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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURALNOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO- TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPI 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 SECTION 202, PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINM 7INT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROL NO CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. NFPA 7417, NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 5.. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 R 11/2" TO FORM U.N.O. 4A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE -(ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES;" THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GI 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL ADE TO BE MIN .75 LOS OF FIBER PER CUBIC YARD.. 3E NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM W, ASTM A70 SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR F TING 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 TE VIPORARY 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 FOOT NG REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL I ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE: AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING kDHESIVE 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 EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF ECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: ITTHE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO ADOPTED CODES, 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 IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEI GHT, GRADE N, TYPE 2, CONFORMING TO ASTMC90.014, WITH A MINIMUM NET COMPRESSIVE (8) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. STRENGTH OF 2000 PSI if m = 2000 PSI) . INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM 270­14A. 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 DAYS OF 3000 PSI SLUMP 8" T011". CONTINUOUS MASONf Y INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT. SHALL 0 7 AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL 0 HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, ROOF RAFTERS LiTL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE . WHICH EVER IS LESS. REINFORCING SHALL BE PLACEL IN THE CENTER OFTHE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/OOLG) 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 M 06ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS *• LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEA A. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR FJOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS S, TEMPORARY BRACING AND SHORING OF WALL TO PRO A STOP IS PROHIBITED. flDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACINE SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR 17) DAYS. PER CODE ACI 318-14. BE FLUSH WITH TOP OF WALL. FACING MATERIAL OR IS COMPLETELY 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE IN R703.7.2 WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED . ROOF (PSF) ROOF (PSF ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE R703.7.3 WATER -RESISTIVE BARRIERS. TOP CHORD LL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED iN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A pERPORMANCE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL FRAMING MEMBERS SHALL BE S.P.F. #2 TOP CHORD OL 7 7 15 25 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 FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OFT IE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 1.0 . (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS TH kT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING -INES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 BOTTOM CHORD U. (OPT) 4. MANY OFTHE NEW PRESSURE TREATED WOODS USE HEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, W/ LIMITED STORAGE. 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 ONE CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR �TAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOODEN CONTACT WITH EAR H OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS NO. 15. ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) WATER -RESISTIVE RRESISTI BARRIER IN ACCORDANCE WITH THE E VE INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED D WATER -RESISTIVE OTHER APPROVEDS N . 1 ASPHALT FELT OR 0 MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE O 5 SP S PACK AND BEAM NAILING PATTERNS. 7. SEE PLAN FOR ND 8 ENGINEERING LUMBER TO HAVE THE FOLLOWING .ALL IN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MIC OLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SPjSP 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 NALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSS FLOOR SHEATHING: T&G A-O GROUP 1 APA RATED (48 24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, GENERAL FLOOR LOADING - R703.4 FLASHING. S EXPOSURE WALL SHEATHING: 1 16" STRUCTURAL 1 0 B / RATED OSB EXPOSURE 1 1 OR 15 32 RA E / APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN IM PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3,15 SHEATHING SHALL TOP CHORD ILL 40 (PSF) I COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WINGAREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.5 (+1 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 F) 34.4 0 (+) 24.1 (+) (D 31.50 1 0 (+). 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOO *. SOFFIT 9'-0" x.7'-0" 16'-0" x 7'-O" 1-) 51.3 (+) 24.3 (+)., 23.3. (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES: 1 MULTIPLY BY 1 67TO GET ULTIMATE WIND PRESSURES. M 1 "aft a _ 1 NLYW N4' ICORNERS. 2. END ZONE S 0 /I -0 OFALL EXTERIOR BU LDING * 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 COVI_R SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRU>S LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC ' _{I,e�eY4.. � `®eteeerirtypt TrJRF.F r CT e a_j N E 0.Itl LU. �dry90�•. LOP:,. Nh 5h .1 -lei SIONP� 0111110/1� o `m ' g T I � c 0 c " _ 5 o It o W "d ?0 w 5 oD r dw !Ji n U 0 w N FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10.(PSI) .R z w INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL o (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES �$ SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) � B [2 � 11 0. 3 IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. -'1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECUR LY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS HURRICANE CLIPS OR ANCHORS PER °' COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN 2- 1 R $ , SELF -ADHERED MEMBRANES USED AS FLASHING SHALL 0 PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2 PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED N ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADINGw 2 _ I' yl w.1 m o 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMEN ED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. ;.T g W �1 r a d C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROP RTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: g Q 6 a rn MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) § w 2 a g 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 U -' 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 www,Roseria ❑ ❑ ❑ • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHTWEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) fh �_ • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) z • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, o M • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE: EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) - 200 (PSF) Z g N CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) C • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING .POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) - h • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM - 30 (PSF) a STAIRS 40 (PSF) - LO UPLIFT CONNECTORS FOOTNOTES to M k 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG v TO UPLIFT OR LATERAL FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. +-+ w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A p w HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO I. U MORE INFO. SQ. FT. l,j - BUILDER NOTICE: O = CM FIELD REPAIR NOTES GENERAL NOTES: CIO L E 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY B SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. ItIs the Intent of Designer/Engineer listed In the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S iECOMMENDATIONS OR SIMPSON 1/2' TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3.. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4 DIAMETER MOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL 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 c gi oa 1 © d 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 Q N 0 ern 14100 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 commerloement 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 TH E CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations. DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to ♦ DA $ I40M 5 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) 45 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. 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 construction. All construction MUST be in accordance to the TO FOOTING). 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 plans ents.soul Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTIONMAY BE SUBSTITUTED WITH (1) SIMPSONMTSM16 TWIST STRAP W/ (4) sk"x 2'�" TRENS 70 information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 S LESS 1720# . IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND EOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcha es will be considered MASONRY AND A TOR NAILS A TRUSS FOR UPLIFTS 55 / 14) /4" x 1 (USE (2) MTSM16 FOR UPLIFT L ) ag y TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement b the Desl ner E neer without advanced 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM O W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TfTENS ONE EACH SIDE OF 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 I CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. notification and approval by the Desrgrto the terms GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: 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. 16d x 24/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT ® Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER I 1 S DATE DESCRIPTION VYED FOR a" `ICO/IPLIANCE ►� : L,UCIE COUNTY _ 0)sDOCC yApt Ot Northwest FloridaINIIIIIIIIIIIII > o 3 z CO / p_3w:D � M U) (n Ln VI Model Name / Number: 000 GULFBREEZE PARKWAY GULFBREEZE, ILORDA 32563 P 2000 FILE CO` N Plan Issue Date: Monday, March 29, 2021 VI KA PROJECT NUMBER: MODEL 2000 21-3104 Sheet: � OE COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER MBER UPLIFT TOP BOTTOM SPACING SPECIES CAP.(plq 7BW1 16" (2)16d TOENAILS (2) ISO TOENAILS SPF NO UPUrr BW2 SP2 W/ (%iOd SP1 W/ L%10d SPF 402 16" STUD, (6)10d PLATE SAID, (4)10d PLATE I W3 16, (2) SP2 W/ (6)10d (2) SP1 W/ (6)1od SPF 803 STUD led PLATE. STUD 4 10d PLATE BW4 16" (2) 18d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6]-10d SP1 W/.(6)-100 16" STUD 8 10d PLATE STUD Al10d PLATE SYP 439 81V8 (2) SP2 W/ (6)1od SP1 W/ (6)4Od 878 is" STUD 8 lod PLATE STUD 4)10tl PLATE SYP BW7 12" (2) 16d TOENAILS (2)18d TOENAILS SPF No DPUFT BwB 12" STUD, (6)10d PLATE STUD, (4) 10d PLATE SPF 538 BW9O (2) SP2 W/ (6) SOd SP7 W/ (6)-10d SPF 1070 12" STUD, (6) 100 PLATE STUD. (4) lOd PLATE BW10 12" 2)16tl TOENAILS 2)dBd TOENAILS SYP 0 BW11 SP2 W/.(6}-10d SP1 W/ (8}1Dd SYP 585 12' STUD, a 1Od PLATE STUD; (4) 10d PLATE (STUD, 18 XLOd BW12 12" ((6)10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED 2x TOP PLATE TOP OF. WALL .,.L �OUBLE SEE -PLAN- -V MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/S3 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED, CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @7 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F F SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2 A B O 32" O.C. W/ 7 INFO EMBEDMENT OR 1/2 A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN, 7". EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD ® 32" O.C. 7/I6" OSS PLYWO W/ SAME EMBEDMENT W/8d NAILS AT 4'oe NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. SEE GENERAL GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4. SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF'BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFDB/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) ARWA AND RE IRES MIN. e . IF "SW" IS INDx:ATE0IHE WALL IS LL W NAILS AT 4-OEREDASHE 7/16" OSS IN HELDAND EDGE TO OF WALL DS NA(1)SIDE 1 XTERIAT4"O.C. 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULEA EXTERIOR R D SPACING AND GRADE ACT L SEE RAN AND WALLS SECTIONS m STUD q S. IF THE BEARING WALL ISR INDICATED WITH THE BW4, BW7, THESE WALLS ARE ONLY E SEARING W L STUDS THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE HAVE U PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS NAILS) AND WILL PLATESUPPORTINGAND T LNG NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 8. 3P3/SP2-0RIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10& 0.148" DIA. x 3" LONG HEADER SCHEDULE MARK HEADER SIZE REMARKS Hi (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 11? FLITCH PLATE THIS SHEET H2 (2) - 2X8 92 SYP SEE GENERAL HEADER NOTE #5 W/ 10 FLITCH PLATE THIS SHEET H3 (2) -2Xi0 #2 SYP SEE GENERAL HEADER NOTE 45 W7112" FLrrCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W11/2" FLITCH. PLATE THIS SHEET H5 (3) - 1 314" X 11 114 ATTACH TOGETHER W/ (2) ROWS 114"X 3In' LVL 2.0E Fb=2600 PSI SDS WD SCREWS &116" O.C. TYR EACH SIDE (2) - 13/4- X 9 1/4 ATTACH TOGETHER W/(3)ROWS 114"X3TO- H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS Q 16" G.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4 A" - 9',0' (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2no FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SNP W/ 7/38' CONNECTION: PROVIDE (2) CUM7,7 088 RJTCH PLATE. NAIL SIMPSON LSTA18 OR (2). v/ BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d.NAILS W 12' OR (2) SIMPSON HETAIS TO CMU O.C. TYP EACH 81DE COL U.N.O. ON ROOF PLAN (2)- 2 X 10 92 SYP W/ 7/16" CONNECTION: PROVIDE (2) - SIMPSON LSTA24 OR (2) M 088 RJTCH PLATE. NAIL BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETAW TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x32 #2 9YP W/ 7/18" CONNECTION: PROVIDE (2) M OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO W000 POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) 1 3/4 x 111/4" LVL CONNECTION PROVIDE (2) 2.0E Fb-2600 PSI NAIL BEAM SIMPSON LSTA24 OR (2) TOGEFHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x 3 1/2' SDS WOOD SCREWS @ 18" O.C. TYP. OR (2) SIMPSON HETA18 CMU OR (2) EACH SIDE. COL. U.N.O. ON ROOF PLAN. . (2) -13/4" x 11 7/8' LVL 2.0E R>=2BO0I`SL NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2" 8DS WOOD SIMPSON HTS20 TO WOOD POST SCREWS W 16" D.C. TYP. OR (2) SIMPSON HETAIS TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) -13/4' x 08" LVL 2.0E PSI. NAIL BEAM CONNECTION: PROVIDE (2) [w TOGETHER HER USING (2) ROWS SIMPSON 1/4° x 31/2" SDS WOOD SIMPSON HTS20 HTS20 TOO W000 POST SCREWS TF 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH RAN CORRECT LENGTH OF BEAMS REQUIRED (MINA" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. COLUMN SCHEDULE COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Um FMARK (3) 2 x 4 #2 SPF (4) - led TOENAILSDTT2Z 2 x 4 #2 SPF W/ 1/2" WEDGE(3) ANCHOR* & (8)1/4" X 11/2" 2145 SDS SCREWS (3) 2 x 4 SYP #1-OR• 44) -164 TOENAILS 0 a (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR' & (8) 1/4" X 11/2' 2145 SDS SCREWS C5 4 x 4 RTA2 ABU44 W/ 5/8- ATR** U- 6665 SYP POST & 112) - 16d NAILS 6 x 6 P.T. #2 ABU86 W/ 5/8" ATR** G -12DOO O2200 SYP POST & (12) -16d NAILS U = 23DO C7 8 x 9 P.T. 02 ABUS8 W/(2)-5/8"ATR* `-"'Q'." 5 SYP POST & (18)- lad NAILS „ti'Y O1.8E 3.5 x 3.5 F.L W=2400 PSI HDU55DS2.5 W/ (14)1/4' x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANRED IF EXT.) ANCHOR, OR ATR*�; _., - 3.5 x 5.25 P.L. HDUSS0S2.5 W/ (L4 1/4" x 1.8E Fb-2400 PSI 2 1/2" SDS WS & 5/8- EXOPY ,5645 IWOL IF EXT, ANCHOR, OR ATR** C10 3.6 x 7 P.L 1.8E Po=2400 PSI HDUBSDS2.5 W/ (20)114' x , 21/2" SDS WS & 7/8°, EPDXY 6970 (WOLMANRED IF EXT.) ANCHOR OR ATR***-' C11 5.25 x 5.25 P.L 1.6E Fb=2400 PSI HW8SDS2.5 W/ (20)1/4" X 2 .t/V SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*'* 7x 7P.L. HW8SDS2.5 W/12Q)1/4"X O1.8E C� Fb=2400 PSI 2 1/2' SDS WS & 7/8" EPDXY'- 7870 OLMANRED IF EXT.) ANCHOR OR ATR*** GENERAL COLUMN NOTES L SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SIFF #2 UNO ON PLAN. S. NAIL BUILT UP STUDS PER DETAIL WF37/53 4. MINIMUM BOLT EMBEDMENT'- 5" EMBEDMENT FOR 1/2" ATR B" EMBEDMENT FOR 5/8" ATR W EMBEDMENT FOR 7/8" ATR 5. IF(C) COLUMN IS INDICATED ON SECOND FLOOR. THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) S. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSFZE PARALLAM COLUMNS 0-BE) MAY BE SUBSTITUTED FOR ANY o T. SYP POST NOTED IN THE PLANS COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d O.131' X 2 %' 0.131" X 2'h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF &WALLS 10d OR 12d OA48' X S" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.1A8 X .3 iP 0.231' X 3 W NAILS & TOP PLATE 120 0.148" X y A4- 0.131- X 3 IA- 8" O.C.(COMMON) STUD WALL B- O.C. OUN NAIL CORNERS 10d OA48" X $- Od31' X 3- 8" O.C.(COMMON) STUD PACK - 8" O,C. GUN NAIQ COLUMNS 16d 0.162" X3 °fi' 0,131-X3W (2)16D(COMMON) SEE PLAN (3) 160 ( GUN NAILS) d � HOSE+ BIBB 48'8" 14,_10" 20,_6" 3'4" CD11 9'-9" 9'-91, - - - - ---0------------ COVERED PATIO iBMS 20'-0"x 1-0-0" BMfi i 4„ 7,-0„ ' 7,4„ 5,-0„ 9,-4„ 4'-8" W/ BUILDER VERIFY LOCATIONIff] © �Y I O v U 25 SH 25 1 25 SH DBL 25 SH 2868 EGRESS EGRESS 14'-2., 24'-0„ NOOK MA ER MASTER VAULT CLG. BEDROOM O VAULT CEILING -------. -------- t --...---- --- G.T_---------- - - --- ------------------------------- o 7'-10" 16.8" N 3:12 rI - 1 GREAT SLOPE VAULT CLG. O _ ' I to z oaf 36" FLAT BAR iff U) TOP ON 341h" r _ 0 m WALL W/ 12" W W 1 ; J ' 306_8 I O z W _ ---- 03- R/SH �_ -- ------ KITCHEN I W 10'-0"FLA7 CLG. -- Tf 00 WIC EP e I O' N ' VAULT I d vvrv. I VAULT � Sr `-- - 1• - - - - - - - R/SH I I 14'-2" 4,.0" ..2,-0;, 10'-11" 5_5•' 12'-2" BEDROOM 4 T Y DOOR;PER VAULT CEILING ih 2868 - ACCESSIBILITY in CODE 3'-6" cc U) DINING I ti N o 10'-0 FLAT CLG: m N w 04 m w '4'-4" r o BATH UU101 VAULT PROVIDE PLATFORM 2668 V) o FOR HVAC UNIT - -R/S VERIFY SIZE W/ _ _ _ MFGR N R S / 2668' 4, 4„ON I , J O cq in of 6._5„ 3 X 4 d' i(� LO M N N - SHWR - - ; I r " 0 DRYER VENT I NOTE: BUILDER TO PROVIDE ' I. APPLIANCE PROTECTION IF W H THRU R00 Y REQUIRED BY MUNICIPALITY, i" rID MAX lGr3 :BEDROOM 2 W I SEE SHEET 4 FOR DETAILS q L� --,) ' VAULT CEILING ' I. n w LAUN o HANSON BOX @ 36" AFF- 2868 21'3". 7,-9,. 7,Y-6„ER 12`-2" ' CCES LOCATEAN FIELD AOULT CLG. K2668ATTIC H I FI 22' X 36" MIN BW2 ° ° o s; 3.41, W � ' ---.----- 1 ----- G.T. ------. S3 I I - ---- H1- O 3 CAR GARAGE3066 VAULT CLG 8' CEILING R/S 4 EGR S 4',1" 119 6'-10" N MS03 N S1 a NT Y 2668 2668 ME----- - 7 N N BMi ' 291-8" 6'-4" BEDROOM 3 8'-0" CEILING I I I S2 I I II O O 8' X 7- OVERHEAD IDOOR EGRESS 16' X 7' OVERHEAD DO DBL 25 SH ,,4„ 8'-0" 1'•10" 16'-0" 1'-10" 6'-4" 10'-0" 1.91-8" 6'-4" 12' 8" 48'-8" I +HOSE BIBB n v O 7 V a 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B _ 1112 A +27.6 / -29.9 U +27.6 / 37.0 +26.5 / -28.8 O. +26.5 / -34.4 y� +24.8 / -27.1 O +24.8 +24.3 / -27.5 O +23.3 / -25.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND er - FRAMED WALL , i 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 s L?�•tv ti LIJ C NO GENERAL NOTES` ♦� /F R302.5.1 Door from garage Into house must be a a f 0 64L i♦♦� minimum 1 3/8" solid wood door, solid or honeyoomboore steel door, or 20 Minute fire rated door. . Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through .a the soffit If solid soffit Is Installed 5'-0" on each side of c the venting. O R302.6 The garage shell be separated from the residence and It's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath roams shall be separated from ell i habitable rooms above by not less than 5/8 inch (15.9rim) type X gypsum board or equivalent. Where the separation is a fiDorceiling assembly, the to v o structure supporting the separation shall also g PJ p protected by not less than 1/2 Inch (12.7mm) c w S a Y M t- 00 gypsum board or equivalent. g g m J U 3 8 LL . R312.2.1 Window sills In dwelling units, where the z W r top the sill of an operable window opening Is locatedLO FA .vSN N moo t W a less than 24 inches above the finished floor and greater &` � � m TA than 72 Inches above the finished grade or other surface j rn below on the exterior of the building, the operable window gg$ g @ 0 - rg - Xw o shall comply with one Of the following [3 listed methods]. i ,4 m a 221 $16 O X $g �8 aahr . R308.4.2 All windows within 2'-0" of doors and In m shower or tub areas will be safety tempered glass. M LL Gelling for exterior erodes and covered porches to s Z a have 7/16% span rated OSB nailed per zone on 8 W O 1n roof diagram nailing schedule or 5/8" COX. „� 1= WNAV,FDSaVG,.CdN ❑ ❑ ❑ 1X T&G acceptable for substitution. LO tG . EC; R402.2.4 Access doors from conditioned spaces to Z m unconditioned spaces (e.g., attics and crawl spaces) 93 shall be weatherstripped and insulated to a level "' Z S N equivalent to the insulation on the surrounding Q IL ,III surfaces. N «) a M1502.4.5 in The maxim Duct length z m .The maximum allowable exhaust duct length shah be z n N M determined b one of the methods s ecifled In sections (9 Y P M1502-4.5.1 through M1502.4.5.3 Ceilings for exterior erodes and cowered porches to be o 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking •� O w 2 provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw j shank 3" D.C. field and 4" edges. Vinyl ceiling to be U _ rN E attaches to OSS per manufacturer specifications Ills � �i! (Np / Q N O UOa 7� DAMS HOMES FLORIDA CONTRACTORS UCENSENO.CRC1330146 REVIEWED FOR 3000 GULFBREEZE PARKWAY )DE COMPL IANC, GULFBREEZE, FLORIDA 32563 f" LUCIE COUNTY DIVISION LOCATION: BCCC PORT ST. LUCIE Job Information: FILE C-()P` z 0 LD LLI y > xH FH r• Z J N U m co)a ®_5LW�LOL ® Mode[ Name / Number: 2000 AREA CALCULATIONS ® Plan Issue Date; 1st FLOOR 2004 S.F. Monday, March 29, 2021 V KA PROJECT NUMBER: TOTAL LIVING (AC) 2004 S.F. 21-3104 GARAGE 750. S.F. Sheet: FLOOR PLAN Of: COVERED ENTRY (BASE) 45 S,F. SCALE: 1/4" = 1'-O" COVERED PATIO/LANAI 200 S.F. ELEVATION IIBII TOTAL AREA UNDER ROOF 3003S.F. FLOOR PLAN 2 GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN 6' AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FlBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FlBERMESH OR NER-414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB, HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN, G.C. TO DETERMINE STEP LOCATONS IF REQUIRED. 8 ALL FOOTINGS SHALL BE MIN 12' BELOW FINISHED GRADE SECTIONS R403.1.4 9 MASON TO COORDINATE. WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX DRY DENSITY AS DETERMINED BYASTM -1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12-,THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. 12 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR A DE?M OF I/4 E LL CUT W/ NIARK SIZE UEPTH REINFORCING CAP. Ibs F1 1-0' X COW.. 1'-0' 2 #5 E.W. SOT. 2000 Fg0 2'-0' X 2'-0" 1'-0" 3 #5 EW. SOT. 7200 F2S 2'-6° X 2`6" 1'-0' 3 05 E.W. SOT. 11000 F3.0 -0 31-0" X 3'" 1'-0". 4 #5 E.W. SOT. 16600 F3.5 a'$° x3'8•. 1'-0" 4 #5 E.W. 60T. 21500 F4,0 1 4'-0' X 4'-0" Vol 5 #5 EW.. SOT 28000 F4.5 4S'X4'-6" V-4• 5#5 E.W. 801 34500 F5.0 5 A' X 5'-0' V-4'. 6 #5 F.W. SOT. 12500 F5.0 6'-0" X 6'-0" 1'4" 7 #5 E.W. SOT. 01500 LEGEND Q . INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING J`"' FL.UIVIIJUNU F{Ibtil 1-0' 01. 14' 10'' 20' 6' 3' 4' I IN F2.5 F2.5 I F2.5 1 11 I 1 N i F.... i FMO3 in a ( 3.1 i» h I OI m 11,101, 3' 10" 1 3' 2" 3' 10" 1 3' 6" 3' 10" l4" 3' 8" 2' 4" 7' 0" 4' 4" FM1-9 VERIFY LOCATION W/ BUILDER TYP. ,� .•,•>,. ,�'� ' CORNERS STEP DOWN "___ ________ ____________________________________________________ ____________ _______ �. HOSE ' FM01 FMO1 BIBB , 1 Q , , 1 1 1 v 14' 2" T 10" 16' 8" Do , II Z�II 1 ' D:I, Fn = at f b I 1 JDE ELECTRICAL ' io & PLUMBING SERVICE THRU SLAB @ ISLAND i a LOCATION (REFER TO FLOO O ' F31 PROVIDE CHASE FOR HVACUNIT 1 w , , 2, z„ 81.0" , 4' 28,6" , FO 1H i it 1 1 0l n h to it j i0 o +p I PI �' I o 1 °I ' I i 00 w iO TO" 2, 2". .::' I ro 1` J 1 0 1 I>) ' F.G. is SHWR e ' O J 1 1 � o ' 1 1 ' - FM12 WH i io ; m F2.5 I 3.i , o ; ; .. FM12 3.1 i C.J. ' - - ` - - - - - - F STEP DOWN 1 21' 3'. 7' 9" ' 12' 6".. 2' 6" 2' 10" 1' 10" eD, , •- -' ---' ---'-- a0 io , i r a g°.� 'I,' v i 1 ID C� F31i2 _- Ir S ; ' FM02 , ^ LL_ 3.1 ' ' i T C.J. ■ ■ I + , 00 50 1 I , I , 0) 1 ' 29' S" , , 1 1 , 3.1 , O HOSE , I ' ' FMOl ' 1 - � in3.1 F2.5 (2) #5 BARS 3.1 (2) #5 BARS- I ' W/IN FA. F.G I W/IN EA. F.C. 1 -- - - ------. --- - --.............. ------- - -' ' ■ ■ ■■ ■ 2' 10" ■ 4" 8' 0" 1' 1O• 18' 0. 1' 10". 7'0" 2' 10" FO U N DAT J-0' 0" 19, S•' 6' 4" SCALE: 1/4" =1'-O" 48'8" ELEVATION II1311 REVIEWED FOP COUN- BOCr FILE COPS: ITOF�k ,.,��CjPg•�NS�E °°i 1 /$I lilt' y- -g ■ co 5'gg F mwr- cw �EaaO0 � DO 010 U J run ¢ .9 ° W WO.FDSENG.COM ❑ ❑ ❑ 2 M Z O IT Z N Q !a' a w N — In Z ry (N y c ) -J l (O p Q w V7 F- t, � U �NF a C'4� rql "46M6HOM6 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O Lb LLJ Y 4 � (n coo 3 �.� ® —l-�/U) 1� 'L'/L^J �:':D G`t7 i J W V !^ Model Name / Number 2000 Plan Issue Date: Monday, March 29, 2021 KA PROJECT NUMBER: 21-3104 Sheet: A Of: FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 2W' CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8" REINF. OPTIONAL CURB FOR F F VARIES GRADEPIP F_ SEE PLAN MASONRY @ ELEV. 0'-0" — - - — * W/ (1) - #5 BAR CONT. z P , N j 2 STORY: 20" X 20,1 • ;i° REINF. N IN3 - #5 CONT. SEE PLAN 4 16' (2) #5 (2) # 5 REBAR REBAR 16 BEARING FM01 SINGLE STORY FfG 1/2"=1'-O" FM021 SECTION @ GARAGE 1/2"=1'-0" REINF. SEE PLAN - #5 REBAR i I FM03 THICKENED EDGE 1/2 1'-0 =r-o �`y%anrrrrbr� (") SLOPE MAY VARY 24" MAXIMUM DEPTH. ,,�%�p 6Y'p1 TOgRe' �O IF GREATER THAN 24" CONTACT FOR OR S E '• `S .� ' REFERENCE FMASW FOR STEM WALL OPTION Q G PROVIDE I3"WIDE FRONT WALL RECESS AT GARAGE OF GARAGE C DOOR. EXTEND 6" BEYOND _ F.O.M. EACH END, TYP. GAR. FIN. FLR. F ALIGN DRIVE W/ BOTTOM OF c gU�T;iS' r P ��• RECESS & PITCH DRIVE cv ' 2 STORY: 20" X 20" t0 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. o JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2 =1'-0" =1'-0" g . tot -co 3 w F SEE PLAN Lu a � a3�"� W y4y�� g6 of 0m O < z o B 4 „ P�-%%W16 pm 3 =r-0" FM12 STEP DOWN NON BRG. 1/2"=1'-0" .6ON1 LL SEE PLAN - �' $ __ WWW.FDsmG.00m ❑ ❑ ❑ OPTIONAL CURB SLOPED GROUT SEE PLAN (� OR MASONRY AT j ----- ---------- TO DRAIN 4"x4"x16" J3" '°°` TYP. SEC. z ELEV. BAR WITH CURB - (1) #5 BAR CONT. � 8" ,I• (G.C. VERIF'� z oF.F REINF. C . (SEE PLAN) 0L 2 #5 CONT � a INSTALL LINING ` •,•.* m 2 #5 BENT BARS W/ a" (�� — � lr���Jt MATERIALS PER H y MIN. 25" LAP SPLICE z m WR P2709.2 Vl MUDDED FLR. 16" W b SLOPED TO DRAIN MIN. (6 0 § #5 CONT. U 0 w FM14 SECTION @ RECESS SHOWER 1/?•=r-o" FM1S TYP. STEP FTG. DETAIL 1/z"=r-o' � r ALTERNATE: REINF THE REINF. BARS SHALL BE GRADE #5 CONT REINF. SEE PLAN yy CONTINUOUS AROUND CORNER SEEFND.FOR PI BY COLD BENDING THE BAR WITH U =Ifl QUANTITY lima .� o MIN. BAR LAP OF 25" <N d #5 X 25" X 25" o = CORNER BAR ONE w E A FOR EA. HORIZ. DAM REBAR, TYP. U.N.O. ar II II (2)#5 REBAR 7117;16" FLORIDA CONTRACTORS LICENSE N0. CRC1330146 A/C CHASE 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE 2 STORY: 20" X 10" GULFBREEZE, FLORIDA 32563 THRU FOOTING W/(3) - #5 CONT. DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/2"=r-0 FM23 TYP. FND PENETRATION 1/2"=1'-0PORT ST. LUCIE STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM �I F.C. SPACING (O.Try NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL O'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"-3'-4" 10" J.D. 20" 24" W/ (3) #5. BARS 674# 5'4" >3'4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4%O" - 5'-4" 16" 16. 48" 48" & #5 cm 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING. ABOVE SLAB LEVEL NOTES• nr SEE CHART ABV. AAA%.. F.C. SPACING (D.C.) " W.W.M. TO BE TIED TO#5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" n <: (1)#5 HORIZ.CONT. TIED TO °qe°`° EA. VERTICAL REINF. B I �� RN GRADE-8" MIN. TO TOP OF STRIP Fro. r n°RIto. s s COMPACTED CLEAN FILL � s ,; * °•' IN MAX 12' LIFTS STRIP FTG. W/ QTY OF "MIN, COVER d REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE a"ra- a"r -iI I „ _ I Job Information: E COU iNjl' CC >_ Ldfoo O Z O L0 0 O LLJ N � M FILE COPS 0 3 1. VERTICAL "REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND + I"" U04 ® _I L j ::D d' o m w (n LO 2 Model Name / Number: VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION, EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT MIN. 4'-0' INTO SLAB/ STEM 2000 -SEE NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE.. "16. 5. #5 HORIZONTAL CORNED R.ARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" .c. O.C. VERTICAL. GROUTED §OLID WHEN STEM WALL IS GREATER THAN 4'-0" h + TALL (TYPICAL ALL CORNERS) 6.,IF STEMWALL IS WITH IN §�:0" OF POOL OR WATER FEATURE FOUNDATIONS ® Plan Issue Date: Monday, March 29, 2021 KA PROJECT NUMBER: 2,,E-31O4 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8.11403.1.4 MINIMUM DEPTgj; EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS -SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE, e WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM. TO Sheet: 1 Of: .SECTIONS R403.1.4.1 THROUGH R403.1.4.2 ■ 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FSCHEDULES& DETAILS NTS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,004 x 3 - 6012 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOU 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. 34,562 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 40% OF "A" = 00 x 24,562) = 9,825 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE =39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS _ 166 EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS I TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PROVIDE DISCONNECT AND GFI/WP OUTLET PER -CODE FOR A/C COMP. INSTALL FAN BOX PREWIR „ II FOR FILL ---—-—- — - — - —- , 1 ' INSTALL FAN BOX PREWIRE ' � 1 I I WP GFI `------ 11 ------ GFI Alk k{, INSTALL FANS BOX PREWIRE , CHIMES U 220 i— - r 20 J GFI W.H. D 220 i w @ 42" r C.C, GFI w VFI / w W I I ATTIC ELOTRIVI,, IF RE,Q'D BY C E i �„ f _ GFI -- - GFI GFI Q 42" FOR GARAGE FOR GARAGE DOOR OPENER DOOR OPENER --------- _ 1 I I I I I I I I , ' GFI I � I 0421 HOSE BIBS , WP I GFl INSTALL FAN BOX PREWIRE INSTALL FAN BOX PREWIRE ��J11 •Ll IV V \ ��INSTALL FAN BOX PREWIRE ELECTRICAL PLAN SCALE: 1/4" = 1'-0' ELEVATION "B" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED, 1..ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16' AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 S. 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. R315A.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 FJTCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OFTHE 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 OFTHE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OFTHE 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. LEGEND __—ELECTRICAL no SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH /� FLUORESCENT LIGHTING (} CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE ' o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET �I,LL W GROUND FAULT INTERRUPT V) DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT czi 220 VOLT OUTLET C?— DOOR BELL ® SPECIAL SERVICES OUTLET DISP o DISPOSAL T.V. CABLE OUTLET L= DISCONNECT SWITCH ' TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX P WATER PROOF O RECESSED LIGHTING THERMOSTAT O BATH FAN Q LOW VOLTAGE LIGHTING {� BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM Y ® L.E.D. DISC LIGHT ,] GARAGED L=® F C,i1USH BUTT OPTIONAL OVERHEAD SERVICE VERIFY IF AL AMPS NEE C SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE - � 200 = 210 COPPER OR 4/0 ALUMN IN 2" CONDUIT m METER .MAIN DISCONNECT 200 AMP AIC 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 4 # B COPPER TO RANG( 'LE CO INTERSYSTEM) #BTO.HVAC. BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 0' DEPTH b) BONDEO 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, A FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: c ea LO Uj O Yn m O m o y "I rl _3LU� 0J ��/�1 a o �// W VN LL VJ VI Model Name / Number. 2000 ® I Plan Issue Date: Monday, March 29, 2021 7 KA PROJECT NUMBER: 21-3104 Sheet: 4 Of ELECTRICAL PLAN VENTILATION CALCULATION b Eo TO! E a )F BLOCK _TDI co tD FINFLR. 48" OFF RIDGE VENT )OW ■El 1A3 SH 25 SH b e0 TOP OF BLOCK FIN. FLR. 48" OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMEfNTITIOUS COATING 101 TOP OFBLOCK 0 ip LITE TEXTURED DECORATIVE CEMENTMOUS COATING T FIN. - LEFT ELEVATION SCALE: 1/4"=1'O" 48" OFF RIDGE VENT 48" OFF RIDGE VENT TOP OF WINDOW , W ED 25 SH *I AA _.. �.6m of vnnFna p nn/ {:(1i:1)Ct nravidna _9 DPS50.111/ 3offitproductprovitles 4.12 net sq in/sf idge vent provides 18.00 net sq in / If Offridge vent provides 138.00 net sq in / sf Overhang distance 2.00 ft S.F. of Area to be vented (SF) 1207 s.f. Total needed for exhaustfor upper 1/3 290 netsginches Total needed for intake (soffit area, lower) IN 290 net sq inches L - Number of Off Ridge Vents for upper 1/3 needed 2 L,L F. of. Ridge Vent needed (can be used in combo with ORV)" 16 - L. tineaf Feet of Sotfit needed to meet required 35 iueai Feet ofSoftrt provided by plan 180 -TOP OF E I RN: FtR. RIGHT ELEVATION SCALE: 1/4"=1'-0" w/ 2'-0". RETURNS FRONT ELEVATION "B" SCALE: 1/4"=1'-O" 4ee`aett-eTFQte ee♦�♦♦♦ em a J> ••• `Vp 04:LLI Lf1 a *': o cv: ♦ ♦a,Fg g ;pN � % 1. c uu'71 Y rl � o r Hm O a Lu rYj� mpf Rsm O � Y s' i- § ��� YffJW.FDSENG.COM ❑ ❑ ❑ O Z 10 J N a —N Z gel a, Q t/) � m low o 00OD "II �00 U) _ 'AimC QdM G011m. _ D S HOMBS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE i Job Information: 0 to LLJ 0 M N O OD qj I-- Y. V 3 m J 0 G7 a ® —! W :D v LID o J M (n U) ® Model Name / Number: 20®0 ® Plan Issue Date: Monday, March 29, 2021 ® KA PROJECT NUMBER: 213104 Sheet: 5 Of: ELEVATIONS - B SEE DET. TB031 G.C. TO PM BLOCKING" W/ APA REI FOR SPAN F 7/16"OSB SEE "HIP/R BLOCKING' 20'-0" MAX 20%0" MAX "X" DETAIL BRACE TBOI SEE CONTINUOUS BOTTOM CHORD mail mill mill ** ALTERNATE SPAN RATED 32/1.6 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS E Q• i 11 EQ BOTTOM CHORD GABLE END BRACING @.- OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" D.C.. MAX FOR FIRST (4) BAYS NOTE: 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. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 R WIND SPEED (ULTIMATE) 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 [4:12]-[12:121 (SO FEET) (-) VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e. 2n 2r 3 3e 3r* HIP -37.02 51.06 -51.06 •51.06 10 GABLE -37.00 -37.00 •58.99 -58.99 58.99 -76.03 1 O ROOF NAILING SCHEDULE/ NAILING ZONES(SHINGLE AND TILEI•N r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2s, 2n, 2D.ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C, ON EDGE AND4".O.0 IN FIELD. ® T ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING - 1� SHINGLE: JR32"EXP. 1 (1Q20) MI ''M38' EXP. 1 (Q20) r NOTE: I, 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 ae' x 0,113") NAILS ® "'kkk r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1"3Z", SHEATHING SHALL BE FASTENED j,a �`� 1�,,2-a ��#� WITH ASTM F1667 RSRS-03 10d (2%".X 0.131') NAILS OR ASTM F1667 RSRS44 (8' x .120' NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2. SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG: RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2SYR BLOCKING [4:12W2:12] @.16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE.. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING ATALL EDGES. AMINIMUM la" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS $HALL NOT PENETRATE SURFACE MORE THAN le°. O NAIL AT BASE 2 ROWS@ 4" O.C. wl 9d COMMON NAIL. O MAIL AT TOP PLATE TWO ROWS @4.O.C. .1 8d COMMON NAIL. © NAIL OPENING PERIMETER w/(2)ROWS 0•P O,C. w/Sd COMMON NAIL DO NAIL INTERIOR AT S' O.C.w/Sd COMMON NAIL. O STAGGER ALL VERTICAL JOINTS 8 NAIL@4"D.C. w/ 8d COMMON NAIL, O PLYWOOD SPLICES 0 HEADER• NAIL SHEATHING TO HEADER wl Be COMMON NAILS m 4- D.C. (2) ROWS ® TOP & SOTT. © (2)ad NAILS Q 3"O.C. TO EACH TRUSS END OR III VERTICAL MEMBER IF GABLE END. EXPOSURE! SHEATHING PROVIDE BLOCKING AS REWIRED PER SECTION X,XIF NOT FULL HEIGHT SHEET FLOOR SYSTEM NOTE:. Sd NAILS FOR WALL SHEATHING MUST BE MIN:191"X DO NOT OVERDRIVE MAIL& FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 31' (2)- 2xTOP PLATE BEYOND ISGT O.SB EXPOSURE % /_ SHEATHING n _ ___ T, - 11 11 11 II. II 1 iI 11 II II 1 SOUDZXBLOCKING 0ALL SHEATHING �U�j F II II EDGES III I I I III 11(ell (SEE SECTION X-X) O N III III C III .Ill III II iIL 1 III II 11 I IZ N D H 1 I II III OPENING III III II 1I L I III I II I II L- - III __- 1 --- 11 11sj III III C III X I II It I �I : EO III_ _-II a -II _- -I 11 E III II II II I II II I 11 I L STUDS BEYOND. w w III-+r----+T- IIII II II I IIII N I III II II SEE PLAN I I IIII I I II IIII II II I 11 IIII I I II 1111 II II II I I O IIII I I II � ul I I I n l 11.1 II II - 1 ' u7 n N u 1 y I. I I II 1111 N 11 II I III III II II LIII 11 tl 11 I 'h4 O T RAAF PLATE 9FVOND SE - GAY BETWEEN OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 'S"=NAIL 37r SPACING 3 a" re' A trr-. � s SINGLE NAiL EDGE SPACING DOUBLE NAIL EDGE SPACING r AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #28PF TURNED VERTICAL W/W18" FLITCH PLATE TO W/ (2) 12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL W/ 14) 9d NAILS 2) 8d NAILS CD 3" O.C. STAGGERED VERTICAL BLOCKING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N-T-S. E6NNFdiOP5fN4011L6iGN AMM51NM6 Nq,0.r09EF MIx91D .4RAwNGP01Ni YPILL5 ALNal coNNN'IpNp IONXECIbP WAIfi N•91FxFA5 N016 ypuEr nh 16ry MnxG P➢15 M69,;¢ L17{ SYy iQ{•`. LIP _119d par less.. HEfN67P6P.ifllg3MEG 16101.. (9)1 ,11/2' Q E v, my mss w ur TW 9 EIP iy lill ,I a 4;+A 159 korl¢ss H10A/PFPMU65MW 1O1O1 191NtliO99Uh 9 .1Mi 111 T1.1 19 1W 1/2" O6,Q01iWi„ L7R 6 I a ETN6/HQN6 161Dk/a,o 191 Loa 11` WNTNN6 o,,_ 161...911OC UFTNL EOl/36 •:4 ISO!IOE,11/1" M6 { .n V/ft I 11110//1 ss (2 HAP16/III HETN6 I36$F/i 64d uo11m n ', 43s4Y0 IK}• MGt/x)iC-IP 3963e/9GSOd. 1221 a lLa 12 A-" mx 1/a y=I /duw Fk4 N /"mA 1.1ON/ 01 1 /z Ux rP•Mlb-F`/ (IIwaA/1}1N1 - rzOeOk/lae0a I0a 1/1 101 xh 1961n 6 lla 'm 9N t FFM1TA�'9 FG%' T,.FMTURERM i 'yig1P9F 1N,p1 S1FE15 1/S1/11 OFIPINGLOV+n NSM F EOiOi U55 MuiUFxiUPEx9Tx4�{)w4YlndL' to carv,acraPse➢£5lmpsory PxoOUcis" ROOF (CRITERIA -7.6" OVERHAN @ EAVES U.N.O. -12" OVERHAN @ GABLES U.N.O -SQUARE CUT ASCIA: -ROOF PITCH P R ELEVATION -SHINGLE LO ING I'I TRUSS LAYOUT I' " SCALE: 1/4"=V-0" SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR& FASTENERS sw SYP CONNECTOR&FASTENERS sw SYP OFRAMETO A METAI6 W(9)10d x 11/2"OR 1810 HTAIOW(10)10dxl V2"OR 1385 1970 MASONRY HETA20 wl(9)IOd x 11/r HTA20 w/(10)10d x 11Yt OFRAME TO H2.6Aw1M0)Bd NAILS 535 5% M7AW(10)8d NAILS S75 585 FRAME TO Hl OAw/(18)lWxl 1Y1" 1015 INK) RTIBAW(MlWxl 12" 395 1020 ©FRAME FRAME H10A-2wry18)l0d.x11PXAT2PLYTRUSSES 930 161t0 RT16-2w/(1S)10dxl 1CA72PLYTRUSSES 935 1060 D O FRAME TO MrS12wl(14)10dxl 17(ATEXTEMORSee 89U MTW12w414)tDdx1. 1/2"(AT EXTERIOR 1006 HISS FRAME LOCATIOHINCLUOE(3)l2d TOENAILS) LOCATION INCLUDE( 12d TOENAILS) EOFRAMETO70d NAILS D&'8'A.T.R.w/12" MGMwI AN �� �� GEMBw28 10d NAILS AND 5l$ AT.Rw/ 3390 4485 MASONRY MASONRY EMBEDMENT W SIMPSON "SET' EPDXY 12' EMBEDMENT W 51MPSON'SET EPDXY 12 1 F FRAME TO HTS20 wA24)10d x 111T(ATEXTERIOR 1125 1310 HTW20 wl(24)10d x 1101AT EXTERIOR 1285 ism FRAME LOCATION INCLUDE 3 12tl TOENAILS I) U 91 TOENAILS LOCATION INCLUDE 2d ( ) FRAME TO (2) HTS20 WI(48)10d X 110 IAT EXTERIOR 2280 2820 (2)HTW20W/(4S)I0dx11/2-(AT EXTERIOR 2570 3080 FRAME LOCATION INCLUDE(8)12d TOENAILS LOCATION INCLUDE(0)12d TOENNLS(EA) HGT-2'(16)10d NAILS AND (2) W A.T.R. HUGT2W(16)10d NAILS AMID (2) Wr A.T.R. © FRAME TO w/12' EMBEDMENT W SIMPSON"SET• 10696 w112' EMBEDMENT wl SIMPSON"SET' 70" 9790 MASONRY EPDXY (HGTJ FOR 3-MY) EPDXY (HOOTS FOR 3-PLY) H O FRAMETO FGTR w/(13)1/4' x T SUS WOOD SCREWS 3400 4725 RPUS w/(12) W83 WOOD SCREWS AND 7100 MASONRY AND (2)tY1"x5'TITENwANCHOR BOLTS (a)3/4"xe'WEOGE-BOLT '&(7)12 w/(18)16d SINKERS J1 FRAME TO " I7G(I 2030 MASONRY (SEE N E #0 BETITENLOW) SEE NOTE118 BELOW J2. FRAMETO. MASONRYI MLGT2w/(32)18d SIWERS B(14) IW x21/4" TITEN(2 PLY TRUSS) nOW 40" (2) LUGT2 W(32116d SINKERS& 00) 1/4"x3"WEDGE-eOLT (2 PLY TRUSS) $1pp-M 3100-M 3770-F 380E 4620-F FRAME OR 126)16d SINKERS FOR FRAME (EA) OR (32) led SINKERS FOR FRAME (EA) ® FRAME TO (2)LGT3 w/(24)1M"x3-SDS SCREWS &(8)&8" x r TITEN(2 PLY TRUSS) 4730-M 8670-M (2)LUGT3 w/l24)114"x2 VT W825. SCREWS 0.(4) 318' x 6'WB(2 PLY TRUSS) 5190&I 7050M MASONRY 5010-F 8980E 8430.F 7710LF FRAME OR 152) led SINKERS FOR FRAME (EA) OR 156) 18d SINKERS FOR FRAME (FA) BEAM TO HU410 OPT HUC410 w/(18) led &(10)10d GH2680 HD410 OPT HD4101F w/(20) led 8(10) 10d GMIX O SEAM NAILS U01R5 NAILS U&195K BEAM TO HU410 OPT HU0/10 W(18) TREN 04500 HD410OPTHD4101F w/(20)1/4'x3' G9335E OL MASONRY 1/4"x23W&(10)10d NAILS U#1800 1 WEDGE -DOLT &(10)10d NAILS LAW 70 HL40OPTHUC48w/(6)tDd NAILS& 0#1540 (w3am HD40OPTHU46w/(0)l0d NAILS& G#1625 G02011 ©BEAM MASONRY/ (12)IWx2314'TITEN(TOMASJ UN980 U#1135 (12)1/4'x 23M"TAPCONS(TO MASJ UM1030 UY&50 FRAME OR 112) led & (8)1 Od (FOR FRAME) SYP-F SYP-M OR (12) led & (0)10d (FOR FRAME) SYP-F SYP-M (2) HISTA16OFT (2) HETA20 1920 1920 (2) HTAI6 OPT (2) HTA20 7870 ®FRAMETO MASONRY 1-PLY w1.(10) led x 1112' OR M65 2365 1-PLY vW(10) 1Dd x 1112"OR III 2-PLY W (12)10 2-PLY wl (12) led HTSM16 W (8)10d NAILS A14D(4) 1WW 1/r 055 1110 HTWM1e wl(8)10d NAILS AND (4) 1/4'xl W4' 1145 1225 FRAME TO T GESOLT O MASONRY OR Hr5M20 W/(10)10d NAILS AND(4)1/47Q 1/4" 955 1110 OR WWM20 w/(I O)1 Gd NAILS AM (4) 1/4"xl 314" 'TAPCONS WEDGE -BOLT 1145 1225 ©FRAMETO M108 wl(8)8d XI It? NAILS AND (2) 318"x4" 780 910 MASONRY TITAN HO WOOD DTWSAND)) YYWS/5W00D DTB-iZAND O.. FRAMETO SCREWS AND SA.E 11279/T.R. 7836 2146 SCREWMPSON)VL(SEENTEOXIEDW ill1 W9 7610 1835 MASONRY NOTEOXIEOwI SIMPSON (SEE NOTE #II 31MP90N "SET' 19EE NOTE #4) HTTSWI26)16do21/2'NAILSAND(1)5WO HTT45 w1(26) 16d /Q IZIRAILS AND (1) ® FRAMETO A.T.R. EPDXIED wI SIMPSON'SET 4375 3090 We A.T.R. EPDXIED w/SIMPSON "SET - SON MASONRY (SEE NOTE #4 BELOW) (SEE NOTE 44 BELOW) HTT4 w/(18) ledX2 UT NAILS AND (1) 5'e' 0 HTT45 w/(18) led x2 VCNA)LS AND (1) O FRAME TO MASONRY AT.R. EPDXIEDWSIMPSON"SET" 3640 4236 We A.T.R. EPDXIED W SIMPSON "SET" - 4100 (SEE NOTE #4 BETAW) (SEE NOTE 94 BELOW) OFRAME TO Hi06 W (24)10d A 12" NAILS 785 910 LUGTI w/ (23) 8d Xl IR' NAILS 975 1045 FRAME OFRAME TO HM9KTw/(4)114W 12'SDSWOOD 760 760 R716Mw/(9)10dxl1/ NAILSA 1395 1395 MASONRY SCREW$ & (5)l/4'x2 IW TAPCONS (4)1/4' x 13M' TAPCONS VGT W(18)1/4"XT SOS WOOD SCREWS& OFRAMETO MASONRY (1) SB'O AT.R. EPDXI ED W SIMPSON-SET" 3555 4940 W 12" MIN. EMMMENT (2)VGT w/(32)1/4"XJ" SDS WOOD SCREWS OFRAMETO MASONRY &(2) 5190 A.TIR. EPDXIED wl SIMPSON 5170 7185 "SET' W lT MIN. EMBEDMENT fPA VGT w/ (10) l/4'XX SDS WOOD SCREWS & MUGTi5 M(22)10d NAIL98HR45 wl (18) O FRAME ME HDU4-SDS2.5 w/ 110) 04'02112" SDS WOOD 3285 4585 100NAILS&(1)WrZA.T.R. 4160 SCREWS&(7)513'O A.T.R. OFRAME TO (2) HTTS w/ (52)16dW 12" NAILS a 4375 6090 (I H1T45 W (52)16dS2112' NAILS - 5005 FRAME (1)SM^e AT.R. (SEE NOTE&4) 'I 8(I SWIAT.R(SEE NOTE 04) OFNFRGI fa1NNFMOR NDTFR I s CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/BEAMS w/(2) 12d TOENAILS.. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN, 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP 412",W TO TRUSS VERTICAL WEB W(2) ROWS OF 10d NAILS 3" O.C. STAGGERED. 5, Ir MIN.A.T.R EMBEDMENT Q K24U SOND M BEAU.N.O. SOSCAB TRUSS CHORD w/4'A"2x SYP 42(MATCH CHORD LUMBER SEE) w/12)ROWS 10d@4" FROM END& 4' O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. 0 MINIMAL CONNECTOR ONO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALLSI LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24'OR 32"O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FBI263,1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(COMER JACK) TO MASONRY WALLSACF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS Fit BOARD TO TOP OF MASONRY AT 32' 0.0 MAX W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES HOT CONFUCT.1TJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS W (2)12d TONAILS O MINIMALCONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR ONO ON FRAMING PLAN WALLSANDORBEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOUD WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS 9 NOTE TO FRAMER - - - IF ROOFTRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS. PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHTTO 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 C.M.U. OR ICF WALL SEE TYR WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECURE! -CHANNEL @ 12" O.C. 0 FILE COPY METAL DRIP EDGE + 2 x SUB -FASCIA o ALUM FASCIA n G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES �y SPECIFIED FOR COMPONENTS AND CLADDIN9 WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL Y * 4 W @1J F Go ._FL EC m 10 m ro g�C1133 D d, LL LL LL B�Hr. se W 0. IL �gpp99� SminnSS a 22CCyy 3 F+wr�m,111 WwmOfO �g 2� Ft d Qa H�°.. S WWW'.FDSENG.COM ❑ ❑ ❑ z Z p�p ° O Z N J o- 14' - I�f) z C4 N m wdo- tC5 O w f U -(+E w s0 E am C tfml Q (V C 0 A DAMS HO t S xa NI � H FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: Aft z �L0 0) W 0 N m M O Gj Z m o a 0 J W Z) a o n LL J m U) to ♦ Model Name / Number. 2000 ♦ Plan Issue Date: Monday, March 29, 2021 ♦ KA PROJECT NUMBER: 21-3104 Sheet: If: TRUSS LAYOUT 16 TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CON. SIMPSON SP4 W/(B) - 10tl X 11/2 BPS OR SP8 FOR 2x6 AND 2x8 WALLS L P DOUBLE 2X TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/S000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL j, EXTERIOR FRAME WALL 8" C.M.U. )' 2'x #2 SYP/SPF P.T. W/ (3)1/2" X S" "J" BOLTS OR (3)1/2" XB" EXPANSION ANCHORS OR (6) S" X 1/4' TAPOONS DR I' (8) 2 7/8" HILT[ TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FR MEl(v /t RG/SHEAR) nKI ei L T N.TS 20" MIN. LAP k5 REINF. BAR q #30R#4REINFORCING BAR #B & #4 1 AP SPHCF 2525" MIN. LAP t#5 REINFORCING BAR #5 STD. 90° HOOK #5 LAP BPI ICE SCALE:1"-1'-0" 36" MIN LAP a" #6 REINFORCING BAR a GRADE 40 U.N.O. #B ACI° rF MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2%" 12" O.C. 1 2 x 6 1/4" X 2°A" 12" O.C. 2 2 x 8 1/4" X 23A" 12" O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. -PRECAST _ _ _ - _ _ _ rUNTEL (2) 2X P.T. BUCKS W/ r 1/2" O:S.B:. r BETWEEN FASTEN PT NAILER T0. MASONRY i r IF DOUBLE 2%NAILER IS USED, USE 1/4"X 4 1/2" TAPDONS. SEE OTHER NOTE FOR SPACING REQUIRED ' MS11 2x BUCK DETAIL N.Ts RM851 12" LINTEL DETAIL LINTEL BEAM: J. COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT; MIN. 25" LAP(ACI 530) CONO. SLAB SEE FOUNDATION PLAN FOR MORE INFO— - TRM & GROUT SOLID BAR CONT. NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL FILL BILK CELLS WITH 3000 RS.I. GROUT ONE#5 ® LOCATIONS SHOWN ON THE FOUNDATION PUN AND FLOOR PLAN. MIN. LAP 25'. (ACI 5301 TOPOFSLAB MS02 TYPICAL SHEAR WALL SECTION 7EE1 3/4" = 1'-0' b � C U O 0 0 LINTEL PLAN SCALE:1/4"=1'-0" ELEVATION "Bill GENERAL NOTES 1. AREAS OF BLOCK'ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O, 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. a LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32- HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32' HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F= RILED WITH GROUT /U=UNRLLW REAR ATTDP MIN. II)R 'D R=RECESSED QTY. OF #5 1-L 2" CL R BWTOM �REBNIY OF LINTEL CAVITY TOP KNCK OUT BLLOCK r Ul 666 COURSE I -1B/1T k5 1 �ONINAL GROUT H WIDTH QUANTITY OF #5 R®pR AT JI gg ftEBPA AT TOP BOTIOM OF LINTEL CAVITY NOMINAL HEIGHT o ON REINFORCING 75 ,ACTUAL PROVIOEO IN LINTEL (YMIL$) TYPE DFCIRNATION 8'NOMINgL WIDTH RFNFRAI CONCRETE IMFI. M4TFRIAIS �NPRAIL INSTAL ATION NOTFA 1, f'c Precast linmis=36W PSI. <, Prouiee ful mortar head and hed)ams. 2. To presvessetl Iimels =6000 pal. 2. Shore all" inhere as required. 3. gmuhH per ASfM 0476 fg=3WO psi w/ 3. norallNlon of llrRel muat comply with the emhl'tecWrel and/Pr struciwel drawings. 4. maximum 3/8' *g8'eBeA and B" to 11' slunl 4. U-Unnels am mewfactgred wllh 5,1/2" long nettles at Me erMs to eommmotlete 5. Conere-e masonryu PS(CMUj per ASTM CPO w/ vertical cell mimorang and gmunig. munar=net sine cdmpmaslVe strength=2000 psi. S. All lintels meek or axceed.L/36) wrticel deflection, except lintels 17'4"end B. Rabe Per T. A81R S. S SO. longer with a nomil heWt of S" meat ce eaoeed L/180. Prestressing Sorel Per MTM A416 grade B. Bottom?Wd added rear to be I ... ted st the bottom of LIPS Lintel.0l 7. 27o iaw mMxMion. 7. 7132" diameter adm suhmpe ere wide m the bottom steel for mechsnkal anchorage. 7/32 wire per ASTM AS10. S. Cast in place concrete may oe provided in composite linte.. In ibu of concrete e. Mannar pas ASTM 0270 type M a S, maaonry unfs. 9. 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GROUr SHALL BE FLUSH ® Job Information: AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE STD. 90 HOOK ANCHORS (TYP.) star• •. ��r^^r...a a IL`. Copy .�r 4>_r. -sa .,. �. Nce 1 STD. 90 DEGREE Q REBAR ON BOTH SIDES ANGLE 3000 PS.I OF OPENING U.N.O. 1E�reea J CONC. W/1 #5 DI TYP. BOND BEAM Z N xi REBAR 8' x 8" x 16" K.O. LINTEL BLOCK ` >_ to a) PROVIDE mweit-OUT BLOCK FOR FIRST W/3000 P.S.I.LIJ ` <Y COMPLETE CMU COURSE CONC. W/i #5 DIA. ` N Tn t� • BROW SILL&FILL SOLD REBAR O N O :. W/ (1) BAR FOR ALL /j U WINDOW OPENINGS S'•e" J N AND B" x 8" x 16' .INDICATES FILLED CELL FROM FTG. TO Z M O a CMU U.N.O. BEAM WITH 1 #5 BAR MIN. a ® W N O BEE FOUNDATION SEE UNDATION PLAN ° PLAN F0, GCATIONS MS01 I BLOCK WALL REINFORCEMENT M V l V 0 L(7 Li - Model Name / Number: 2000 TYP. DOWEL25" ® PlanlssueDate:l MIN. LAP(ACI 530) Monday, March 29, 2021 ® KA PROJECT NUMBER: 21-3104 Sheet: S A Of: LINTEL PLAN I' o 2x6 #2 SYP P.T. W/ (2) WXY WEDGE ANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5)1 /2" DIA. x 8" 1 /2" X 8" A.B. W/2" o Mill BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. b L SECTIONAL @ OVERHEAD DOOR CONT. P.T. #2 7 IN.``�p 170 R I' '��� WOOD SYP 2" X G" �( .`� TRIM ° QP� N o E S% co 2"x5' P.T. WOOD JAMBZz 4 c P(E OLQF DOOR AND CONNECTION PER :' o •` Cr, GARAGE DOOR MANUFACTL FIER GARAGE SLAB 'eF L. O TYP: GARAGE DOOR "� a`J SS I O TRACK MOUNTING DETAIL /11U118161 � MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. s S Q I# to ao g"w to0000 8„ GGG W CL d BLOWN -IN R-30 INSULATION PER FBC - 9 2 a' a ' AND ENERGY FORM SUBMITTED WITH RID] 0 s g ,� o 0 PERMIT APPLICATION PROVIDE BAFFLES W r o ffi ¢ � _ o BLOWN -IN R•30INSULATION PER AT EAVES (FOR VENTED ATTICS) S' BI �+ m it o '' FBC AND ENERGY FORM SUBMITTED 12 FIBERGLASS SHINGLES OR s $ P ? TILE< a 12 WITH PERMIT APPLICATION SEE PLAN OVER APPROVED U DERLAYMENT 8 ,® a s. v PROVIDE BAFFLES AT EAVES g A s In SEES PLAN FOR VENTED ATTICS PER FBCR 905.1.1 OVER APA ( ) D -SCHEDULE- FIBERGLASSYwM'.WSEN6.COM ❑ ❑ ❑ PREENGINE RED W00 ROOF SHEATHING SEE a SHINGLES OR TRUSSES 4" O.0 [RSH] - ON FRAMING SHT. FOR TILE ROOF (PER ELEVATION) i SHTG @ FASTENERS. o 0 OVER APPOVED UNDERLAYMENT Z o PER FBCR 005.1.1 OVER APA E, . ' ROOF SHEATHING - SEE SCHEDULE ; ' TRUSS ANCHOR (SEE PLAN) Z cv PRE-ENG. WOOD v'� �`l�J�'�`J�.-�`J"�'�.�`' [RSH] - ON FRAMING SHT. FOR - _ _ _ _ SEE PLAN FOR TRUSSES @.24" O.0 BRG. HT. :�. SHTG & FASTENERS. .... a 1/2" YWALL I TRUSS ANCHOR (SEE PLAN) FELT APER OR • ,' tTAL DRIP EDGE w TO BE INSTALLED ON OUTSIDE 3/4' p'' TRUSS PLATE M "J 2X SUBFASL[A M 4 FACE . NAILER • .�. SOFFIT. SEE ARCH. i 1R" YWALL PLANS � 0. � -METAL DRIP EDGE CURT NNAILER f V w I x 4 P.T. @ WINDOWS S LINTEL B K O. 1/Z" DRYWALL � LINTEL BLOC( CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. n O,H, W/ (1). #5 DIA. REBAR & � / r TO TOP PLATE WITH a " SEE ELEV. 3000 PSI CONCRETE ..iO �) cM u ~ �m 16d TOENAILS _ SOFFIT. SEE ARCH. PRECAST "U" LINTEL N �. F PLANS SEE SCHEDULE u o ^ 1 2" DRYWALL N o05 SEE PLAN FOR HEADER SIZE OPTION. 15/32" OSB EXPOSURE i ON i MAXIMUM OF (3) - 2X PLATES MAYBE O.H. EXT. WAIL W/ ALL EDGES BLOCKED, r ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEETBI3 FOR NAIL ATTACHMENT. DAM$ HOMES 13/4" A PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. NOTE: 44" MAX. SILL HGT. ON d FILL CELL -(1) #5 DIA. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. ALL BEDROOM WINDOWS. „ REBAR WJ 3000 PSI CONC. ALL LOCATIONS 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN u SOWN N FOUNDATION GULFBREEZE, FLORIDA 32563 (G.CTOVERIFYW/FLOOR PLAN u REVIEWEDC LOCATION OF VERIFY W/ FLNINGS OOR r CODE OMPLI y DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL Y �'" �,d"•sgy M PORT ST. LUGIE STUDS ARE REQUIRED). F3 L '; NOTE; 44" MAX. SILL MGT. ON r �. ♦ Job Information: ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL WI SCREEN H CEMENTITtOUS DECORATIVE PER SPECS N PRECAST CONC SILL FINISH 710" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4. I N INSULATION AT CMU BLOCK WALL. u 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM 1 MORE INFORMATION). SEE TB13 SUBMITTED WRH PERMIT �J EXTERIOR FINISH - 1/2" DRYWALL (SEE ELEVATIONS) z �ll r1 ON SHEET 6 APPLICATION FOR NAILING INFOiMATION FOR FTC. DOWEL #5 DIA. REBAR r 0) R-13 INSULATION AT EXTERIOR WALLSHEATHING. 1 x 2 P.T FURRING FILE LU N •• a WOOD FRAME WALL PER FBC 1 x 4 P.T. D IN CONCRETE - ABOVE Copy P.T. 2X #2 SYP. BASE PLATE EXTEND L L ATI ABOVE \ m AND ENERGY FORM SUBMITTED wJ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN / WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN O '��' a: 0 MIN. 6" FROM END - SEE WSU7 WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR ~^ O d SEE FOUNDATION PLAN SLAB INFORMATION ® _j L'J^J � o FOR SLAB INFORMATION - — - - _ TOP OF SLAB _ _ :. _. _ TOP OF SLAB m V / CI 1 •.— x .x,-.— x * `�, i.-.a ,x -.—.- x .ri.� �'--� A• In LL O0 GRADE GRADE ♦ Model Name /Number; 2000 CLEAN 3 ; SEE PLIssue Date: COMPACTED O ,RE -BAR QUANTITIES ,,. FILL , s ♦ Plan Monday, March 29, 2021 SEE FOUNDATION PLAN `SEE PLAN/ SEE FOUNDATION ♦ KA PROJECT NUMBER: 16 FOR FTG REQUIREMENTS PLAN 21-3104 Sheet: OP. m WS02 TYPICAL WALL SECTION EXTERIOR FRAME 37/ =r-0° WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1^-D" TYPICAL FRAMING DETAILS I SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE I I � 2 X 4 #2 SPF KNEEWALL WITH ' R-13 INSULATION AT EXTERIOR STUDS @ 16" 0-C. W/ WOOD FRAME WALL PER FBC STRUCTURAL SHEATHING ON ' AND ENERGY FORM SUBMITTED - BOTH SIDE FROM TOP OF WALL WITH PERMIT APPLICATION TO BOTTOM OF BEAM, ATTACHED (WHEN EXTERIOR WALL IS PER NAILING SCHEDULE. EXPOSED TO INTERIOR SPACE) SEE PLAN FOR BEAM SIZE i BUILDER FRAME RADIUS AS REQUIRED - U u 2x BUILD -OUT BEYOND `.,��V" . S E •., S er _LN�__` Q ,GIN A ti w `186 WF38 KNEEWALL @ ENTRY FRONT WALL N.T.S. PROVIDE 2x4 ON TO mmmdm'SQ •.F P t " OF 2x8 TO BLOCK OUT 2 ROWS 12d @ �fyN ES•0®, TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 ,1list, (2) 12d NAILS O.C. TOP PLATE m (SOLID BLOCK w/ 2x6) a 2x4 STUD MXA! PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE.W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT ­RE'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF� STUDS) 12d NAILS @ 3" O.C. 2 gF 1- TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d Q £' a s °' LL LL PENETRATION THRU TOP SPLICE -F P E o_ a TOP PLATE w/ MORE E m LL§ ' y THAN 50%OF TOP ROWS 12d ���F ODm.-= o_ 3 PLATE WIDTH INSTALL @ 3" O.C. 3'6 z w < o SIMPSON PSPN516Z gaj�q o W/ (12) 16d NAILS TYP. �' w - z a g m m TOP & BOTT. MAN o'•'a6@ OTTOM SPLICE o NOTE: @ALL EXT. CONDITIONS ATTACH Zx STUDS 2. ma 5 0 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD r BI m SIDE TYP. TOE NAIILS MAYBE SUBSTITUTED W/ � WWa,FDSENs COM ❑ ❑ ❑ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS C9 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED Z NOTE: Z cw O PLATE LENGTHS MUST BE AT o a - LEAST 8' 0" LONG. TYPICAL a in WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-W { / I Z N V I m 2x8 SYP #2 y TOP & BOTTOM 1c� n M m ATTACHED W/ �0 (1) ROW 16d 2x6 SYP. #2 R W NAILS @ 16 O.C. RIPPED U o m 1Sk" k 'A BOX HEADER DETAIL ' c �� o am * CRIPPLES MAY/MAY NOT BE PRESENT. a N o n IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION 12 A DAMS HOMES (1) JACK USED AT EA. SIDE Q EACH SIDE OF 2X BLK'G. TO O.S.B. (J OPENING G.C. TO W8d W/ 2 INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) 13) 2 x 4 LAMINATIONS W/ (2) 13) 2 x 6 LAMINATIONS W/ (2) 5/8" X 8" EQUALY SPACED ROW OF STAGGERED 10tl COMMON WIRE NAILS ROWS OF STAGGERED 16tl COMMON WIRE NAILS EACH OUTSIDE FACE) ROWS OF STAGGERED 16tl COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) PER SIDE INTO CMU AT VIEW (D = 0.148", L= 3") OR EQUAL (ONE INTO (D-0162" In3-1/2")OR EQUAL (D=0.162".L=3.1/2')OR EQUAL JACK TO HEADER, NO BASE EDGE HEADER ANCHOR SEE ELEV. A ' d �" NAILED TO TOP PLATES, HEADER & JACK (TYP) PRE ENGINEERED WOOD TRUSSES @ 24" 0/C FLORIDA CONTRACTORS LICENSE N0. CRC1330146 HEADER SIZE NO. & SIZE OF UPLIFT CONNECTOR (SEE SCHEDULE) 3000 GULFBREEZE PARKWAY &GRADE RAFTER TIES GULFBREEZE, FLORIDA 32563 EACH END DOUBLE 2"x4" TOP PLATE SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE NOTES: I CONNECTOR REQUIRED 2"x4" STUDS @ 16" O/C PORT ST. LUCI E 11 ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" JAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) (3) 16d SEE PLAN1 V Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4• OF 4) REFER TO NDS SECTION 16 3 FOR P4 AT ZX CRIPPLES @ 16" O.C. SEE SCHEDULE CRICKET AS REQUIRED THE THICKNESS OFTHE LAST LAMINATION. ADDITIOWLL INFO. COMMON FOR WLL 24" O.C. NAILS TYP W/ AND BOTTOM - 2-ROWS lZd NAILS WF37 I TYPICAL COLUMNS DETAILS N.T.S. STAGGERED @ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG CMU- _ FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" I �I0P00% "`\'_HEADER PER LOCATION `�//10,0 % hr i� �� OR TO SIDE & TOP NAILER 11 Ih� .. • EACH • ! 2x4 SPF CONTINUOUS ! © • • . ••• :d NAILS. SEE DETAIL ABOVE SEE ELEVATIONFOR ROUND/ SQUARE• BOX HEADER C EACH END HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS I KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) 1 (3) (2) (2) W-0" - 16' 3 4 3 4 * WHEN STUD LENGTH 12" 0/C EACH FACE OR 3-ROWS LS LESS THAN 12" USE 12d NAILS STAGGERED SIMPSON SP2 @ EA. STUD LSTA30 STRAPS AT EACH STUD WRAPPED OVER @ 12" O/C FOR 2 x 10 OR GREATER HEADER APA RATED STRUCTURAL SHEATHING E C O MIN FASTENED TO TRUSSES W/ Py TOP PLATE & NAILED 8d COMMMM ON WIRE NAILS @ 4" O.C. TO HEADER EACH SIDE BOUNDARIES 6" 0/C EDGES & 8" FILL ALL HOLES IN DOUBLE 2 x #2 O.C. FIELD Z L0 STRAP S.Y.P.HEADER W/ R-19 INSULATION AT EXTERIOR O ., 01 1/2" FLITCH PLATE WOOD FRAME WALL PER FBC w E M >_ U) SOd NAILS@ HEADER. (U.N.O.) AND ENERGY FORM SUBMITTED N a+ 8" O/C TYP. WITH PERMIT APPLICATION 3 q� FILLING AND BLOCKING AS (WHEN EXTERIOR WALL IS �0 DOUBLE 2 x 4 REQUIRED FASTENED TO EXPOSED TO INTERIOR SPACE) ~ U m N 0_ CRIPPLE STUD HEADER W/(2) ROWS SIMPSON SP1 @ EA. STUD O w�o TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS �/� ``^^ LO U- o co NOTED OTHERWISE 2"x P.T. PLATE MAIN SPAN ROOF TRUSS J V J V/ VI Model Name / Number: 1/2" X 8" "1" BOLT 2 x 4 STUDS TYP. @ 24" O/C MAX UPLIFT CONNECTOR 2000 SIMPSON HTT4 W/ (18) 8" x 8" x 16" K.O. (SEE SCHEDULE) Plan Issue Date: CMU 16d NAILS & A 5/8" BLOCK W/ 1 #5 CONT. EXPANSION ANCHOR Monday, March 29, 2021 W/ 6" EMBEDMENT U.N.O. OpP NINE OR81/2"AT GARAGE CMU WALL STEP DOWN V KA PROJECT NUMBER: * * rNOTDREDQUERED@ BEawNG P.T. BOT. PLATE 21-3104 NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. -- WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN'G Sheet: Of: WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" _ MS18 RETROFIT WALL OVERHANG DETAIL N'T's' WF39 TRANSOM DETAIL AT ENTRY 1/2" TYPICAL WALL DETAILS =1'-0" WF09 WALL HEADER DETAIL N.Ts. *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN , ' OR EQUAL TO 450 - I - MINIMUM 2"x4" - ' CROSS BRACING (SEE PLAN FOR .010 ' LOCATION) ° BLOCKING i i (3) 12d ' i PER JOINT CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP W/ (3) 12d C) EACH TRUSS WEB TO T11301 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. 0 F ` A OVIDE 2X4 MIN. BLOCKING AT \� '•y J •i, 8� NTER LINE OF HIP/RIDGE, TYP. TWEEN TRUSSES W/ (2) 12DNo EACH END TO TRUSS TOP rI ILS ORD O RUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING ljSI2 4laig'`� tNA WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP PACEG.T.HEATHINGADD ___TRUCTURAL 2X4 ALONGSRIPPED 2X4 SYP #2 0 TOP CHORD WHENAIL TO TOP CHORD TO PREVENT SHE--- - OF HIPPED TRUSS W/ SPAN FROM EXCEHIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EG.T SIDE OR BOTH IF (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING LO E gQg m SEE PLAN 00 F 11­ 6 i Q 2g xt sE at OR Gj 2X4 BLOCKING =-ATa LB nbm w 0- BETWEEN TRUSSES HIP TRUSS Wm c a ag�E$ N a SECT- A -A w OmmrnS Ir o -fig 1034 ¢p°� a TB03 HIP /RIDGE BLOCKING DETAIL N'T's TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. w aae W22•+� s_> P ZLL� —0 ¢ a k LL $8i° 0 0" el J N mo FE w � WYWJ.NSENG.COM ❑ ❑ ❑ !2 Awft TRUSS NOTES: a 5 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2014 d 71 (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 — z N f IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED N M - TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY — w _ CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. rn w 2 411— SPECIFIED BY THE TRUSS MANUFACTURER ALL O m 2. ALL BRACING (OB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING A LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 342d NAILS AT EACH TRUSS INTERSECTION. Q w 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT OfmT� ATTACHED DIRECTLY TO THE BOTTOM CHORD THE : B. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS V N E r - SHEATHING�_ w sOO ram. oD ti � 0 3 TO 4 TRUSS ;4 AS SHOWN ATE TRUSS SPACES LT OtRECTION Q N O'oI \'W ti, � DAMS HOMES VERTICAL SCAB 2X8 #2 SPF 48" O.C. SEE NAILS W/ HC1.2d Top &BOTTOM OR HS .ENTRUSS OR HCLR/LL IN PLACE OF (4) 30D Tiro TRUSS qFr4�12)-l }r _ FLORIDA CONTRACTORS LICENSE NO- CRCJ.330146 REQUIRED @ RAFTERS GREATER THAN 8'-0" Fy 3000 GULFBREEZE PARKWAY COMPLIANCE GULFBREEZE, FLORIDA 32563 SEE PLAN oueLE roP DouBLEOD' PLATE TOP PLATE g T° p DIVISION LOCATION: PRE-ENG.TRUSS SECTION B-B L A.B P COUNTY pEC�UT� 2n STUD WALL SEE PLAN N SOCC PORT ST. LUCIE CONY. FRAMED RIDGE . Job Information: MAY BE NAILED W/ MIN, VERTICAL SCAB 2X6 42 (4)12d WHEN F LANDS SPF 48" O.C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS 2x8 BLHING. NAILED @ EACH TOP & BOTTOM OR HE OR SIDE W/ (3) 12d NAILS4'IENHCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTSREQUIRED @RAFTERS GREATER B THAN S'-O" COLLAR TIE EVERY SH EATHIRAFTER O 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) 7 L' 0 EACH END, GONT. EACH BAY TB2X4 ` C LO O B SPF W/ (2) #7X3-1/2' DB WOOD SCREW EACH TRUSS FILE ■ OPY W 0) ALTERNATING OR HE @ 48" O.C. V }� � (q M BLOCKING PREENG. TRUSS > IT p (0tb N CONT. ROOF SHEATHI NG AT TRUSS T STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AR 3 O a r SEE PLAN FOR CONNECTION NO C j ur^j 2 _/� B 2X4 P.T. BLOCKING BETWEEN DIAGONAL @ WOOD 2x8 #2 SYP RIDGE BEAM '� J W v) LO ` V) TRUSSES W/ (2)-12d NAILS EACH END AT 8 -0° TRUSS MA% ji'iE 2x8 RAFTERS @ 2'. . Model Name/ Number: N. w/ (3) 12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN 2000 (SEE PLANS FOR TYPE) 4 Fr @ 2'-0" O.C. MAX W / (3) 10D CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. STEEL WOOD Plan Issue Date: T & 8 CHORDD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Monday, March 29, 2021 KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING 21-3104 Sheet: S 4 Of: TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. ROOF FRAMING AND BRACING DETAILS 0 Q THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma•Tru rough opening dimensions. Use only a maximum of 1/4' thick shims. Predrill the jambs and headers using 1/$" drill bit. _Predrilling increases structural performance. Use only 2.1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck, Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3„ 3„ 3" 3" 3nr I III _ _ _ III E I 3" 3" DOUBLE DOOR W/ SIDELITES )A /E R I^ 6, ;FACE .VENLY 1" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER T E 1'-09e IN FRONT OF MECH. OR APP. WHEN REQUIRED DIA. CONCRETE FILLED PVC. PIPE. e /o - -{--- TOP OF SLAB 00 Z °. I Ir - Ir 0 o d of a 16" MIN. DIAMETER o ! CONCRETE FOOTING (-,-\,PROTECTION BARRIER DETAIL PACE VENLY Pi ROO kRake -' �p I Save 7" mBDBS t0 USB SHINGLE INSTALLATION GUIDE s 1" NAIL SHINGLES W/ 110R 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. �cenVt /� 6 coors° 56 C090 00 `. 2g" ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APrum ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING ExTER. WALL FINISH AND LOCATIONS) MINIMUM OFIGG ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER aT SEALANT ROOF SHINGLES &V. (CAL\ FLAMIN FLASHING e FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 8" HORQ.ING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS FLASHING DETAIL AT CRICKET Z 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" x 3 1/2" PHILLIPS FLAT HD. "TAPCONH SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWINDOW 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 ".' r_ 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S x 1/2" MIN, Efu1 OMLENT Zvi 1AfOtDQ FRAME +B' WOGiD 6ETiEW i3Y OTHERS ,SHE THING BY OTHERS CAULK BETWEEN K A. FIN &SHfEATH1:NG EXTERIOR . 3/V I FINISH a.y OII 1'CKA. M 1 Cis CAULK BY OTHERS O.A. WINDOW` HEIGHT EX E-1OR INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S RAC ,.2.8.5 ORP MOUE PROVIDE DRIP EWE AT EAVES AND GUILES OF SIIINOLE ROWS. OVERLAP TO SE A MINIMUM OF an (76.). SAVE WaP EDGES SHALL EXPEND Awn BELOW SHEATHING AND EXPEND BAN ON THE ROW MINIMUM OF 2In. DRIP EDGE AT EAVES WALL BE PERMITTED TO BE INSTALLED aMER OVER OR UNDER THE UNDERLAYAIFNT. IF INSTALLED OVER THE UMERI MVIENT, THERE SHALL BE A MINIMUM AIn WIDTH OF ROOF CEMENT INSTALLED OVER THE ON? EDGE FLANGE. OAP EDGE SHALL BE MECIIANnAUY FASTENEIT A M"NuM OF 121n ON CENTER. WHERE THE Vasa AS DETERMINED IN CCORAMM WITH SECTION NEW. .1S Is 110 MPN U77 KM/HI OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET U0,058 am, DRIP EDGES SHALL SE MECHANICALLY FASTTNED A MAXIMUM OF 4INCHES ON CENTER Maximum Fastener Spadng (lamba, Head and Sill) Wall Framing: #2SpfutelPini Or Beier �SINaMe Screw Sue" Minimum Fu m Glailng Dead' 1.318' mou�iq CTom Section View 60gia View Of MMmm Shome. - Ei!eris Sheath! TO Note; We strongly recommend the use o//lash/ng and(orBasd/ng tapes and s/ll pans asstara t /n ASM E2i12-0t. However, due to vaNatPon /n WANT and hultd/rfg Ti /t Is lest up to theemf laser to determfrr# the proper Installation otthese Items, LEAVE THE BUBBLE WIW ON! Mom Hoseung your window, the buss ie map m,y be paeled.o X Mr bnspeam, Wn Dlaass 101*. pre map to plotedthe 111010I non saab3aes andothadamip undl dinshaw is mopeds. Steps Measure to besu'ethe hpe"l53/8"tolir largathante windowshe bothwtaist, and horBaHally. " You may wish to Pm*11 the installation holes in the fin a dos fine. Damstand Irepatywhedlatsm the ftwunift #n as am not Step As* agemmus bead of allmreto hetMchsidedmemouri ton, Use enou9hssomewsulridaitlYflA all voids Between the rm and the was sheathing. Stop 3 InseN the window ions the opening tram the duhi The window is labeled "ksda" 0M "Olts de`, but B tleae Ri him been r6mamd the bead should always be mthe Inside of the building, RED 4 Insal shims under the sill, adjusting tmn until the unit IT phanb in the opening. Shim should be installed IUWa the s8 every 2 Met. The window should be basal centered In the opening with no mere than 4" gap between the window and wall framing. Step s Installa#SDx 1.1/2-wew 4"froe the comer of 8n ateaO and of the head, sill and boo jambs. Smp6 IrmaP the remaining fasteners in6"husenems fromthecaner screws totheeaterofeach Kane member. UsecarenaTOOVa- tighten the scexs and pull them through the fin. Also, make sure the svews go in straight and do not am the trine to bow, Was framing should be a mkWehan of #2 Sprae)fte/R, Fashouss sMWd be#10 crews ofsufhdemIwo toadlMve 1-3/it'penetration Ban the was and no leg men 11rthm of lmmlng, Fastener arNties rhee0edlo eadh skMaimlhemamlDVaB" th of Frame Member 19" 18' 26` 34" 12" 1 SO" 1 56" 1 65" 1 74' 1 82" Numberaiesteners 1 2 3 1 4 1 5 1 6 1 7 1 B 1 9 1 10 1 11 1 12 1 13 Snip 7 Remove lease silimne "Isculeme our from around the III and lnspKt for holes Or vo& Use ssbahe m M any voids. Step 8 If desired, a foam Insulation an be applied to the bterbr gap between the window and wall Timing. V appIRA #usmsutbe the NON FXPANOIN6 TYRE FOAM. Step 9 Spite these windows are W iwily used in moons with high BIOMIUe. Is; bahmans, t Is maommended that the Marks gap between the window and wail naming also be sealed with sillmne and W" man not to Blerl with the Installiton of wallboard WE atrim. Step So Once all mnmructlon is compete, remove the Whbks wrap from the btlds and outride of the window. If necesay, claanthe Blocks will a Bad t1ovent and warm wade using a soft doth. Failure to follow these procedures will void any and all warranties. 1 J�yaTORF 'It F,' LE r % F11 L OPoc �- 10ioP, v c 0 GENERAL NOTE: I 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. 're =w w w t- 00 E 3 A-.xxxxr SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION g�`� 0$n�z w AND CALL OUTS. g - m' Q aw a 64-1 Product Approval Submittal Affidavit RQ atR Building Address: Contractor: fpwa m�W m ° Building Permit: g LL a8 Product It Design Manufacture Model # Attachment Pressures Method Approval # ; rD6 N4 ❑ 'o _ GOM Roofing: 1 j C_!y 1st. Choice I COUNTY APP. IKO Industrties, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL3031O.1 $ ? g NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Z N •o W/ 3/8" MIN PENETRATION THRU SHEATHING w Q 3 s J lam' ROOFING VENTS: DAD E Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, In �I COUNTY APP. c s I c. -d a Ven " O EDGE A D " FL21580.1 R-2 ,j ) ROOFING UNDERLAYMENT: : y i w a TAMKO BUILDING AMKONo. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 `'� O a 1st Choice PRODUCTS Li #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH lU - m \ R905.1.1 y, 0 w 7 c Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 16 xX � 2"x6" P.T. WOOD JAMH WITH FL16546.8 $ +30.0/32.0 CLOPAY 53W5 (5) 1/2" DIA, 8""J" BOLTS FL15279.84 " 2nd Choice ax7 . o 2 �IQ Swing Doors: a N .0 °D e THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 1st Choice +(37.0/ 67.0 FIBERGLASS DOOR 61TE SERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 +67.0/-67.0 THERMA TRUCORP. SOLD AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL2oa61.1 DAMS HOMES FIBERGLASS DOOR FIBERGLASS DR BEATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM .I rnrlll II r �� 2nd Choice. PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. Fl"15215 2 LITE SERIES ?HEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRCIM146 Sidelights PLATPRO FTRU L15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: 1st Choice Al m. Inr r MI WINDOWS & DOORS SERIES 440 $Go FL15332.12 PORT ST. LUCI E Alum. reinforced ® Job Information: Windows: +41 MI WINDOWS 3540 SERIES Twln SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/i8' TAPCON FL 17676.9 1st Choice Single Hu (fin) ANCHOR WITH MIN. 1sA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL ` 3500. SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS /1 441 MI WINDOWS Single Hung (flange) FOR INSTALLATION TTO HROROVIDGH E BUCK IN. #8B D. I TO WOOD BUCK. FL 17894.2 3540 SERIES SUFFIENT LENGTH TO ACHIEVE 11h" INCH MINIMUM EMBEDMENT +50,0/-50.0 MI WINDOWS Single Hung (fln) FL17676.2 IN WOOD SUBSTRATE. 3500 single MI WINDOWS Hung Sifinless) frame FL17894.4 Mullions: lea-: M--1 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLP INTO CONCRETE FL 18504.1 c i1 1 tChoice MI WINDOWS Mullion 6" TAPCON A HO WITH SUF NT LENGTH TO ACHI V A 1rA Lr) W1926 Horizontal MINIMUM EMBEDMENT WITH 1' MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 E a ..• O mullionEDGE DISTANCE (n M Fixed Glass: �, 3 ;t 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR • -1 4) +50.0/•50.0 MI WINDOWS MI 3540 FL38844 R6 WITH MIN. 1si4" EMBED. TO ALL FACTORY DESIGNATIONS 1-- U IW O d WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD aw...a LI..I 4 0 BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE y� t ^ ' p� LI? 5/8" MIN. EMBED. INTO WOOD BUCK. .I IYi V ♦ V ) Soffit: V Model Name / Number: 1st Choice Standard vinyl Staple 10" on center In direction +66.0/•71.6 KAYCAN LTD of length FL16503.4 R5 2000 Plygem uble / Variform Plygem Do5 1 Double 5 standard (vinyi) 10" FL12194,1 Double 5 stands d standard vinyl staples solid 144 vented • 145 FL12194.2 plan Issue Date: Hurricane Panels:March Dade County App. AL AME ICAN z4" Ga. 24 GA. STORM PANELS Monday, NUMB R: 2021 Ist Oice SHUTTER & GLASS Storm Panels Fl16293 R3 ® KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 21-3104 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56120 sheet: ofI Name: Luis Pablo Torres Certification Number: FI. # 87864-� Name: Certification Number: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH _ SELF -ADHERED FLASHING _ /-WEATHER RESISITIVE BARRIER TAPEL7 s ysseu"�ow"mav, HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather FOLD UP WEATHER RESISTNf= BARRIER & TEMPORARILY SECURE .1 WOOD FRAME CONSTR- - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. S WEATHER 4 RESISITIVE BARRIER SEAL TOPS OF JOISTS -� UNDER DECKING ' SELF -ADHERED FLASHING (SEE DETAIL WP07) resistive barthen re - 3. Fold weather resistive barrier back over head flashing and seal with tape 1 2 SELF -ADHERED FLASHING scale: NTs FLANGED WINDOW WP M FLASHING INST ALLATION AFTE R WEATHER RES ISTIVE BARRIER I EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING a� FLASHOVER - I NAILING SELF -ADHERED FLASHING HALF ROUND WINDOW /- SELF -ADHERED FLASHING /. DECK PROTECTOR XBINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD l� SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3W-1" BEAD OF CONSTR. ADHESIVE TOF DOOR APPLIED RETURN / THRESHOLD OF DOOR AND REl-URN f/ UP JAMB 6". USE LIQUID NAIL BRAND E PROOF A LKIN / OR EQUAL WEATHER 00 C U G / (SEE DETAIL WP02) SELF ADHERED FLASHING n SELF -ADHERED FLASHING NAILING FLANGE 1 2 SEAL TOPS OF JOISTS UNDEROECKING AA (SEE DETAIL WP07) E � F �- SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST rim ERIOR IT. FIN. .DING PAPER PE n: 12.0 in cm: 30.5 an) _DING PAPER F-ADHERED FLASHING . � • rdl�Lllf SELF-ADHERI C SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL 8 z WP02 INSTALL SELF -ADHERED FLASHING JAMB & HEAD '.FLASHING, SEE 'FLANGED WINDOW (SEE DETAIL WP01) 6" 8 2 WP05 t. SELF,ADHERED FLASHING PATCH )HERED FLASHING WINDOW UNIT FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather-rr:vistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WINDOW UNIT R703.1.1 Witter resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 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. (0.6 Cm : 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type i felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer net less than 2 Inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND Sl !UC:CO. water -resistive barrier manufacturer's Installation Instructions. The NIDAS asphalt felt or other approved water -resistive PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable harder with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. BUILDING numbered items In the Ilst of Instructions below: items in Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or PAPER the flashing in order as shown by numbers 1. Install greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage space. 2. Install flashing and weather resistive barrier to form water shedding laps O3. Selfadhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Flui"pplied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING scoring cuts 9 i shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of Instructions. Ali flashing w e e PP P rY Y S ELF/CHIMNEY SHOULDER CEMT. FINISH SILL1 POT H 5. Remove all release paper per standard installation instructions and components. Self -adhered m mbran u d Raskin shall comply with water to the building structural iramine es se as eg pv g g AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" Minimum ) 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. Fluid -applied membranes used as flashing in RUBBERIZED ASPHALT --� RUBBERIZED ADHESIVE ASPHALT 6. Fold a5 shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wail finish. Approved (lashings shall be Installed at the following locations: ADHESIVE SELF -ADHERED FLASHING t fit 7. Angle Of Comer may Vary, adjust folding of the flashing accordingly O tight to comer 8. Mechanically fasten as necessary 1.Exterior window and door openings. Fleshing at exterior window and door openings shall extend to the surface of the SCORED exterior wall finish or to the water-resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible flashings shall comply with AAMA 112. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: �r (BEFORE FOLDING, SCORE RELEASE PAPER 70 EXPOSE 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the AOKesIVEAs saowN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection NECESSARY CORNERS THROUGH a Sit the head and sides. 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. " v 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4. Continuously above all projecting wood trim. 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wooddrame construction. 6. At wan and roof intersections. SELF -ADHERED FLASHING e INSIDE CORNER 7. At built -In gutters. 2 'I 4 5 .., PPLYA LIQUID W P V AACCORDANCE WITH TIHE MANUFACTURER'S RECOMMENDATIONS, BEFORE INSTALLATION OF THE BUCKIRECEPTOR. FWP 6%19 SLO DE 0.3 I : 12.0 in (0.6 m : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in :12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block ' - i st floor Note: The building paper and metal lath must be installed over the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing WEEP SCREED DETAIL SCALE: NOT TO SCALE PR .. V`R, l® ;74 Slab 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing -Keep top edge of weep screed 2" below top of block Vulcum cauk bottom joint only - Metal Flashing 3-1 /2" Unperforated -' nge 7/8" Weep Screed 1/2" Cementhious Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk fdiilr COi) CC ST. LUCI o'f 1 /2" Cement Plaster Finish 210 Perforated Flange 1/2" Weed'r' Screed Install bottom edge of weep screed 1" below finish floor ♦♦♦•v��� tTOF?13� � � i i ♦. Q yC,�NSE ' * . No * E OFe -LI= A S1 O '���NgesnItOiNPm �.c B ie 1 Do III to 1­ 00 tgj8g d d w Cg av E Qil b W ru 0 & 5q`�,s 3 IL cgp� IIII ''`$R0� A:L� fillO 5�a� 2� m m 0 flga 5 y El ❑ ❑ yA4W.FD3FNG.CON O Z o z $ $ z d J N a UQ)m 0 w d 0 m Q m W L� r o - cMv E m x (n Do Q N Oa 1S ® ' DA S HO BS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST.. LUCIE ® Job Information: o to df M M 0 Z I��UcoTL ® ® ._5 LLJ ::) v o J m (/) (n L` ® Model Name / Number: 2000 V1 Plan Issue Date: Monday, March 29, 2021 ® KA PROJECT NUMBER: 21-3104 Sheet: WATER PROOF DETAILS I s, 42X42 A/C, SLAB BY BLDR MIN 2' FROM WALL 5" bath duct to roof cap w/ standard 70 cfm bath fan light' QQYEREi3 EAIIQ • €083 INIKS CK3 Iwcd 35 VAULT Ma 10x6 1 cd T - �:—�„-- 215 GREAI 6 , I • 14x8 1 wcd VM]Lf CL& 4 90 — 10x6 I wcdZmj 8x4„}gcd 3 L9�Ssscc 6 1a� cla .;:.:..:::... ::..:...:.:. :.. 3 V"I v�`s _tt, 1 4" dryer duct E to roof cap w/dryer vent box ?1'330AI"TA U• ri NI MAOOJ INEEMEN;m. Ile e 1wcd rag r ._W • ----_��"' - 10n ,`65 r• 1Ox6 1wcd I WYE Yfi,AT CL&. I 1 {�] 'i G'J-1 6" N P6 1 wcd 65 — „ 20 9 I!YN1Li CYU3 �i _ an n 2x12 rag a 165 =_ --------------------- TT •s z�— - - — -- — IT $*w CEA3fiR3W[7'T Y.'8L. +'V {fL FS: -m NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS FLOOR PLAN Transfer ducts/grills sized in compliance SO&E VA._y,, with Florida Residential Building Code—M1602.4 ELEVATION balanced return air. EXCEPTIONS 1-3 Must have a minimum clearance of inches around the cir handler per the State Energy code. All duct has an r=6 insulation value. 5" bath duct. to roof or wall cap w/ standard 70 cfm bath fan ie, RDm 20M TCITAA LMW. (M 2004 S-r. WAGE .54 S.F. cO'ilf nm E47W f8mc 46 3-F. � COVE-REGPA110,4AP" 2O0 TOTAL AREA UNDER ROOF \2) 0_ L 0 S 1L 6 CCT' S C m Z O U) LU /�LU/ LL F_ Q 0 W W O LU 2:: REVIEWED FOR � V) CODE COMPLIANCE = _ W T . LUCIE COUNTY � i— �L �S Q I J N n Q C> m z O O I >- - m w •• •• >_ z z Q LLJ J <C m Q FILE COPY D J O D Q Iz mEL-1Cn®n Rating