ ty ------ -i-- 41LAV a I ^� , I I I ` T W.G. �. T ;" Q — — I ' ' I ■ TUB SinES VARIE61 I I I VERIF9 DRAIN a F.G. 1 O I SHW_R r 2, 2„ 12' 10" 24' 8" I I rr _ nnDAN I I 12' 11" ' - ROVIDE CHASE ' i FOR HVAC UNIT ' VERIFY LOCATION ' , o , I ' FMO1 r, 3 I it 1 1 I C I 0 o/L JI FM01 ' b WASH '----------------- ^ ----------Y'-------------) , , L L -.. STEP ON. 4" ' 2 i ;N. H. FM 12 , FM11 I ' 1 1 , , 1 i FM02 ^ - `--------------------, , , 1 STEP ON. 5%" I I I 1 0 I 20, 0" ' 6, 4" I � ;0 ' 1 1 I , C.1. I cs I ------------------------------- a o I 3, B„ 7'0" C RE LI z T. LU' IE 0I 7, F2.5 I 'V 4" I I ^ I Q t io --------------- ----aI - --- - - --- - ' ■ ■ ■ ■ Of .4 (2) #5 BARS W/IN u EACH F.C. TYP. @ EA. SIDE OF OPENING 3' FILE GOP` FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS W MI 14 00 lO W "" SO �g El aim R d ' W a 0 ay 0 9r W'2 m O J — ® o ■ O VJ U U J y Nd.TU6EN0001N ❑ ❑ ❑ Z Lo � z N g Q QN � N a InLO— m 61 p 14 to Ixy I _IF TS m N u E ai _ !1 ii Q of m FLORIDA CONTRACTORS LICENSE NO-CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: 0 LO W E2 m �"`� / �° CO i m>m r• Q J W Z) m JmU)U) ♦ Model Name / Number: 1820 ♦ Plan Issue Date: Wednesday, July 21, 2021 ♦ KA PROJECT NUMBER: 21-8342 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING 3 WATTS PER SQUARE FOOT OF L VING (THIS FORMULA ALLOWS FOR CEILING F) N CIRCUITS) S.F. LIVING = 1820 x 3 5460 = APPLIANCE CI`RCIIITS RANGE 9500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 --10 000 A= 4,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000. + 40% OF "A" = (.40 x 24,010) = 19,604 + 100% OF 'W = (20,000) = :20,000 TOTAL WATTAGE = 9,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL -H 2x6 WALL (FLOOR TO CEILING) 2'0' USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. 11/2" VTR C VERIFY LOCATION WyP, W �NN,EIT DISCOGFI E1 I�N FIELD III/\\\I///\ BIBB 1 INSTALL FAN ' BOX PREWIRE WP GFI INSTALL FAN�'y BOX PREWIRE,L-A ' *�- ------------ - ----- --------------------- i I . . 1 II I II I I I CM Fq I , ' II � II ° GFI I I I II I ��' ---------L f -- -- -------------- GFI c'D FAN D \\ PREWIRE `; ' l 1 '\ I I l.:l ' GPI' !. GFl _ (lPGFI IZD-_ i GFI GFI - -- -QEI -- � - - ISP ` I MICRO/ HOOD FORD/W GFI - . _0 I I I r,— — _ ll� 220 ---(+Y-- I( I I GFI GFI I I I I ' LI OR PB W.H GFI (P ELECTRICAL 220 42"AFF _PANEL ATTIC ELECTRIC / o 4= IF REQ'D.BY CODE / q�zo aZZ �oF ZZ az �w 1-w G LL?o� GFI V/ GFI@ Zmao 42"AFF O In FOR w FOR GARAGE i;i a w g DOOR OPENER HMO< Opow ______________________________________________ I , I , I 1 , 1 , � I ' 1 I , 1 ' 1 , 1 ' I ' I � I ' I I — - — - — - — - — - TO SANITARY COACH SEWER LIGHT PLUMBIIN'G RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR i / DOOF BELL II I WP:I {} I GFI TT \` I COACH / LIGHT COACH LIGHT HOST BIBS ("'"I INSTALL FAN - .bOX PREWIRE ® 1 II� � 1 " J NSTALL FAN ' BOX PREWIRE 1 I I r I 1 1 1 220 r- - ----- - - - I I I I I I 1 I I CEN:.OF WALL o 1 Z Oft 1 � 3 ' I w I U , / 1 I I I I I I .x ,1 I 1 , 1 I I I I 1 1 NSTALL FAN ^, BOX PREWIRE 1 I I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS,AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF. LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2* AFF 2. ALL: TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE, 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR $ SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURES TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLEI GROUND FAULT INTERRUPT WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET It SPECIAL SERVICES OUTLET TV� T.V. CABLE OUTLET TELEPHONE CABLE OUTLET ® RECESSED LIGHTING �P WATER PROOF RECESSED LIGHTING BATH FAN BATH FAN W/ LIGHT T L.E.D. DISC LIGHT CEILING FAN h t� DOOR BELL CHIMES U &-- DOOR BELL D0 DISPOSAL LO DISCONNECT SWITCH SP PREWIRE SPEAKER Fil JUNCTION BOX T@ THERMOSTAT Q LOW VOLTAGE LIGHTING C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY'FINAL AML CPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAONTRACTOR 200 AMP SERVICE �200=1 0 COPPER4/OALUMN. IN IN 2` CONDUIT METER MAIN DISCONNECT 200200 AMP F-A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 3 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER e) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 9 9 u2 CN O m 4* �p M" LL LL LL m-X ZLg° p. ° a 0 2� d © o a N G o N Z — p M p 0 aw � � J y a y Z' 04 m ti� y IL (O c o `c Q w � � c .- O—NNE w ^ 0 ''. Q ■%AMQ LJAMe'1L FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 0 Z N ° ei W (0 M f�- t 2 2 � N CL M � o_ cm.� m zr F— se V m r-- QJLLJ::) cc(q)a Lo _1 m U) U) LL S Model Name / Number: 1820 � Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8342 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION BEARING 0 ENTRY TOP OF BLOCK r FIN. FLR, 12 BANDS RETU NS 2'-0" SEE FR NT ELEV. FOR SI E & STYLE I TOP OF BLOCK M. TOP RIF BI FIN. FLR. TOP OF BLOC — - — 1 ■o CC LITE TEXTURED DECORATIVE CEMENTITIOUS COATING DBL 25 SH 25 SH FIN. FLR. SCALE: 1/4" =1'-O" ■ 25 SH RIGHT ELEVATION "B" SCALE: 1/4" =1'-0" 48" OFF RIDGE VENT Ij 33/2 SH 48" OFF RIDGE VENT DBL 25 SH 48' OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING IIIIIIIIIIIIIIIc SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE F LEFT ELEVATION "B11 SCALE: 1/4" =1'-O" imam = or / ova / z - 194 = nec eq mcnes oT Vemang mmaea equany ror alwne am Soffit pr duct,pr4pfd84 4.12 net sq in / sf ) Rldge vehtpra5vids `> 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) 2409 s.f. Total needed for exhaust for upper 1/3' 578 net sq inches Total needed for intake (soffit area, lower) 578 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used in combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan 209 TOP OF BLC 0 ao vv ¢nn cnv vvvn S.L. AIVU 10 H IMIN. AM. GtIVICIVUNUUb UVAI INU RAISED BAN DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "B"° SCALE: 1/4" =1'-O" exhaust traaaataar i 10 � A i OkCM i ��d,°�lrnra a6:a�A1A,��o, I,I � ro 00 s Lo ro D` - z ui E5 MO �. 30 3iL 0 2Y O 7U U r9 WWW.FDSENG.CON ❑ ❑'.. ❑ (7 � Z Z 8 '0 Z J N J a — m Z r- n M O Ln Ln `"S h U ENE �.. — w 00 OD S P y 4 no 00as „�E1%UEWED a o wo 4 FOR CODE POMPLIANCF D' M S omlg" ST. LLICIE COUNT III I ROC(' FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: Icy- 0 Z Wo to M � Q J L u m, o JmU)(n to L VI Model Name / Number: 1820 VI Plan Issue Date: Wednesday, July 21, 2021 0 KA PROJECT NUMBER: 21-8342 Sheet: 5 Of: ELEVATIONS ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED(32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0 MAX THICKNESS IS 16/32".),IF iS/32" IS SEE DIET. TB03 USED THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS FOR WIND < 155/C M G.C. TO PR BLOCKING W/ APA RE FOR SPAN SHEATHING SEE "HIP R BLOCKING" 0 W a x }d F BOTTOM CHORD ABLE END BRACING lB0 -OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C, MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. T005 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN F71 ON 011111 EEDS VICE 0 COMPLY ATING OF IDETAIL logo 1141111-11 IUOUS BOTTOM CHORD age NINE mill III FISH ENGINEERED ROOF PER ASIDE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG WIND AREA (+) VALUE DENOTES PRESSURE - [412}[72:12] (SO FEET) H VALUE DENOTES SUCTION aft a� e a le 1 O AREA ROOF 1 29 2n 2r 3 3e 3r HIP -37.02 1 -51.06 -61.06 -51.06 � 10 GABLE -37.00 1 37.00 -58.99 1 di8.99 -58.99 1 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILED ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6 O.C.ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r ASTM F1667 RSRS-03 (1Dd) NAILS @ 4" O.C. ON EDGE AND 4" O-C INFIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD _ ROOF SHEATHING: Q 1 SHINGLE: IS,," EXP. 1 (42,) ILL 1232' EXP.1 (4220) r NOTE: 1. PER CODE ASTM F1667 RSRSAI REFERENCE TO Sd (2 18' x 0.113") NAILS It "'KKK ® r r a 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1132", SHEATHING SHALL BE FASTENED L La L �� I F WITH ASTM F1667 RSRS-0310d (2/2 x 0.131' NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS aft 3- GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF> 20 TO 45 DEG. [4:12]-[12.12) RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4#2I SYP BLOCKING @ Is- O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHINQ MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAIUNG SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUDAND OR BLOCKING ATALL EDGES. AMINIMUM la" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINT$ TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 'a*, O NAIL AT BASE 2 ROWS @4"O.C. w/Sd COMMON NAIL. © NAIL AT TOP RATE TWO ROWS @4"D.C. w/8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/9d COMMON NAIL OD NAIL INTERIOR AT 6"O.C, W/ ad COMMON NAIL, O STAGGER ALL VERTICAL JOINTS & NAIL @4"O.C. w/8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHI NG TO HEADER W/ ad COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2)Bd NAILS @3"O.C. TO EACH TRUSS END OR III, VERTICAL MEMBER IF GABLE END. EXPOSURE 1 D II SHEATHING II II II PROVIDE BLOCKING II 11 17: AS REQUIRED PER SECTION X-X IF NOT FE I AL___y--__ FULL HEIGHT SHEET -eo-' -__ O. FLOOR SYSTEM 7NT d NAILS FOR WALL SHEATHING MUST BE MIN -131'X 21/2". RDRIVE NAILS: FASTENERS SHALL NOT PENETRATE RE THAN Y W 2xTOPPLATE BEYOND 1EYB2' OSB EXPOSURE1 SHEATHING LL t�28 N L LL ALL SNEATNING 2x4 P.T. BASE PLATE BEYOND SEE A PLAN II II. II II 11 II I SOUD2x BLOCKING r F II II II IIA111,11 @ALLSHEATHINGI II II IIEDGES(SEE SECTION X-X) 2a Z III I IIG 111 OPENING 11II IIIL 11 II 11 I II - II I JL -L- ___ __ III III II I III 11I ii II yQ� .III Q I _ J L___ _ III III X_11 E III II II II I STUDS BEYOND. �w"w - r----FT- 111 1111 III IJ II IIII I ll 11 I III H II. II I It II II SEE PLAN y-I III I I I II I III II II II I 3 IIII III II it I I I I 11 I III III' N N II I II 11 I I 9� III P I I 91 1111 II 11 II I %- III I I I WI I III II II II I III I I I 61 I III II II II I 1111 11 XI I111 _3L_3 ul II II If: I x 2x RISBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 9re" "S" = NAIL 111° SPACING 3/4" 12" SINGLE NAiL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS MIN 2 x 4 92 SPF TURNED VERTICAL W/ 7/16" PLITCH PLATE TO W/ (2) 12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL W/ (4) Bd NAILS 42) 8d NAILS @ 3' O.0 SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATI N AND NAILING SCHEDULES N.T,s. CONNECTOR SCHEDULE FOR: ADAMS HOMES -'1820 ELEV B TRUSSTD BEARING TRUSSACTUAL CONNECTOR ID : CONNECTOR UPLIFT FASTENERS NOTES - -. - "" POINT- UPLIFT : DESIGN RATING -C1' CSY C3V-U"5V E7J E7V/. ', L/R -327#orless HETA16/PER TRUSS MFG 1810# (9)30dx1-1/2" 'E7vP,H'Y�447V`, CRP E3,'HB L/ R - 258 #or less H10A/ PER TRUSS MFG 1040# (18) 10d x 1-1/2" A46YA0&; '.LfY, D02 L / R - 817 # or less HETA16 / HE-FA16 1810#/.1810# (9) lOd x 1-1/2" 1. 9 10d x 1 1 2" ' BQ2 L/R -689#orless HETA16/H10A 1810#/1040# 9 30d x ( ) 1-1/2" 18 10d x 1 1/2" ` 1810#/.1040#/ (9) 10d x 1-1/2" A11,Al2 M/R -3010#orless HETA16/H10A/HETA16 1810# (18)lodx1-1/2 g 10d x 1-1/2" 18104/1810#/ 9 10d x 1-1/2 ( ) / g(}'s0,5;, L/M/R -641#orless HETA16/HETA16/H10A (9) 10d x1-1/2" 1040# 18 10d x 1 1/2" (9) 10d x 1-1/2' HETA16/(2)MTS12/(2)MTS12J 1810#/19804/ (28)10dx11/2 A07 L/MJM/R -703#orless HETA 16 19804/ 1810# (28) 10d x 1-1/2 910dx1-12". 1010d x112, H A 6 2 HTS2 WTS20 (2) !rT 1 %O I)/(2) 1920# 2620# / / 48. 10d x %2. ( ) AO$' L/M�/M/R- -1849# orl#55: (2)HETA16 . 2620#/1920# . (48) 10d x 1 1J2" TYP:AU vjjM F1 RAKE FRAME BRG WALLS TO 10"-011 lI F c� r000 3/12 VLT 10'-0" CLG 3/12 VLT (2) is D 34 D 2) 3/12 VLT_ 10'-0" CLG 10'-0" CLG 3 12 VLT ODD ODD SPACE 3/12 VLT 10'-0" CLG 3/12 VLT 8' 0" CLG C 10T-O" G ODD SPACE CV N-I M 10% " CLG BRIG. 8'-0" AFF W KNEEWALL 1O' 0" AFF 8-4-0 B TYP 0 FRAMED HIP CORNER TRUSS LAYOUT IP 8'-0" CLG LL. I,- - Lal 1 B 11 OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE AARK TYPE CONNECTORS FASTENERS SFF RYP CMNECMRAFA9TENERS SPF SYP OFRAME TO ' FORMS 4(9)l Od x 112` OR 1810 KAI BW(10)1dz I IMOR INS 1870 MASONRY HETA20W(S)INx1 vT HTA20W(10)10nx IlW O F ANIE TO FRAME H28Aw/(10)Btl NAIl9 an B05 RT1Awl(ID)MNALS 818 all ©FRAME TO H10Aw10809.112 1N5 11140 RT10AwAI7rwxll2' SOB 1920 FRAME H10A4ZWNSLl0dx1 VTATIPLYTRUSSES 980 WO RTI&2 WIIe100x 11R' AT2PLYrMSSES an t080 OFRAME TO WS12 WN4)10d x 1 IQ"IAT EXTERIOR 860 V90 MTW12W(14)1tlx 112(AT EXTERIOR 10D6 I1y$ FRAME LOCATION INCLUDE(3)12E TOENAILS) LOCAIIONINCWDEIB)92E TOENAIL81 OEMAAASMOENRTOY NWNMLbMMP3)DOSJIB"SEr MEMBER 3S)U iW6 MUOT15 vJR8110O NAlLSANtl5l8•AT.R.W 3330 44W MEPr EMXiYl2" 12 EMBEDMENT W91MP90N'9EP EPDXY OFRAME TO HtnDvAV4NNx1 W(ATEMERIOR 112S 1910 I Odx1 VT(ATEXTERIOR HDT; -OCATION 120 1530 FRAME LO(:ATIONNCLIAER)IMTOENAL6 111 LINCLUDE (9)l2d TOENALS R)HT&20WNS)IOdx112'(ATEXTERK)R RI HTW20w/(49I10d X112(ATEXTEMOR 9W0 ®FRJMETO 1 RRgME LOGTION N0.UpE 12d TOENAILS (M 2280 1820 L OCATNIN INCWOE 12d TOENAILS Iej EAI -0 FRAME TO XWT W16104NAILSANO 49'A.T.R. ( 1 R) SAP WJOT2w/1810d NAILS MD SAP AT.R. ( ) (2) O MASONRY W 12'EMBEOMENT w/SIMPSON ET 1 90 � W 12"EMBF�MENT W EMPSON"SET' IOM 9]80 EPDXY (FGT-B FOR 9-PLYJ EPO%Y(WJ(4T3FOR 3-PLY) H FRAME TO MTR W(I8)1/4"XTSM WOOD SCREWS 810 4726 RFUSW(12)WS3WOODSCREWSNND 7100 MASONRY AM 11" XV TITENM ANCHOR BOLTS (2J (4)3M'xT WEO1E80LT 1 turT M 18 1w SINKERS J1 FRAME TO 4` 1]50 2030 MASONRY 1..F 1..11 1.1 SEE NOTE46 BELOW J2 A!OONRO MASONRY/ 1 TA MYP fl 14 R)LOT2tFI"1N H NKE b ( ) t(28) NN A QW-NI LUOT2 W 1N SNKERS 8 1 Ri (92) 1 0) PLYTRU99) iM"x3'WEOGKERS 310Dm al N4 FRAME NSINK RS MRFTRU99). OR R&I 16091NXER9 WRFPAME(E/M 9240.E 5]]0-F FO ON(32)I8091NKER9FOR FRAME(EA) 9BOOf 4520-I FRAME TO (2)LGTSWRA)114"a3"SOS SCREWS 4]30M PTO-M (2)LUGTJW24) vd^a212'W825 N80.M ]050-1 O9 MP9ONRV/ ....... A.rt&)3'8 x6TREN2PLYTRUM) ..e .,n. a"ve"" wewxue, w1DF 69Nf 9CMM&(44WxS'W9"(2PLYTRLMD .-n,ec„e uvweu meuc,en NINFF 7710-1 2 MP9AMjTIE t2 1M 23/M1-THEN TO MA9. ( ) 1 ) LOWO U41126 111C.23M".TAPCONB MwAS. N2) 1 ) UNI030 UN660 FRAME OR (12)I80&(8)10O (FOR FRAME) 6VP-F 9YPd6 OR N2118tl 8111iN (FORFMMEI SYRF 6YP41 FRAMETO (2)HETAII1OPTR)NETA20 1920 1920 (2)HTA1d OPTNI HTAM 187D O �� 1-PLYW11011Wx1 vT'OR SON IN iPLYW(10)10dx1120R 2420 2-PLYW(12)1Bd 24PLYWn2)16E HTSMAWI8110NAISANDA19'M1A' AFS 1110 HTWMIBW(8)1w NALSAND(4)i/4'x13M" 1145 1225 TO TAPCONS WEDGE BOLT OFRAME MASONRY OR HTSM20 wIN0)10d NNLSAND 1gi14'x21N" 955 1110 OR TWM20 w/(10)10d NALSPND(4) IWO 314" WEDGE SOLT "45 MIT P O FRAME TO H10S W(0) Mx110 NAILSAND(2)9R'A" 780 NO MASONRY MAN HAD DTT22 W IB lW'AT LIT WSWOOD DTB-TZ W(8)IWA 1/2'M15 WOOD O FRAME TO MASONRY SCREWS AM (1) 129 A.T.R EPDXIED W 1WS 2146 9(PnloW l AM (1) 12'9 A.T.R. EPDXIED w/ 1510 tan SIMPSON"SET'SEENIC'MA) SIMPSON'BET'(MENOTEJA FRAME TO HTT$ W(20) IN 1,2 tW NAILS AND (1) 51"0 117745 W IN) 10d X21W NAILS AND (1) O MASONRY ATA.EPDXIEOw19 PVb NOO 5W'9 A.T.A. EPDXIED W91MP9IXN"SET' - INS BMEMDN'Mlt (ME NOTE k40ELOW 6EE MTEM BELO FRAME TO HTT4 W(18) 1W fJ I2'NAILS AND 11) WT S H7765 W 118) IN x212' NAILS AND (1) O MMONW ATA.EMXIEDw/eIMP80N B640 42M S AR, EMMED W VMPSON MET' WTAMR,'SEP - 41M SEE NOTE BELOW) (SEENOtE94BEL0 O FRARAMEXETO HIOSW(24(1dx112' NAILS 7S5 910 LUGTI W(2B)MAl 112"NAILS Iris INS F OMASOITO FRAME ]BO 76U RTI BM 11/TNNLSB 13W 13W . MAROJRY SCREWS&(&I/4'x1112°SDSW000 9CPEW88(611M x21/4 TAPCONS lie x I N' Iq 114-z18N"TAPCON9 FRAME TO VGTW(15)TWA" WS MOD SCREWS& OV MASONRY (1) WTB ATR EPDXIED W SNPSON"SEr" San 49d0 W127MIREMEEDMENT FRAME TO (2) WIT W (32)114k3 SOS WOOD SCREWS O MASONRY &(2)SB"9AT.R.EPDXIEDWSI1PBON Ilan 71W METW ITMIN. EMBEDMENT O FRAME TO VGT W 0O)1/4NY SDB WOOD SCREWS & FDU4-SD926 w/(10)1145¢t/l'SD9 W000 3286 4516 MUOit6W12211WNNLSi HTT45W(IM I1W FRAME SCREWS&II)SM"BAT.R 10tl NNL3fl N 152'BA.T.R. OFRAMETO Y (2)HTTS w/(52I IWW12"NAILS& 43]8 60W NL C4 HTT45W(M INN212N5 - 600 FRAME NIeMAR. )ST.(SEENOTE44) 81116N"9 AT.R ISH3a NOTE44) GFu"au.0 1. CONNECTALL MOORTRUSSES M INTERIOR SEARING WOOD WALLS I SLAMSW (2) 12d TGENNLS. 2. ALL TRUSS TO TRUSS CONFECAONSARE PROVIDED BY TPUSSMMUFACTUREP, UND ON PIAN. a GC. MAY USE EITHER SIMPSON ORI/3P CONNEDTNlN3, SEE PRAMING PLAN FOR CONNECTOR CN.LOUT. 4. FOR SINGLE PLYTRUSSLS, SCAB ON FULL HEIGHT SYP4I T'M"TO TRUSS VERTKALWE9 W(2) ROWS OF IN NAILS ♦$ r0e. STAGGERED. 5. 1T MN.A.T.R. EMMIDMENTO GAIN BOND BEAM U.N.O. & SCAB TRUSS CHORDW 4'0'2x SYP62(MA1CH CHORD LUMBER SM)W(2) ROM 1d OW FROM ENDS 4` O.C. STAGGERED; CENTERAT CONNECTOR LOCATION AS MUCHASPOSSBLE. O MIIMALCONNECTORUNOONFRgMIMPLAN 1. CONECMMFOIALLROOFIPLOORTRU8 7OMA MWWALMUME WIMWAL UMONPLAN 2. CONNEC1IONAT2VOR 9T'D.C. PENDING VERTICALS FORALL FLOORTALMES. PARALLEL TO MASONRY WALLSWEDETAILM12r .1FORMOREINFMMATIM 3. CONNECTION FOR ALL HIP JACK(CORNER JACIOTO MASONRYWALMCFWALLS)LINTELS 4. CONM"ONFORNLOONRNUOUSNMBOAMMMPOFMA NRYATU'0..0".W(2)ATEACH CORNIER.GC.TOVMIFYLOCATXINOOESNOMCONFLICTWTJI(IFAPgJ LE)NAYMT S MNNECTALLFLODRTRLWESMINTEMORBE MWW00DWAWSEAM3w1R)12d TONNLS O MINMALCONNECTORUNOONFRAMINGPLAN i. CONNECTIONFOi JACKTRUSSTOW00DWALLORBEAM MINIMAL CONNECTOR UNOON FRAMING PLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH) SHEATHING - SEE [RSH1 SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORM ATION. MATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE I. SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALLPANELEDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 1Od 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 UNDERLAYMENTREQUIREMENTS 05.1.1 NOTE TB TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BYTHE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT. RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REVIEWED FOR CODE COMPLIAiVCE ST. LUCIE COUNTY BOCC REFER TO R PLAN & ELE FOR O.H. Of I C.M.U. OR ICE WALL 0 +-METAL DRIP EDGE SEE TYR. WALL A - 2 x SUB -FASCIA -ALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENED 2X BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD EVERY OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING W/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ J.CHANNEL SECURED AT 24" O,C, FASTEN TO CMU W/ 3/16"x3" TREN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ OA48"xW11 AT 1611O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SE CPA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALL__t)N DETAILS (**)ALUMINUM SOFFITS > V-4" BLOCKING REQUIREP. (***) VINYL SOFFITS> V-0" SHALL HAVE FOR SOFFITS < 1'A" MID BLOCKING NOT REQUIR€D MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/71'-0" 1i811Tt1T/Pe O bxx N 1 llii° C U B2 fN� W LO 2 W S'2 i Ir (g W DO E B Hd��LC m m a M 2 W Otj'� gF 0��: � 3 s16 o s �'8ma r w R O 8'""Sx8 Rn W BmB Is O ma3 d.. Wig m m Q 2' Q dR'tIr(nU p ❑ ❑ ❑ ti WWW.FDSENG.COM z 8 z N G � W a - ir1 z r N Vl UI m i -J (�I1 rn d i (2 � � m V - m Q w i asa, c 7 c 10 lid c,0j QIN GCOp A i FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: ST. LUCIE ♦ _PORT Job Information: 0 Z a) TH � W y m > ) N n bJLu M o JmUi� U' w ♦ Model Name / Number: 1820 ♦ Plan Issue Date: Wednesday, July 21, 2021 ♦ KA PROJECT NUMBER: 21-8342 Sheet: 6 Of: ROOF PLAN B UNTELBEAM: - 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF $I.A9 MS02 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - SGO X 11/2 SPB OR SPS FOR 2X8 AND 2x8 WALLS 71 _ d - _ P d DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. ,$ INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL S" C.M.U. 2"x#2 SW/SPFPT. W/ (3) 1/2" X 8" "J" BOLTS OR (a)1/2- X 6' EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR IS) 2 7/8" HILTI TOFDNI NAILS 2x BASE PLATE SEE { PLAN FOR MORE INFO MS03 FRAME (E T/O G/S HEAR) WALL TO N.T.S. #5 REINF. 20' MIN LAP BAR #3 OR 4 4 REINFORCING d) BAR #1 & #4 LAP CPI ICF ,. 25" MIN. LAP #5 STD. 90° HOOK #5 EAR #5 1 Ap Sp[ ICE SCALE:1"-1'-O" #6 REINFORCING BAR * GRADE 40 U.N.O. #6 LAP BRUCE MS051 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIREMENTS TAPCONS SPACING # ROWS fl 1/4" x 2.4'12' O.C.1 1/4"X28G" 12" O.C. 2 1/4'X2W 12"O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. IF DOUBLE 2X NAILER 15 USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T.S O O O ALL ELEVATIONS O TORii,I' sap I C� CLJ 04 Lj L y N C a e Wgm F try m ro 'O �dEe ai N YN m�N_i W d 3 m C a�= d 0 " E ZFg B c C Q1 IyC D 4 Q �^B�9 5 (� U J N 5.. n`o H 'is WWW:FDSENG.COM ❑ ❑ ❑ Z O Z � Q J a Z 01 Cry th o WE I/) C 1i L r 0 0. N 1 Q N 0u�0 DAMS H M FLORIDA CONTRACTORS LICENSE NO. CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: O TYP. BOND SEAM 8' xS" x 16" K.O. a.� Ln LINTEL BLOCK O (n 0) RLL W/3000 P.S.I. (p CONC. W/1 #5 DV+. S. fh REBAR CD + DL 3CL U) INDICATES FILLED N CELL FROM FrG. TO U W r- 0- BEAM WITH BAR MIN. 1 #5 ® ® LLJ _ (Y) O —j a� 7 LL ♦ Model Name / Number: J V J 1820 TYP. DOWEL25' VI Plan Issue Date: MIN. LAP (ACI 530) Wednesday, July 21, 2021 ♦ KA PROJECT NUMBER: J : �g /I • . • • • .. • SEE F0 ATIO PLAN 21-8342 - SEE FOUNDATION FOR LOQ¢,jjONS PLAN Sheet: A Of: MS01 I BLOCK WALL REINFORCEMENT N.r.s, LINTEL PLAN r HURRICANE ANCHORS (TYP-) — .RR AT P rnx. mRgP I.VY IXSdR 9 -. nelvA.n Ar acmol• G 0,P: LN'C rAvT' Conroe rzewgarlNo Td'b°AGrWL MMiDm IN IINiB (YAW®! rrlgatAiworx TYPE DESIGNATION r.ou.m wix dnanru. uxnus r PTiom CAMl ce "e pRp di OX OF LM6L Y SFi6-li3/1T1 Xonx.oNN1 Nn ` NecA. A, or XONIN41i5Opt IleegR Ai i01 MATERIALS I. rc precast limels = 3500 psi. 1 fc prestressed limels=6000 psi 3. fe grout = 3000 psi w/ maximum 3/8" afgregets. 4. Conorem masonry cri (CMU) pet ASTM C90 w/ minimum net area compreselve strength - 1900 Oct. 5. Reba Provided In prece$t lime] Per ASTM A615 GR80. 6. Red teWr per ASTM A615 GR40 or GROO. Preameeaeg strand per ASTM A416 grade 2T0 low n ral.mUo . 7. 7/32 wire per ASTM A6tO. 8. Mortar per ASTM C27"W M an S. GENERAL NOTES 1. Provlda full mortar (read and bed lolnla. 2. She. filled Inlels as required. 3. Inatallaton of Ilmel must Corn- with tie architecturel arM/or structures Crewing.. 4. LIn44s ere manufactured Win 5L/2" long botches at the ends accommodate vertical Call rehforeing and gmutintg. 5. All MMIS meet or exceed L/360 verGoal deflection, except lintels 17`A" and longer with a nominal height Of meet or exceed L/180. 6. Bottom field added Mann to be located at the bottom of the lintel oa fty. T. 7/32" diameter wire Stimps are Welded to the bottom steel for Mechanical anchorage. B. Ceatlnylace concrete may W provldad In composite Ilmel In lieu of comtete masonry mite, 9. So%bad ratings based on Mtkn l design analysis Par ACI 318 end ACI 530 10.Umel min. depths are called out on lintel Plan. If contractor installs a deeper lintel then Indicated an the plan, doing this increases the strength W Ifs lintel end a aPproued Without engineering letter. to smaller lintel is Installed concert FOR for approval SAFE LOAD TABLE NOTES 1. All values Waed on minimum 4` beating. Exception: Seta loads for unfilled limels must be reduced by 20% If bearing length Is less man 61/2'. Safe loads for all recessed IImals based an 8" nominal bearing. 2. N.R. - Not Rated. 3. 8efe loads are total superimposed allowable load on the section specifRni. 4. Safe loads based an grade 40 or grace 60 field mbar. S. Addlurbal lateral load capacity can be obtained by Me designer by providing addlopal reinforced masonry above the precast lintel, 6. One 07 robot may be substituted for Me #6 mows In 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by esiculaling the maximum resisting moment and $hear at &away Imm tre face of support. 8, For composite Intel heights not shown, use safe bad from Wxt lower nelgm. 9. All safe Ic ads In units of pounds per linear foot. REVIEW D FOR CODE COMPLIANCE: ST. LUCIE OUNTV '107 FIDE Pnp PRECAST "U" LINTEL W/3000PSI CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT R 10" STD. 90 HOOK If I) HOOK ,s. REBAR ON BOTH. SIDES Si. 90 DEGREE '^ S OF OPENING U.N.O.. ANGLE 3000 P.S.I. CONIC, W/1 05 Dip. .y REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE OML COURSE BELOW SILL & FILL SOLID W/ (1) #E BAR FOR ALL WINDOW OPENINGS O'•Oh` ..:. AND LARGER—\ 8"x a, xl6" CMU U.N.O. 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) "/E'xY SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT .- W/ WASHER. MIN. 6 PER ..*,'•:'.,�.. TRACK TO JAMB. I, I' (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o BOLTS WASHERS SET IN " FILLED CELL W/ 95 TYP. FILLED CELL MIN. 5 PER JAMB. n I VERTICAL o , , SECTIONAL ® OVERHEAD CONT. o DOOR P.T. #2 1rvmrvolnlLLrgPr ° 10 TORR . WOOD SYP 2 X 6,r ti TRIM ®��® s C• °` r ✓r:, �, m 1V 'A 7c. 2"x6" P.T. WOOD JAMB�`CFT. c f DOOR AND CONNECTIO ;; �, p N GARAGE DOOR MANUFACTURER GARAGE SLAB r� TYP, GARAGE DOOR I.alll, TRACK MOUNTING DETAIL o o NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S7 CD21 ENTRY CMU COLUMN/BEAM N.T.S. .p w r S£w gg f In War � w W.' 68�^3titi w a S dim S BLOWN -IN R-30 INSULATION PER FBC Lj a Z= AND ENERGY FORM SUBMIrTED WITH z gg p w SLOWNLIN R-301NSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES ( FOR VENTED ATTICS) W m w n W 04 J �, ANb FORM SUBMITTED 12 FIBERGLASS SHINGLES OR s "" g Z N FBC ENERGY 12 WITH PERMIT APPLICATION , ' SEE PLAN TILE ROOF (PER ELEVATION) B f9 0 - OVER APPROVED UNDERLAYMENT 8&�s 8 �. PROVIDE BAFFLES AT EAVES SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1.1 OVER APA o11 �wew.wserva.ca" PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE-" _. FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES 0 24" O.C. [RSH) - ON FRAMING SHT. FOR j SHTG & FASTENERS. OVER APPOVED UNDERLAYMENT ' PER FBCR 905.1.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- PREENG. WOOD , '�; ,� TRUSS ANCHOR (SEE PLAN) - SEE PLAN FOR Z Z Q - .. [RSHI - ON FRAMING SHT. FOR TRUSSES @ 24" O.G BRG. HT. _ SHTG & FASTENERS. , 5/8" OR 1/2" DRYWALL a CL TRUSS ANCHOR (SEE PLAN) HIGH STRENGTH CLG BOARD ' ° ETAL DRIP EDGE — Z r ' I 1 TO BE INSTALLED ON OUTSIDE FACE FELT PAPER OR 'l TRUSS PLATE •i 2X SUBFASCIA (TYP) FRAME FOR BUILT-UP � N � I r CORNERS min (3) 2x4 OR 3/4" P.T. NAILER SOFFIT. SEE ARCH. 4x4 w/ 2x4 POST ER EA I ! 5/8" OR 1/2" DRYWALL f-METAL DRIP EDGE 1/2" DRYWALL ' �I PL4NS 2 X 4 P.T. PLATE END F SUP ORTINGDBEAM. l,U M HIGH STRENGTH CLG // r s x 8 x 16 K.D. n LINTEL BLOCK KEEP IN 3 4" FOR SHEATHING NAILED w/ Sd NAILS ® 6" / d w V) C BOARD 2X SUBFASCIA CURTAIN,. NAILER r, 1 x 4 P.T, (q1 WINDOWS „ D.H. w/ (1) #5 DIA. REBAR & AND LATH WITH FINISH 0 ,C, m Lf1 - - CONNECT ALL 2x STUD 1 x 8 P.T. @ S.G•D. SEE ELEV 3000 PSI CONCRETE (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- ~ U TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. TO PLANS N PRECAST "U" LINTEL V \ \ �.O ,� va �QO NERS.FOR NON LOAD r TOENAILS ORYwnu- — SEE SCHEDULE N a v a BEARING SIDES NAILED d • �oI 1/2" SEE P N FOR HEADER SIZE N !/o. a n, o o.� w/ 16d NAILS @ 8" O.C. U N o c ii ! m o a L .. Obi Q N 4 \\ f / �fy 15/32 EXPOSURE SON O.H. EDGES BLOCKED. 1/2" x 8" J-BOLTS p• 4 COURSE HIGH A.F.F. (1) CENTERED EA. CM ) p DAMS. HOMB LL MAXIMUM OF (3) - 2X PLATES MAY BE EXT, All W/ ALL SEE ELEV. SEE T613 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS � i CMU BASE FILLED w/ CONC i ADDED BELOW THE HEADER w/ EACH. (OPTION) STAPLE: 16 GA. 1 3/4" r (TYP) W/ (4) VERTICAL RENF W/ PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI OF COLUMN PLAN Al -Al 3000 GULFBREEZE PARKWAY CONC. ALL LOCATIONS „ SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN N & FLOOR PLANS Iw DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN N PORT ST. LUCI E LOCATION OF OPENINGS IN u SIMPSON I,STA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF No w/11-10d TO BEAM FOR BEAM SPEC. ♦ lob Information: OPENINGS ARE INDICATED, FULL O v & TO FRAME BELOW STUDS ARE REQUIRED).. NOTE: 44" MAX. SAL HGT. ON � ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW e' W/SCREEN WINDOW STOOL rr , CEMENTITIOUS DECORATIVE PER SPECS „ PRECAST CONC SILL FINISH 7/8" THICK PER ASTM n H ' C-926-98A PAPER BACKED FOR R-4.1 u 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL N V MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM EXTERIOR FINISH - SUBMITTED WITH PERMIT t' \.r Bocc BQCC 1/2" DRYWALL ON SHEET 6 (SEE ELEVATIONS) APPLICATION FOR NAILING INFORMATION FOR FTG. DOWEL #5 DIA. REBAR uj 'q W 0) R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING 17" IN CONCRETE - 25" 1 x 4 P.T. EXTEND (ACI 530) ABOVE ' i' 2y m cr) G. AND ENERGY FORM SUBMITTED A.B. 1/2" 8" TITEN BASE NAILER SIMPSON HETA20 2X4 > a 2 w/ 1/2 x 8 (OR x SLAB. ALL LOCATIONS SHOWN Al , Al BUILT-UP CORNER MIN (3) w/10-10d TO COLUMN r y i WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION WAN I OR 4x4 POST w/ 2x4 UNDER POST z , d U r- a WOOD BASE a EACH END OF BEAM I— y a FOR TERMITE SHIELD PLAN SEE FOUNDATION PLAN FOR o m O J Lu Z) c, SEE FOUNDATION FOR SLAB INFORMATION TOP OF SLAB _ _ I SLAB INFORMATION TOP OF SLAB — - ,. — - -- - NOTE: 2 X 4 P.T. PLATE li _I m � v) - _ - - _ _.. . '-� " - " TT ;� BOTTOM STRAPS MUST BE + INSTALLED ON INSIDE OF ♦ Model Name /Number: - C0 GRADE COLUMN. DO NOT BEND GRADE RAPS UNDER PLATE. a cry v r �.,: o 0 STRAPS vim' 18 2O ( o .$ PLACE STRAPS IN FILL c Cq�-$` �� CLEAN 3' ;, SEE PLAN iFOR v ; • • r n S W/# ,r •: (TYP.)4 0 HIGH CMU BASE CELL 5 REBAR °' CURSE HI ♦ e: Plan Issue Dat . - COMPACTED - �,; ,•.• , .1 I , REBAR QU ANTITIES '' t' .. FILLED w/ CONC - SEE PLAN FOR FILL 1° ., • , ., �.' �' „; ;. SIZE. TOP OF COLUMN BASE - Wednesday, July 21, 2021 ,SEE 2'-0" AFF ® KA PROJECT NUMBER: SEE FOUNDATION PLAN PLAN 00SEE FOUNDAION T 16" FOR FTG RE-QUIREMENT`i' PLAN 21-8342 NOTE: DETAIL CD2J / S-2 MAY BE SUSSITUTED FOR THIS Sheet:. Of: DETAIL- UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4- 1'-0" WS01 TYPICAL WALL SECTION - 81, CMU 3/4"=r-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.rs. TYPICAL FRAMING DETAILS V v V Hx ro & `m io to (2)2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED I6O 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- 3-1/2") OR EQUAL (D = 0.162". L= 3L/2") OR EQUAL ACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2' LAG ADJACENT OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL(SPACE AS SHOWN FOR 3F0') 2) ALL NAILS PENETRATE AT LEAST 3/4" CE 4) REFER TO NOS SEODON 16.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL IST. 4COURSES 11/2" CONTACT FO] SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •r. F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING ><7/16" O.S.B. (1) JACK USED AT EA. SIDE 2X BLK'G. EACH SIDE OF TO O.S.B. OPENING G.C. TO W/ 2 8d INSTALL (3) TITEN HD, EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT EDGE VIEW JACK TO HEADER, NO BASE CONNECTOR REQUIRED INSULATION AT EXTERIOR ❑ * WOOD FRAME WALL PER FBC (3) 16d SP4 AT COMMON AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 24„ 0" NAILS(TYP)T ' I CMU— SEE PLAN FOR WILL HGT. II 7�IIJHEADER PER f A ' / II f�PO,, 96 7/16" II"s: 0 EACH .�� • 1 I I I LOCKING 1 © ' • • •- :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• R • SQUARE• 13OX HEADER-j EACH • A WINDOW OR DOOR Op 7G PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT ROWS 12d @ TOP. PLATE ATTACH W/ 3" O.C. UBLE 2x4 (2)12d NAILS O.C. TOP PLATE (SOLID BLOCK. W/ 2x6) 4gnM/,y 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2xS STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYR. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION ' PIPE OR DUCT wJ rDOUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 60% OF TOP ROWS 12d PLATE WIDTH INSTALL ® 3" O.C. SIMPSON PSPN516Z w/ (12)16d NAILS TYP.' 41lti TOP & GOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d 70NAILS (2) ON EA. .SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1.2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 'OP SPLICE DOUBLE 2x TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. BOTTOM SPUCE OVER STUD W11717 I TOP PLATE SPLICE DETAIL 3/4"=T-I * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER ANCHOR NAKED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS I JACKS KINGS SIZE EA END EA END EA. END EA END LESS THAN 4' (1) 2 (1) (2 >4' BUT <91. - (2) 1 (3) (2) (2) 1 '-0" - 4 3 4 2X CRIPPLES 0 16" O.C. W/ SIMPSON SP2 TYP. — TOP AND BOTTOM * 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 0 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - OpFNl 4'G * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT —SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"0/CFOR 2x10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYR SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O ORB 1/2" AT GARAGE STEP DOWN P.T. DOT. PLATE ' STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE T813 ON — SHEET 6 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC— AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. NOTE: HOLD FRAMING i/Z' BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE -I I I I i STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 i ' 2X4SPF AT 16" O.C. STUD TO BOT PLATE: SIMPSON SP4 1/2" X 8" ANCHOR BOLT @32" O.C. 8" CMU WALL WF21 I KNEEWALL C) ENTRY FRONT WALL 3/4" =1'-0" WOOD BEAM SEE PLAN FOR SIZE - TYPICAL BLOCK :. WALL - /— SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ B" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED w/ (13)-I0d NAILS Ea TO COL. TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. CODE ST. LI WED FOR )MPLIANCE IE COUNTY FILE COP` "s F CNI o J. rf IV ,40 °ly SYtloot T 'G N 3 a 5•� � B 00 ti.� gTw B N 00 i m P- HA ¢ gw O oa`m a �Ftg� o ICN VTi" � OJ J co LL c n 39 c Z W 5M)° U ow sOgq� VNlYJ.RJSENG.COM ❑ ❑ ❑ 0 Z Z Z Q ty .0 a N Z ri 10 N V } (9 m 0 D ail ='5 L U —c"QIE C vs o� Qom � i ,L rl wa ter.. '. u4+Au�I FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information O Zt!% 0) OT N U a H e U 3 . . m ID > ti a - O NM WV/ VJ LC7 L��L VI Model Name/ Number: 1820 ♦ I Plan Issue Date: Wednesday, July 21, 2021 ♦ KA PROJECT NUMBER: 21-8342 Sheet: Of, 15-3 14 MS18 I RETROFIT WALL OVERHANG DETAIL WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF09 I WALL HEADER DETAIL N-r•S TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" 0 C. MAX _ SAME SPACING AS BOTTOM CHORD LATERAL BRACING -- , TO BE LESS THAN _ OR EQUAL TO 450 I � ' I MINIMUM 2"x4" + ' CROSS BRACING "♦ (SEE PLAN FOR - LOCATION) ♦ =%�—BLOCKING 1 .S II I I� ♦ I I (3) 12d I _ , I PER JOINT I _ CON11N000S LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2'x4" MIN. FOR NAILING X-BRACING- 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.s. OVIDE 2X4 MIN. BLOCKING AT NTER LINE OF HIP/RIDGE, TYP.E. 12D •:• ETWEEN TRUSSES W/ (2) rj0 'ILS EACH END TO TRUSS TOP HORD .w' OF . RUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING aaaAc �� i,.��♦.,.;., t WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP TRUCTURAL PACE m G.T.--- SHEATHING a ADD 2X4 ALONGSRIPPED 2X4 SYP #2 c a TOP CHORD WHENAIL TO TOP CHORD aJ TO PREVENT SHE- - - - OF HIPPED TRUSS W/ SPAN FROM EXCEHIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EG.TSIDE OR BOTH IF (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SEE * SPACED AT 10'-O" MAX SYP TRUSS BRACING M PLAN I— � ro g�8��e �a m 2X4 BLACKING � � � � " a w Lo BETWEEN TRUSSES HIP TRUSS $ 22 ! N a n v € aw. a SECT. A -A 9a W N ®a� Igfrffi N.rs. N.r.s. T603 HIP RIDGE BLOCKING DETAIL TB04 TRUSS BRACING OVERLAP DETAIL (TYP) dA£ �� a J w trig £:i� aoggF ZN i ¢ as k °2ErvB 0 ❑ ❑ ❑ NYWV.f09ENG.0OM z TRUSS NOTES: Z o ZVFW 4 en 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 J en O- (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT SHOULD — L Z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY M M ?T� CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. v y 4J 2. ALL BRACING (DB,CB,SB) 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 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT � ATTACHED DIRECTLY TO THE 130TTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. Ln SEE TYP. TRUSS BLOCKING DETAILS SHEATHING U N g Ilk3 ® TO 4 TRUSS X4 AS SHOWN LTERNATEC Y TRUSS SPACES DI ECTION V Q N 69 Rus [SEE - ® DAMS OMIr3 VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 TRUSS (2)-1 NAILS mill 1II fYiiYiR FLORIDA CONTRACTORS LICENSE NO- CRC1330146 OR HCLR/LL IN PLACE OF 141 30D SECTION TO EA TRUSS B-B REQUIRED @RAFTERS GREATER THAN 8'-0" - 3000 GULFBREEZE PARKWAY SEE PLAN ouBLEraP TOPPLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PREENO. TRUSS PLATE TOP PLATE SECTION B B SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2x STUD WALL OL VARIES W ROOF SLOPE . \ / PORT ST. LUCIE SEE PLAN CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2x642 \ / \ \ 2X4 SPF BLOCKING \ ® Job Information: (4) 12d WHEN IT LANDS SPF 48• Co- W/ (4) 12d \ BETWEEN TRUSSES ' NEXT TO PRE-ENG. TRUSS y� gLKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. 7 BIDE w/ 2d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d (3)Y B REQUIRED W/ (2) MTS12-S REQUIRED @ RAFTERS GREATER \ \ y THAN S'-O" 2x4 SPF BRACE \ / •iF \ @ 48" O.C. - NAIL w/(4) TIE 12d EACH END SHEATHIN �E 3 \ \ ALTERNATE R ALTERNATE DIRECTION I \ \ y��,pl�,y D OH YlE Y I h 91Y EL! EV �1 REVIEWED O CB 2X4 BLOCKING BETWEEN BEVEL CUTS (OPTIONAL) y°�.: CODE COMPLIANCE TRUSSES W/(2)12d NAILS 0 EACH END, COIN. EACH BAY a TB TRUSSES ST. LUCIE COUNTY o EACH OD SCREW)FATHTRUSS ALTERNATING DB WOODS / / SEE PLAN LLJ REW BLOCKING / / p /'�/'� C7.� V 4 y M PRE-ENG. TRU55 \ / / CIDDT COIN. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / N U c~1 a y N _ SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ L ~ a M N 13 (USP @ \ \ / / J Lu Z 2X4 P.T. BLOCKING BETWEEN DIACONAL TRUSSES W/ (2}12d NAILS M WOOD 2X8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / ON M Lof O W AT 8'-0" TRUSS EACH END MAX - . 2x6 RAFFERS & 2'-0"O.C. / 2X4 SPF BLOCKING \ n BETWEEN TRUSSES ® MAX. W/ (3) 12d COMMON Y V @ 24" D.C. MAX.W/ Model Name /Number: 1820 WALL BELOW TOENAILS TD RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FT 0 2'-0" D.C. MAX W / \ (3)12d EA. END (TYP.) / •\ / (3)1TD CONC, MASONRY COMMON E NAILS TO RIDGE EI SMM EE PLAN — — STEEL OR WOOD 2X4 COIN. AT T&BCHORD BEARING SUPPORT ® Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z^ SPACE COP)( Wednesday, , zO21 � KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL@ INTERIOR BEARING �'LE SEE PLAN FOR MORE SHEATHING � INFORMATION i r1 0' 21'8342 2x4 S.Y.P. Sheet: SA Of: @ 16" O.C. ROOF FRAMING TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB1S EXTERIOR NON -BEARING WALL DETAIL N.T.S. AND BRACING DETAILS ■ ■ 5 6" E THERMA-TRU INSTALLATION�� KEY DIFFERENCES CHECKLIST Rough openings are 1/40 smaller on each side and 1/4" smaller on the header than standard Therma-Tnu 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 pl cement 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 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" E SPA! EVEI' 6" 6e 6„ SINGLE DOOR SINGLE DOOR W SIDEL17E An 6u 3" 3„ 3" 3m 3e 3n III Ile i E , I 1 3,rI [IT3: LL 13- 3a 6` DOUBLE DOOR W/ SIDELITES )A lE n 6' ;PACE :VENLY g" E SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-090 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB 00 — Z t it t it I O z I ' ' der "�— 16" MIN. DIAMETER CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. PACE VENLY " notf� nan wnnin i y9lby eBnteltiM- nwaa SEA NAIL SHINGLES W/ it OR 12 GAUGE ROOFING ��,a� NAILS. 3/8- MIN HEADS S PER SHINGLE. Aft Den" centering Mn Guad ngle or to :a Rake bs` Ma al m BhpiQle Edda x sap(telt Ielr.. N upper Saro 7" timed' Wecasp c'Au,' g6G1a „tea a" ss 79" i mar Cut shingles 2" \��•' r back from valley centerline ------------ SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED. BEHIND FLASHING LOCATIONS) IXTFR. WALL FINISH AND EXTENDING A MINIMUM OFB""ABOVE 8" X S" H GALV. VEMICAL RISE OF FLASHING VERTICAL WALL FLASHING CONY. AT KNEEWALL T ENTRY PLASTER SEALANT ROOF SHINIER 8' X e" H PALV. FLASHING COM. a m FLASHING DETAILS. 8" HORIZ. NOTE: THIS DETAIL IS REQUIRED NG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" y x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK I NSTALLATIO N OF WI N DOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" X 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU t THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE i 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 11/20 MIN. EMBEDMENT 19 WOOL? SCREW } PERIMETER 1/4" MAX LEI CAULK $HIM`SPACE BY OTHERS O.A. WYNOOW HEIGHTrA EXTERIOR INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S IEEHAI BE E Eir ON im N S 110 MPH R00FHEIGHT )GB SHALL BE F41NCHE5 II r View Of Well kamiri #29prucelPlne/Eir 9r Sweet , no X 1.112" Screw Minimum Pazma$pn gNangaeatl L3/8" Cross Section View MrJmum 117 ,L slimes F�fidr shealhUy p:ded the Mode from waldras and Oaten damage until comannu ri iseandida. Sty) Madura to be M 1110 opening B 311ilel"Wperthanthe windowsize both veNallpand hodzaitalli ' You may wish to predriu the Installation holes in the fin at this time. Dipayand tie hays, I)1i4opW Baas are not ntlCe iff Sep 2 Apply a generous bead of silkgle to Ocebehsida a tie mumtmg fin. Lin enough sllirone to suAldantly ha all voids between the fin and the wall sheath11J111i1111117g Step Incertte window into the opening from the Outsl The window B lateled"aside"and"outside", but if these labels have been a`�10 T0rj IllB� renamed, the bead should anvays be to the Inside of the bidding,�> step 4 Install shuts under the sill, adjusting them ping the use is plumb in the opening. Slims should be Installed under the sill every 2 feet. `>� Q P, • `N•S E' • ••'. rJq• The window should be baskai endered in the In with ro mere than U4" a between the Window and wall ham . .,� : v gA r Ship s Ilatal a 910X 1-11Ysaew4" Immune lmmerafthe inn Rsa� end aide head, sill and bothambs, rrzrrr111r Step lratal the remaining rastvrers a OF Increments from the mincer screws to the artier Of each fame member. Use are not to over- tighten the welds and pull them through the for Alm, make sure the screws go In sunlight and do hot muse the frame to bow. WII Wag framing should be a minimum Of f2 Spnxellil Fa d OF w N Fasteners shmidbe dl0screws ofwffidentl thtoachatel3/8" into the wag and no lexttlan I from edeoftamin. v.p'. 5'(� P. N Fastener anodes neededmadh sWe of framethachieve $" r p • - F �� Lehgtll of kalbeMember 10" 18" 26" 34" 42" so- lur 66" 74" 82" 90" 98" �: •°• Ai Numberoflastents 3 3 4 5 6 7 8 9 10 11 12 13 �B®C �.•a9�}\� T SW 7 Rermve eXceEs sillame" our from around the fln WWl for holes in wlds. Use ill to fills VOWS. 'I?f1I8 Ilit11�® same If desired, a foam Insulation on be applied ro the interior gap between the window and wall framing. If applied, tK coma be tre NON EXPANDING ryPili N Sep 9 Since these windows are typically used in morns with high mols9ue, le, batlroans, t h remmmanded that the interior gap y between the window and will framing also be sailed With Aloone and toiled so as not W Innersole with the Installation of N c waltlwartl the a pith. : v Step 10 Dina all construction's canI i remove the bubble wrap from the Inside and outside orthe window. If necessary, dean the bWd5 with a mild m and warm water usinga soft ddh. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. z-s g W 00 SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION g o$ti w AND GALL OUTS. m a( 4r C er a 'p 0 n.$s 0. 4 ri Product Approval Submittal Affidavit 0 3 Building Address: Contractor:2L B J LLZR-mBuilding Permit:go� o� o Product Design Manufacture Model # Attachment Approval #g� Pressures Method m51�� El ill ❑ I— VJwM'.FDSENG.COM Roofing: 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 — O C, NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. '' z N Ic W/ 3/8" MIN PENETRATION THRU SHEATHING Q to L.-_.. ROOFING VENTS: _ a DAD' Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, COUNTY APP. Products I c 'Off -ridge vent" p "O.C. TYPICAL FL21580.1 R-2 A ROOFING UNDERLAYMENT: N �w I1st Choice TAMKO BUILDING AMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL12328-R9 'U R905.1.1 O w c Overhead Garage Doors: �..:.. 1st Choice +30.0/-30.0 CLOPAY 16W7 2"x6"P.T. WOOD JAMB WITH FL16546.8 - F W 53W5 (5)1/2" DIA x 8" "1" BOLTS law — m 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.84 x n a`3 —a Swing Doors: a 0 . 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 +67.0/-67.0 THERMA TRU-CORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 D S HGI :3 FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X.3" WOOD SCREWS MIN. FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215 2 " LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE. NO. CRC1330146 Sidelights PLAT PRO FL15215.2 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sliding Doors MI WINDOWS & p00RS SERIES 420 SGD FL15332.4 DIVISION LOCATION: 1st Choice AI of r MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 PORT ST. LUCIE n Alum. reinforced ® Job Information: WI old " +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Sings Hun (fin) ANCHOR WITH MIN. lab" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL ` 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +401 MI WINDOWS Single Hun (flange) SUFFICIENT INSTALLATION TH. TO PROVIDE UGH DDE BUCK USE M WOOD SCREW BUCK, FL 17894.2 +50.0/-50.0 MI WINDOWS Single340 SERIES SUFFIENT LENGTH TO ACHIEVE 1a/e" INCH MINIMUM EMBEDMENT FL17676.2 lHung On) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES SingleFL17894.4 Hung (fInleSS) frame Mullions: M•1926 VerScal FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 z c 1st Choice MI WINDOWS Mullion 3 16" CON ANCHOR WITH SUFFICIENT LENGTHY ACHIEVEA 1a4 O rj3 � M-1926 Horizontal MINIMUM EMBEDMENT WITH 3," MINIMUM EMBEDMENT WITH 1" MINIMUM y5804.2 w `D m IZT 0) u I' EDGE DISTANCE M N to O. M Fixed Glass: > ; 3 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE, 3/16" TAPCON ANCHOR FL18644 R-6 z r 4) WITH MIN. 144" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD ® J L.L.I M O BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE M L 5/8" MIN -.EMBED- INTO WOOD BUCK- J W V J V J SOfflt: ® Model Name Number: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl oSfeeple 10" on center In direction FL16503A R5 Plygem / Variform Plygem Double 5 Double 5 standard (vi 14) 10" FL12194.1 rgM 182® Double 5 standard standard vin I sta lessolid 144 anted -145 FL12194.2 VI Pian Issue Date: Hurricane Panels: Wednesday, July 21, 2021 Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELg t Choice SHUTTER & GLASS Storm Panels _ FL16293 R3 KA PROJECT NUMBER: I have reviewed the above components of cladding and have appfrovedVUE COMPLIANCE 21-8342 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # �(i126 aT. LUCIE COUNTY Sheet: of: Fl. # 87864 BOCC MAT Name: Luis Pablo Torres Certification Number: MATERIAL Name: Certification Number: REFERENCE INFO (PSL) MECHANICALLY FASTEN As / FOLD up WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH / RESISTIVE` BARRIE & WEATHER RESISTIVE SELF -ADHERED FLASHING TEMPOIRARILYSE URE BARRIER - GENERAL FLASHING AND WATERPROOFING METHODS R703.1General. Exterior walls shall provide the building with a weather -resistant exterior'vvan envelope. The exterior wall DOOR ROUE OPENING TO BE USED. envelope shall include flashing as described in Section R703.4. i- EATHER - WINDOW UNIT BARRIER WOOD FRAME CONSTR. R703.1.1 Water resistance. The exterior wall envelope shall be designed slid constructed in a manner that prevents the L s EXTERIOR SELF -ADHERED FLASHING 3/4"•1"BEAD OF CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 In SELF ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WALL BY6IN. UP JAMBL". USE THERLIQUID NAIL BRAND PRODUCTS DETAILS OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied herizOntally, with the upper layer lapped Over the lower layer not I¢a5 than 2 inches. Where EXTERIOR Points occur, felt shall be lapped not less than 8 inches. Other approved materials shall be installed in accordance with the \WEATHER SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions, The No.15 asphalt felt or other approved water -resistive RESISITIVE CEMT. FIN. barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS PER FBC-R CURRENT EDITION 703.7.3 manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUSFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based Sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed Independently such that each layer 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 JOTS to the water -resistive barrier is directed between the layers. resistive barrier above header to arrow for hashing installation Refer to the number marked as ®in each detail that corresponds to the 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: bars Exception: than that ih60 minute Grande Dve apaper and a rrier that is separated from thplied ever e stucco by an interrelating,ed sheathing has a esulhstanfially nonwaterr resistance equal to r resistive barrier / ,� ,( 3. Fold weather resistive barrier back over head flashing and ` PAPER 1. Install self -adhered flashing In order as shown by hum absorbing layer or designed drainage space. seal wllTt tape 2. Install flashing and weather resistive barrier to form water shedding laps (3 2 O 3. Self -adhered Flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, Raskin Flashing. Approved metal flashing, vinyl flashing, self adhered membranes and mechanically attaching flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be Scale: Nrs SELF -ADHERED fLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING $ELF -ADHERED FLASHING Instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW W P01 IWP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W PO 3 SCOiIng CUiS water to the building structural framing components. Selfadhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH BECK - SECTION A 5. Remove all release paper per standard installation instructions and AAMA MA All exterior fenestration products shall or sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece offlashing material (6" X 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper Joint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluld•aprilied membranes used as Plashing in vii i l l rrre EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) .�` ''. ADHESIVE exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved 3/4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as ShOWO by 8rY0WS flashings shall be installed at the following locations: `�` PTV N S E •�"tee EXTERIOR SHEATHING ! ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit <,,.. ' THRESHOLD OF DOOR AND RETURN FLASHING, SEE . SELFADHEREDFLASHING � GJ ; • ♦ (y �'•, * w UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner i S REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) - 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the J S 8. Mechanically fasten as necessary exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically NO : cc LETTER ON CHEMICAL I SCORED COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed I'L' in accordance with one or more of the following: OF .' ISEFORE FOLDING, SCORE �• P� Q; N SELF -ADHERED FLASHING, RELEASE PAPER TO ExRosE ' A,''' SELF ADHERED EXTEND A MINIMUM 6" ADHESIVEPAPER SHOWN EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the �i� 9 ,• R�Q C'. tea` �' FLASHING fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing VERTICALLY FROM BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to a MECHANICALLY FASTEN AS g Openings g pan flashing =hall incorporate flashing or protection y the water resistive barrier for subsequent drainage. Openin using g - g f7i 1I i111` NECESSARY IN CORNERS THROUGH at the head and sides. N IONA (SEE SECTDETAR_ 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 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ FLASHING ' 2 WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING rJ projecting lips on both sides under stucco copings. NAILING FLANGE t 4 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS 6 4. Continuously above all projecting wood trim. B ' m 0 DO NOT FLASH OVER - UNDER DECKING a s 4 Q N BOTTOM NAILING �18 SEE DETAIL WP07 2 7 m & M ro FLANGE ( ) S. Where exterior porches, decks or stairs attach to a wall or Door assembly of wood -frame construction. 8 c �5 gg SELF -ADHERED FLASHING � /� / ® SELF -ADHERED FLASHING <> Lo � p � � ®� SELF -ADHERED FLASHING �+ S. At wall and roof intersections. ag,.1 R � HALF ROUND WINDOW V Y 1- 04 EXTERIOR DOOR WITH DECK Y V INSIDE CORNER W PO V ='' 0� 0 B� W 7, At built -In gutters. m" m n N m g a a Q. a 21- �Ee g a w 3 .,.�€a Zz�< z c Y in SELF -ADHERED FLASHING �} DECK PROTECTOR 6 a Ill 13 v 7l8" Cement Plaster a = g a SHEATHING l j in accordance with a1 ASTMC926 g = 7/8"Cement Plaster - , Vif��"� /� r. ) inaccordancewith ASTMC926 m _ SELF-ADHERED�`- m' vAvw.FosBVG.coN ❑ ❑ o FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance lathe in accordance WyqwkhAC SELF -ADHERED FLASHING _ Building STPaper C063 With ASTMC1063 Z 8 0 DECK PROTECTOR " • ' 7l16 O.S.B. Building Paper z $ c 3 I 7/16" O.S.B. a N sheathing - u" DOUBLE Sheathing SINGLE JOIST Z ' .' Keep top edge N c� N ` JOIST SELF -ADHERED FLASHING �� Flashing Of weep screed W. a 2 below top of SELF -ADHERED FLASHING t Metal ICI ._ 0 block 2 Unperforated Flange 7/6" Vulcurn Q O 3"MIN Weep cauk bottom Screed :. joint only 5 u N V) 4 ru m Maintain Metal Flashing ° �, IF "I Bottom of 3-1/2" Unperforated _ a a'+ _ Wee Screed " r PFlange I LIQUIDFLASHING TO THE MASONRY OPENING HEAD JAMB SILL IN 7/8 Wee Screed U SELF -ADHERED FLASHING \pPP�I"p SELF -ADHERED OUTSIDE us WP®O AACCO DANCE L (HEAD, ) �A/P®(� \H0.8362x;DECK JOIST V y J / OUTSIDE CORNER o ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE V V i 1 Above to o / p c INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Dec native Finish Sheathing Decorative Finish ® DAMS HOMB p•, ,•o, All Inside and Outside Corner will FLORIDA CONTRACTORS. LICENSE N0. CR1,133' 146 EXTERIOR WINDOW UNIT need to be miter 3000 GULFBREEZE PARKWAY cut CEMT. FIN. Cement Plaster butt jon is need to caulked all GULFBREEZE, FLORIDA 32563 BUILDING PAPER in accordance 4• •4 ' becaulked using DIVISION LOCATION: SLOPE SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0, in 0.3 in : 12.0 in over wood 2nd PORT ST. LUCI E 0.3 in: 12.0 in (0.6 cm: 30.5 cm) (0.6 cm : 30.5 cm) floor � Jobinformation: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING )EE®U C; E COMPLIANCt WIRE LATH SELF -ADHERED FLASHING F" - EXTERIOR T. LUCIE COUTN` CEMT. FIN. BUILDING PAPER BOCC WIRE LATH 1/2" Cement Plaster Finish IV V SELF -ADHERED FLASHING c i m Block ILIJin m <f WIRE LATH 21/2" Perforated On ,e Flange 1/2" Weep > BUILDING PAPER ' ^ d Screed BUILDING PAPER Pla tert Z e V N over block '. 0 J W Z) LO, LL lot floor _1 m U) EXTERIOR WINDOW UNIT CEMT. FIN. Slab Install bottom TI Model Name / Number: edge of weep screed 1" below 1820 finish floor Plan Issue Date: OPTIONAL [DETAIL Wednesday, July 21,2021 KA PROJECT NUMBER: 3 s O Note: FILE COPY 2"342 The building papef and metal lath WEEP SCREED DETAIL must be installed over the top of sheet: of: SELF -ADHERED FLASHING \ A /P ® SELF -ADHERED FLASHING itj SELF -ADHERED FLASHING W P n SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD V �/ CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL L the weep screed. WATER PROOF DETAILS o 'i 42X42 A/C -SLAB 1 0 CB) 25 51; I F BY BLDR MIN ME 2' FROM WALL o II, 150 _ 1 12 rag 14XB 1wcd 5" bath duct N - ----,- p _8„ r to roof or wall ca 14x8 1 wcd e w _ _ m e__ zoo w/ standard 70 ri _ cfm bath fan QA r €€ 16x16 ra9 16x16 rag � I 10 p s � �(l 8., rcx� r 5" bath duct 14x14 ragF 4 2 we O p x J IF to roof or wall cad w/ standard 70 a 14x8 1wcd _ % tlr a` x4 1 cd`i 17 7 -cfm bath fan ' 5 ; 10x1 rag81, S } 1 ox6 1 w c d 45 Oywcd 70 14 A. win a -------- v . ..i... M1. > cn 24x1 fbr g — 7" , (> 4" dryer duct . NNG ROOM to roof cap 12x6 1 wcd �_ r ' w W w/dryer vent box 150 12x6 1wcd 150 T +_ v `v aq 12x12 rag 9 rar =8x 1wc iffi _ 0 7" HI s EO 2x12 ra -- pq "% mom^ YAM" ma 1a1f -Wa, ar " dd e is cd&F�t F'kZ� C^st.ladtd ER 9-Y.L W ai 24ilFeE ' p��e�•i 1 �� R Se, SF. A W i C, 12x6 1 wad e Z 170 W 0 s F— REVIEWED FOh � EKE - CODE COMPLIANCE O -M`- LW0 1btdx* n en c€vs = ag#gFE@#dkSlG►ai ST. LUCIE 4;OUNT LU M - - -. . .... . . ........... BOCK W I— .: L� O ELCV Q CV \C) Z 00 OCR i\ O I � NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED — \0 m °7° 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS — Transfer ducts/grills sized in compliance W • • �_ Z ® with Florida Residential Building Code—M1602.4 W J Z p balanced return air. FILE COPY - Q l- m Q EXCEPTIONS 1-3 AREA 'CALCULATIONS � J 0 Q Q:� & m n J Cn . .Ian 9N- R la t n g License # CAC032448 $ LK � �� wily � f�dfC9£ dGdI,i I Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.