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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS. S RII CT STRUCTURAL DESIGNCRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO; TITLE. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED 7ERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, -- - BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES.: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN24" A.F.F. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINME 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROU 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 0 5, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-106 THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GFb 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL EE OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR F REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEF USING ADDITIONAL CROS"EINFORCING TIED TO FOOTI LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 IT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. F ALL TOP BARS OF BEAMS. D CORNERS OR CORNER BARS WITH A 25' LAP PROVIDED EACH WAY. 11/2" TO FORM U.N.O. A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN DE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE &'OIL & SHALL MEET ASTM 615, ASTM A70E TING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP PORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY 4G REINFORCING. SPLICES IN. REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON DHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT F WRITTEN APPROVAL, OR AS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 7417, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI.301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAFm20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEI HT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. INSTALLATION. OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM G926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1 R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED STRENGTH OF 2000 PSI (fm = 2000 PSI) 2. MORTAR SHALL BE TYPE I'S", CONFORMING TO ASTM C 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 W OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE WHICH EVER IS LESS. REINFORCING. SHALL BE PLACED 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS S. TEMPORARY BRACING AND SHORING OF WALL TO PRO 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER 70-14A. TH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. HELD.. IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF A STOP IS PROHIBITED. IDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHAL4 BE ABOVE AND BELOW ALL WALL OPENINGS. R (3)!, DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL, DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR FJOIST*** LL/360 LL/180 LL/360 LLJ360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" *** TL MAX 1/2" A ROOF GENERAL OF LOADING WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS S END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTU 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF TI 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS TH SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING 4. MANY OF THE NEW PRESSURE TREATED WOODS USE C VERIFY THE TYPE OF WOOD TREATMENT AND TO SELEC CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR SI-AINLESS 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH FART 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERS 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING IV PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICR 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR ROOF DECK: PLYWOOD C-C/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48 WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN EAR WALLS AND MISC STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL FRAMING MEMBERS SHALL BE S.P.F. #2. OR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND IE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS kT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION INES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O, AEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. I OR CONCRETE TO BE PRESSURE TREATED. VITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS IN VALUES U.N.O. LAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. ALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: A 4) SHEATHING .SHALL FINISH FLUSH TO EXTERIOR WALL FACE. 1 OR 15/32" RATED OSB EXPOSURE 1 PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15SHEATHING SHALL TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10: 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS SA DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS rrrtX.p TORRr rsa r,6 SE' o Ju 0 0 J° ,K to rlilt'% W i H a ��_ to 'r o F 8g W iQi ago n MVi ell 0 ¢"mledIi a? o u"i W SPECIFIED. FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESSSPE I TOP CHORD DL 10 (PSF) BOTTOM CHORD O(PSF) SEE FLOOR PLAN FOR ACTUAL PR BARES g ��$4a�Mos a. a INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING I l Gi v 0 .i 4 SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES 5 LL a 3 IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) 3 `� a w n BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN Z offs o 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 I� ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING m m � & o 800 OR ASTM C920 CLASS 25 GRADE NSOR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AE RECOMMEND D BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. - w W m m C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR 1HETYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: Ulm ' .MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. - - BALCONIES/ -DECKS 40 (PSF) Z Q e - 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) g TO THE SURFACE OFTHE EXTERIOR WALL FINISH. g 16 $ 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) www.rnsavaooM ❑ :3 ❑ • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES • INTERSECTION OF THE ENDS OF OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 50 (PSF) UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. ORE -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, • 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 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) 4 • 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) r j • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.. SLEEPING ROOM 30 (PSF) °- " ._ STAIRS 40(PSF) UPLIFT CONNECTORS FOOT NOTES Z " d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG to O co 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. � W - ~ TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w MORE INFO. ATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. - O f0 NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDIN � � c FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: I'6 r 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH i/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. K Is the Intent t Des documents listed in the providing L of these µto $ a ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed' _ 129 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 �. rR r m 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 95 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED, - prevent error. The Builder and all subcontractors are required to e: 0 ' ��� THE EPDXY FILLED HOLE. USE A TWO PART EMBEDME 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 ¢ c� o ew `wlm INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Deslgner/Englneer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY 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 s HOMxs 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction, All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the SUBSTITUTED WITH 1 SIMPSON MTSM16 TWIST STRAP W 4 'A"x 2i4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS UCENSENO. CRC1330146 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTIONRUPLIFSLESS T BE S O / ( ) MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS SS THAN 860 L8S (USE (2) MTSMi6 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS .RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE. Assurance Manager immediately. No backcharges will be considered D SCREWS AN 4" x 2 4" TITENS ONE EACH. SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Englneer without advanced 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR 70 INSTALL {2) SIMPSON HGAM1 W/ (4) 1/4" x 11J2 SOS D (5)1/ 1/ PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by thebesigner/Engineer. GULFBREEZE, FLORIDA 32563 CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR 0 MORE THAN 31N A ROW WITHOUT APPROVAL FROM FOR. 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: PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED R 2ND FLOOR JAMB STU D CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 wJ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. VI Jab Information: 16d x.2-i/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS �e�/b'� DATE DESCRIPTION 2 -_WED FOR CODE COMPLIANCE HOMESST. LUCIE COUNTY _ Lo DAMSOCC Of Northwest Florida Q C.) 00 ® ®®J LLJ o JMco0 `O ® Nlodel Name / Number: 3000 GULFBREEZE PARKWAY GULFBREEZE, FLOR DA 32563 1780 ® Plan Issue Date: Thursday, March 11, 2021 ® KA PROJECT NUMBER: MODEL 1780 213102 Sheet: w Of: COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDINGTYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 30"ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 25.5 (+) 26.5 20 (-) 28.8 0 34A O 50 (+) 24.8 (+) 24.8 ¢) 27.1 (-) 31.1 (+) 23.4 (+) 23.4 100 (•) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-O" 16'-O" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 - 26.0. GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" - END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. S. 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. y BEARING WOOD WALL SCHEDULE CONNECTION & FASTENERS LUMBER UPLIFT SPACING TOP BOTTOM SPECIES CAP.(Plf) FIWKSTUD is. (2)16d TOENAILS (2116d TOENAILS SPF No UPLIFT SP2 W/ (6)•10d SP1 W/8'Lod SPF402 16" STUD, (6)10d PLATE STUD, (4)1od PLATE 16" (2) SP2 W/ (6)10d (2) SP1 W/ (6) 10d SPF 803 STUD,i PLATE STUD, 4 10tl PLATE BW4 16' 1(2) led TOENAILS (2)16d TOENAILS SYP NO UPLIFT SP2 W/ (O-10d SPi W/ (%:LOd BW5 16" STUD, 6 30d PLA7E STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) SOd SPl W/ (%10d sYP 878 16., STUD 6 SOd PLATE STUD, (4).1 d PLATE BW7 12" (2) led TOENAILS (2) led TOENAILS SPF NO UPLIFT SP2 W/ (010d SP1 W/ *101 BW8 12' STUD, (6)100 PLATE STUD, (4) 10d PLATE SPF 635 BW9 12" STUD, (6)10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ 100 $W11 12" STUD (6610d PLATE STUD, 14))10d PLATE SYP 585 (2) SP2 W1 (6) iOd SP1 W/ BY10d BW12 12" STUD, (6)10d PLATE STUD, 4) SOd PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL r4 SEE PLAN -47 MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2XHEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE W W9/S3 FOR CONNECTION INFO. IF HEADER IS WTTHIN WALL INDICATED ABOVE WITH EE MS03/&1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WOOS CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN SLOOKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0' SCHEDULE ABOVE F.F. SEE FOUNDATION �- .� IN 2x P.T. W/ 1/7 A.B @ 32" O.0 W/ 7" 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" TUEN HD @ 32" O.C. ' - 7/16" OSB.PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT Woc IN FIELD AND EDGE. SEE GENERAL NOTE#8 BEG. WALL DETAIL 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 BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND SP2 INDICATED IN SCHEDULE ABOVE 5.IF"BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFOS/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS.. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. • C. IN FIELD EDGE 1 SIDE OF WALL 7 1.6" OSB PLYWOODBtl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cl-- 0.148" DIA, X 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE .(BASE) CONN. &FASTENER UPLIFTiLb) C1 (3)2x4#2 SPF (4)-S6d TOENAILS. 0 DTT2Z W/ 1/2' WEDGE . C2 (3) 2 x 4 #2 SPF ANCHOR* & (8)1/4". X 11/2- 2145. SOS SCREWS (3) 2 x 4 SYP #1 OR (4) -16d TOENAILS 0 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2' WEDGE ANCHOR* & (8)1/41' X 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G - 6665 U = 2200 SIP POST & 112) - T8d NAILS 6x 6P.T.#2 ABU66 W/5/8"ATR**. G-12000 SYP POST & (12) - led NAILS U - 2300 8x 8 P,T, #2 ABU89 W/ (2)- 5/8" ATR*- G = 24335 C7 SYP POST &(18)-16d NAILS U-2320 FE 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDUSSDS2.5 W/ (14) 1/4" x 21/2' SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) .ANCHOR, OR ATR** x 5.25 P.L. HDU53DS2.5 W/ 114)1/4" x Fil3.5 1.8E Fb=2400 PSI 21/2' SDS WS & 5/8* EXOPY 5645 WOMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L 1.8E Ft-2400 PSI HDU8SDS2.5 W/ (20)1/4' x 21/2- SDS WS & 7/a' EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU8 SDS2.5 W/ (20)1/4" x 21/2- SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU&SDS2S W/ (2G) 1/4" x 12 1.8E F -2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT. ANCHOR OR ATR**- GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH ONO. 2. ALL STRUCTURAL LUMBER TO BE SYP #S OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/8-3 4. MINIMUM BOLT EMBEDMENT: S" EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/8- ATR 8" EMBEDMENT FOR 7/8' ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING Ed 0.131" X 2'A" 0.1.31' X 2'A" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS IGO OR 12d 0.148" X 3" 0.131' X 3' SEE PLAN BLOCKING & TOE 0.148" X 314" C.131" x 3 A4' NAILS & TOP PLATE 12d OA48" X 3 W GASi' X 3 4A S" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS iOd 0.148" X 3' 0.131" X 3 W O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.162" X31W 0,131' X 3'A". (2) ISO(COMMON) SEE PLAN (3)18D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) "2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (3)-1314"X 11114 ATTACH TOGETHER W/(2) ROWS 1WX312' LVL 2.0E Fb=2600 PSI SIDS WD SCREWS 016" O.C. TYP. EACH SIDE H6 (2) -1 3/4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4-X 312' LVL 2.0E Fb=2600 PSI SDS WD SCREWS 0 16 O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & .STUDS REO. AT OPENINGS ING 2X4 WAIL 2X6 OR 2X8 WALL JACKS KINGS JACKS KINGS EA. END EA. END EA. END EA, END '(1) k49�0' (2) (1) (2) (2) (3) (2) (2) -16'-0" (3) (4) (3) - (4) GENERAL HEADER NOTES 1. VERIF1' W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1ST FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MOLT -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 L/-�\ (2).2 x 8#2 SYP W/ 7/16• CONNECTION: PROVIDE (2) OSB FLITCH PLATE, NAIL SIMPSON LSTA18 OR (2) � BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HEMS TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16- CONNECTION: PROVIDE 12) SIMPSON LSTA24 OR (2) M OSB FUTCH PLATE. NAIL BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS @ 122"" OR (2) SIMPSON HEMS TO CMU EACH SIDE O.C. TYP EAAC COL. U.N.O. ON ROOF PLAN. (2).2 x 12 02 SYP W/ 7/16' CONNECTION: PROVIDE (2) M3 OSB FLRCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON PSONHTS20 TO MOD POST ROWS OF 12tl NAILS @ 12" OR (2) SIMPSON HETA18 TO CMU O.C. TYP EACH SIDE COL. U.N.O. T ROOF PLAN. /4/ 2 -13'x 111 .4"LVL CONNECTION: PROVIDER) 2.0E Po=2600 PSI. MAIL BEAM SIMPSON LSTA24 OR (Z) CgN14} TOGETHER USING (2) ROWS HTS20 TO WOOD POST v 1/4" x D. WOOD OR 12) SIMPSON HETA16 TO CMU OR 12) SIMPSON O 16' D.C. TYP. S 01 " �� .,.COL. U.N.D. ON ROOF PLAN. EACH SIDE. M (2) -13/4" x 117/8- LVL 2.0E Fb-2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) TO WOOD POST 1/4' x 3 1/2" SOS WOOD SCREWS @ 16' O.C. TM SIMPSON HTS20 OR (2) 31MPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) .13/4" x 18" LVL /�, 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION:. PROVIDE (2) l[yt„1F3Y TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 4 114" x 3 1/2- SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED .(MIN. 4- BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. SEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE EA.R. 4 0 tO wsD1 s2 N 1_-T.uw 31'-0„ 4" 7'-8" 18•0" 1D'8" 2'-4" N onm im 25 SH 25 SH 3'-10" 4'.4" EGRESS 17'-6„ EGRESS / 5'-4" 3X5 0 5SH'S / F.G. 01 / SHWR LINEN / � / OWNER'S 2668 � / OWNER'S 00 BEDROOM ' LANAI VAULTED CEILING / 8'-0" CEILING BAMjo / '4 TO 10' FLATro 8'-0" CEILING - - - ----- - G.T.- . - - - - - ------ 4 ® --- i W•I.C. , 8'-0' CEILING 5," 3.$„ 7,_1" 5,-5" -0" 2,-6„ 'A" 1 14'-0" `-----_'R/SN------ 2868 OI -5 qFP�W `" SH's2668OOM2 FAMILY VAULTED CEILING 10'FLAT y N o' mTO CEILING FLAT 3'-0"3'-8". r h. , 2668 0 1 I� * 0 T,,j m A/C N ro � 00 BATH 2 1-- 8'-C" CEILING 1 3 R SH O / I w ,. S01 JI� DoR/SH O 52 15'8 „I R A 2'-10" / 6'-6" .-I 1 , N 1 PROVIDE PLATFORM I FOR AIR HANDLER - .l 2668 _ 'v VERIFY SIZE W/ - 2,-10" 3'-6" 9,4" MANUR PN 1 w N A i 36" FLAT BAR TOP ON 34%' I LO /O1 ' HANSONBOIX W --1-WAL -- ----- -- ---- ---- ---- ---- - -------- T r - m ! D ( L - - N 10-0" CEILING 036"AFF I iq BEDR OM 3 O I VAULTED CEILING VERIFY LOCATION W/BUILDER I DBL. SINK O 4 W a TO 10' FLAT - 0 �0 o I KITCHEN I VAULTED CEILING r- 3 0 O Z � � � N I TO 10', FLAT � 10'-0" CEILING b DRYER VENII THRU ROOF MAX LGT 35'-0" 11''10" 3,$„ 5'-2" 2868 NOTE:BUILDER TO PROVIDE ' 2868 W.H APPLIANCE PROTECTION IF REFRIG. REQUIRED BY MUNICIPALITY. 5 SH SEES ET 4 F DETAILS - - 4668 4'-8' - 5 2" 6 10' 22'6" 3 6" . 7 -6" 15'-0" 5'-8" PULL OWN. STAIRS W LOCATE INFIELD �. 221h"x54° i. BW2 `----------• G.T.I G.T. pTE�CE� ; P1N1�� a vATO110' FLAING 3 3 CAR GARAGE iq FOYEB 8'-0" CEILING o Ir1 AS03 N ' I S i 5-1 1________________- = N ------------------------------------------------ I.------ i i 3068 EGRESS ' , '� O q ryy� 2s y N C ti I, ENTRY 35 SH 2'-0" 2,.a" 7'.0" 2,,4" 6,4" ' 12" SQ. � � BMS I: � MS12 � I O S2 BMS COLUMN MS12 ______________________ _____ ______ S-2 i� � 8'x7'GARAGE DOOR ■ ■ 16'x7 GARAGE DOOR - CO21 CD21 S-2 S-2 1,_0, 13,4„ ,-0" 4,.-8" 2.-0„ 16'-0". 2,-0" 8,-0„ 20' 0" 20%0„ 10'-0„ 50'-0" FLOOR -PLAN SCALE: 1/4„ =1'-0„ ELEVATION "A" ,,HOSE BIBB W UO 4 O 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 B +27.5 / 37.0 O+26.5 / -28.8 O +26.5 / -34.4 +24.8 / -27.1 O +24.8 / -31.1 O+24.3/-27.5 O +23.3/-26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND f FRAMED WAIL BEARING FRAME WALL. ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum J. 3/8' solid wood door, solid or honeycomboore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid Soffit Is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12,7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the top of the slllof an operable window opening Is located less than 24 inches above the finished floor and greater than 2 Inches above the ffnished grade or other surface h n 7 below on the exterior of the building, the operable window shall comply with one Of the following [3 listed methods). 5. R308.4.2 All windows within 2'-0" of doors and In shower or tub areas will be safety tempered glass. r exterior en -tries and covered porches to 6. Gelling for have 7/161. span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined b one of the methods specified In sections determ y pec M1502.4.5-1 through M1502.4.5.3 9. Callings for exterior entries and covered porches to be 7/16" OSB On underside of roof trusses $hall be attached to all framing members with 2x blocking perimeter. The OSB shall be attached w d provided at pe / S nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications 'W FOtt ,-U,,IE %//•oUNTY OCC °='LG CVr AREA CALCULATIONS 1st FLOOR 1780 S.F. TOTAL LIVING (AC) 1780 S.F. GARAGE 591 S.F. COVERED ENTRY (BASE) 98 S.F. COVERED PATIO/LANAI - 117 S.F. TOTAL AREA UNDER ROOF. 2586 S.F. �TO ty- ct Q••i S P"C� OYf LOQ\ Q s�^r,FSSiOND."°° IIIJt11N� 73 H i m a o gvC 4u Z ga � 4n 4G m EmF?Ep Qa IJi tJi �i i# s aIn u- Fz,° W - rWitaMW oriBJ 0 00 W 2� d i L o Q o n15z cal � 8 �WV YDSENQCOM ❑ ❑ ❑ L2 4, 0 z M O S z N z 10 Q 0 t/1 C9 CO it y G' I U O w � c UT = m r I� iLS U _ N E tJ I In r-:44 Q cm 10- A DA S HOMES �f FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V1 lob Information: 0) N N U) f17 �O O DO cH * �S'* N O J LLJ = ��n 310- -mcncn V1 Model Name / Number: 1780 Plan Issue Date: Thursday, March 11, 2021 VI KA PROJECT NUMBER: 21-3102 Sheet: Of, FLOOR PLAN GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL APPROVED VAPOR HARRIER. ALL JOINTS TO BE LAPPED MIN. 6' AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LES OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER-414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES.. 3 9 INDICATES FILLED CELL W/3000 PSI CONC. FROM FIR, 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/ MANUR 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. LOCATIONS IF REQUIRED. 8 .ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1A.1 THROUGH R403.1.4.2. 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 BY ASTM -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. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Hs f10 V-O" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 F2.0 2'0' X 2' 0' 1.'-0" 3 #5 E.W. ROT, 7200 F2.5 1 2 S X 2'.6" 1'-0' 3 #5 E.W. SOT, 110DO F F3.0 3'-0' X 3'-0" 1'-0' 4 45 E.W. BOT. 15600 Fgg 3161 X 3' S• 1 0 4 #5 E.W. SOT. 21500. F4:0 4.0' X 4.0' 1'-0- 5 #5 E.W. BOT 2S000 F4.5 4'6" X 4'6" 1'-0" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 514)• V.4' a #5 E.W. BOT. 42500 F5.0 6'-0" X 6'-0' V-4" T #5 E.W. BOY. t 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING A!: 1 3" TO SANITARY SEWER PLUMBING RISER I 31'-0« 10'-0" '-10" 61-0" 4'.0" 7,-0" 31$.. F2.5 31 w sm F31 ■ ■ ■ ■ ■ ■ ■ ■ q - - - WN - = - - f _ - rc - -. -) m 1 13 X 5 I I F.G. I i I ;3:L X.LOPES SHWR' IL---_—____J� 0 9 n 1 W/C '- — J ' 1 r i^ I 2,-3��. 3,_3„ w ' ' � I q CJ._ _ 1 I F2.5 (L ( I , 1 I%J _ ------------- I 4 1 W 50 3S' 1 1 30 4" i STEP DOWN 4" N ' I 1 i T ---------------------------- , 1 O i >, i 19'-10" 6'-10" 3'-2" 2'-11" 7-2" , ■ ll R HVACIII I II .. `C--JAr _ I TUB I W ■ X\fly ® LAV WIG,' I II LO ; k% --- --- WALL ' pp ■. PROVIDE CHASE 111-01, FOR HVAC UNIT Rt4 i \y 0 0 --- ---- -- ---- ; I D/W�� ® IIWASHII I" L — — — — — — — J __ — DB SINK ylT�y PROVIDE ELECTRICAL . 1 lu 7 J'J ��_/III &PLUMBING SERVICE — ;3; In ' THRU SLAB O ISLAND x Y LOCATION In ' (REFER TO FLOOR) — — J , ' I ■ ■ ■ ; — , STEP DOWN 4" , I I W.H. I I I I F2.5FMOi REFRIG. I 4 3.1 I I I I ' 10'-2" 3.1 a 1 I C.J.I 1 m I 1 1 ______ C.J._�_____—_I - cp 4 N N ci 1 I I 4 m N ( o FM2 I I I V'-------------------' rJ - •, FMO 3.1 STEP DOWN 4" I I= iv i N2.-0„ 4,-4" I 30'-0" 4 FM01 I q 2'-0' 2'-4« 7.-0. 2,-4« 6,�. I 3.1 HTA09 1' HOSE m FM09 I I F2.5 1 BIBB 12" SQ. CMU COL. W/ FM03 1 (2) #5 BARS I W/IN EA. F.C. 3.1 #S BARS — —3'1 _ _ _ _ _ _ _ _ (2) #5 VERT. GROUTED 3.1 W/IN EA. F.. W 9 ------Sotto- - - - - - ---- ----------- - — — — — — �■ F2.5 F2.5 2'-0' 16'-O" 2'-O' Si-Q. ;-4„ 20'-0« 20'-0' 10,_011 50'-0" - FOUNDATION PLAN SCALE:1/4" =1'A" ELEVATION "A" 3 FOR CODE: C06 PL"IANCE ST. L UCIE C�q++CUNTY BO�F.0 IIr11__F Ra00 F g m 000w m r L a w 08me ptn'"o$ w a m_ a �mw Q W€LL a W h ZHU Q °z o 0 P.G5 WW 0 o I �� d 4 °- J sEd 2 d o 0 vj ,°-$ �,�'•g^Z WY'NI.FDSENG.COF3M ._ Z o -,ate'., — 0o 53 Qco N a z Of {% r !l'�.11A■� 1'f m v— ® c i I acn J � U — 24 E h{ N �. 00 R C �s 00 a cq o m e';m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: LL 0 z Ln `° LIJ o m m 0o J 0J CA O J Lu t a �::D �v M vJ J U) LL. ® Model Name / Number: 1780 VI Plan Issue Date: Thursday, March 11, 2021 VI KA PROJECT NUMBER: 21-3102 Sheet: 3 0t FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM82A DETAIL FOR MONO. OPTION. GREINF. GRADE SEE PLAN p Z ( I (*) SLOPE MAY VARY 24- MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. OPTIONAL CURB FOR "' F F VARIES MASONRY 0 ELEV. 0'-0"— W/ (1) - #5 BAR CONT. �• ^�. N x; ` �• ( 2 STORY: 20" X2W REINF. N W 3 -#5 CONT. 16". - (2) #5 SEE PLAN : �,) REBAR 16„ (2) # 5 REBAR BEARING FM01 I SINGLE STORY FfG 1/2"=1'-0" FM02 I SECTION @GARAGE � 11 _ ,,, 1 'y REINF. SEE PLAN -(1) #5 REBAR CONT. FM03 I THICKENED EDGE 1 1/2V-D" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. Ilk GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE cpv .# 2 STORY: 20" X 2.0" 4" CONC. DRIVE W/Y/2" EXP W/ 3) - 0 5 CONT. JOINTS 10" C.C. TYP. 16 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1 1/2"=1.'-0" rINFORMATION) 2x BRG.. WALL 2 STORY:20" X 20- (SEE FLOOR PLAN W 3 • #5 CONT. FOR MORE SEE PLAN 11119mlorw = 1'-0" Ila 4,` 16" 4* 2-#5 REBAR FM11 I STEP DOWN BRIG. 1/2 =1'-o" FM12 STEP DOWN NON BRIG. SEE PLAN - OPTIONAL CURB SLOPED GROUT PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" SEE O SEE SEC: ELEV. 0'-0" WITH CURB w (1) #5 BAR CONT. S. (G.C. VERIFY) co I,+-1 .. •, , , F.F. REINF. M � io , i • R - (SEE PLAN) d 2 #5 CONT. INSTALL LINING ` * w 2 #5 BENT BARS W/ MATERIALS PER ;' 1 y y MIN. 25" LAP SPLICE FBC-R P2709.2IF - MUDDED FLR. 16" SLOPED TO DRAIN MIN- #5 CONT. FM14 SECTION @ RECESS SHOWER 1 1/2"=1'-0" FNI1181 TYP. STEP FTG. DETAIL 1/2"=1 ALTERNATE: REINF. - THE REINF. BARS SHALL BE #5 CONT REINF GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE END. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" oD #5 X 25" X 25" o c I LO TO Q,rGENS' •.� Jam' �o g7 A Ot• ZE Of E ISM H $ L coC' 02 D N E mq bNF:$ W Wa FF (pwm$S a Q a W W 3 ztga Z:a pFd�g� ¢fin 5 3 u7 "sSOn Im';q m LL LLZ � d n k 9 IF Q C" . In bN § 2' N d" W S" Q r§ & VAIMSOSENGOOM In z o Z o FIN m Z ¢ J N d —2 U, U.) -d y 4-do� I 0 j'- w W ELn NO Q IN ono j e oli CORNER BAR ONE FOR EA.HORIZ.. cv 15 HOMES IF REBAR, TYP. U.N.O. ';' N®\QAINS ■ �I�I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 - • 16" (2) #5 REBAR A/C CHASE 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE 2 STORY: 2D" X 10° GULFBREEZE, FLORIDA 32563 3 - #5 CONT. THRU'FOOTING )EVI DIVISION LOCATION: E FOR 19V FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'0" FM23 TYP. FND PENETikATIO PILIA 12"=1'-0" PORT ST. LUCIE STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (D.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY - IN STEM WALL SO" 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"-3%4" 10.. SO" 20" 24" W/ (3) #5 BARS 674# 5'-0" >3.4"-4'-0" 12" 12" 32" 32" W/(4)#5 BARS 8454 4'-0" W( (5) BARS CONT. >4'-O" - 5%4" 16" 16" 48" 48" & #5 � 18" O.C. TAN RAN SV. 1162# SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES" SEE CHART ASV. WIM. F.C- it " SPACING (O.C.) kA W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 NORM CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'•0" u (1) #5 HORIL CONT. TIED TO EA. VERTICAL REINF. B " FIN GRADE 8" MIN. I TO TOP OF _ y• STRIP FTG. COMPACTED CLEAN FILL • .� 1+`•-' ' IN MAX 12' LIFTS STRIP FIG- W/ QTY OF "MIN. COVER D REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE - ®L Job Information: BOCC cr. I- 61 V-1 FILE W ?� o 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 00 J N I"— 00 D_ ® _J W ZD - o J (n (n LO ® MOdel Name / Number: -VERT. Re. ABV. REIN, #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0' INTO SLAB/ STEM 1780 E 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 ® Pian Issue Date: FILLING IS TAKING PLACE 5.45 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4',0" n . TALL (TYPICAL ALL CORNERS) 1c. 6.IF STEMWALL IS WITH IN 5'•0" OF POOL OR WATER FEATURE FOUNDATIONS Thursday, March 11, 2021 KA PROJECT NUMBER: Z1'3102 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8.R403.1.4 MINIMUM DEPTH, EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO Sheet; 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 i SCHEDULES ,& DETAILS NTs LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1780x3 5340 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. 33,887 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,887 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% -10,000 + 40% OF "A" = (.40 x 23,887) = 9,554 + 100%OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 - AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL 4 Yn 2x6 WALL (FLOOR TO CEILING) 2'•8" USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. "----'--.--------------- i. � 4 � D WP F INSTALL FAN GFI BOX PREWIRE C7 ` \ --------------- ---------------- , , , / / / / j / - �INSTALL FAN ,,,BOX,PREWIRE 4 1 I y, I If I I 6d '70' I I I INSTALL FAN BOX PREWIRE I I FAN I I I REWIRE cM I di I I I ' ---- -- - -- �. FI0I VL FORD CHIMES GFI ; GFl T GF P 9�INSTALL FAN EI �FI BOX PREWIRE WIR _ OR GFLI , - I , _ _ �-- GH I . GFI - ' FOR . i HOOD 220,0 / I ' — ' -, h--> PB P GFI I GFI AT 42" AFF 220 WH. GFI GFI - - - - - - ATTIC ELKZLRI 41 U ru �F REQ'D BY CODE, z _ a ,�� n'W w - -- - J Lu GFI AT 42" AFF!ll GFI GFI Y FOR GARAGE FOR GARAGE I 1 DOOR OPENER _ DOOR OPENER _____ 1 • \ \------------------------------------------------ i. DOOR . BELL GFl AT ; � 42" AFF l / WP L I , .GFl. HOSE BIBB COACH LIGHT COACH LIGHT COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" =1.-0,. ELEVATION "A1l 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 R314.1AND LISTED IN ACCORDANCE WITH UL 217 B. 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/UL2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE, 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH ABARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH 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. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /%� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURES TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET In t�1 GROUND FAULT INTERRUPT 2 11 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT u 220 VOLT OUTLET O- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET L= DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE SAMEAS UNDERGROUND 200 AMP SERVICE METER MAIN DISCONNECT 200 AMP UNDERGROUND SERVICE BY RIFY FINAL AMPS NEEDED TH ELECTRICAL CONTRACTOR COL.lIF>ITE' 200=2/0 COPPER OR 410 ALUMN • IN 2" CONDUIT POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CHAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH 6) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER IN V I C: ,\. 1.0. ELECTRICAL MATERIALAND INSTALLATIONS SHALLCOMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. eg I m � 00 1. In W r w aE�'LL CO a w y g m � O In BIOS �• M ��Pry. LJ R O J m J ca 2� V o 6 CID U J M 1W W.FDSMG.COM ❑ ❑ ❑ z — o o z a _ r Z N ro ai' 4-J 'Q O Y c L. .,_.. V . — N E °c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: Z C LO � Lu O O N M ao rl m 3 O �° Qj L . . F-� U MM W J 00 N_ 0 bJLu:D a o J M U) (n LO Ii Model Name / Number: 1780 Plan Issue Date: Thursday, March 11, 2021 KA PROJECT NUMBER: 21-3102 Sheet: 4 Of: ELECTRICAL PLAN SEE DET. TB03� B.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F 7/16" OSB SE E "HIP /R BLOCKING" 20'-0" MAX 2G -0" MAX ** 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 CTIONS E Q• ■Iloilo 11011 IN A i EQ. BOTTOM CHORD GABLE END BRACING @-/ OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) SAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINOTHAT MAY BE REQUIRED 2) "T"' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 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 ft WIND SPEED (ULTIMATE) 1" MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY . IS EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20T045 DEG. INDAREA (+) VALUE DENOTES PRESSURE [4:12]-[12'12] (SO FEET) (-) VALUE DENOTES SUCTION a=4R „a „ „a „s „ '�iT' O AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -37.02 di1.06 -51.06 -51.06 7pgs 10 GABLE -37.00 37.00 -58 99 58.99 -58.99 •76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-03 (19d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ` ZONE 2e, 2n, 2c ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3c ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O,C IN FIELD ROOF SHEATHING: (D Q SHINGLE: IS," EXP. 1 ('A T11 . "32" EXP. 1 (4Q2o) r 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 36" x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN la,,", SHEATHING SHALL BE FASTENED �T WITH ASTM F1667 RSRS-03 10d (2r4 x 0,131") NAILS OR ASTM F1667 RSRS-04 (3" x .120°) NAILS a= ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12,12] @.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 SE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM la - SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END. JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN I,". O NAIL AT BASE 2 ROWS @4" O.C. W Bd COMMON NAIL. ©. NAIL AT TOP PLATE TWO ROWS @ 4- O.C. w/ Ed COMMON NAIL. © NAIL OPENING PERIMETER VW (2) ROWS @ 4" O.C. w/Sd COMMON NAIL. O NAIL INTERIOR AT 8" O.C. w/ Sd COMMON NAIL. O STAGGER ALL VERTICAL JOINTS A MAIL V D.C. W/ 8d COMMON NAIL O PLYWOOD SPLICES @ HEADER - NAIL SHEATH ]NO TO HEADER W Sd COMMON NAILS @ e O.C. 12) ROWS @ TOP & GOTT. © (2)8d NAILS @YO.C. TO EACH TRUSS END OR@ VERTICAL MEMBER IF GABLE END. 15132° OSB - EXPOSUREI SHEATHING PROVIDE VIDE B OCKINSECTION REQUIRED PER X-X IF NOTFULLHEIGHTSHEET'- R1111=R O FLOORSYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X21/2. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN I," (2)- 2x TOP PLATE BEYOND 15/32'09B EXPOSURE SHEATHING ____ u N n li u u I II' II II 11.. i F 11 11 II II 11 SOUD2x BLOCKING I @ALLSHEATHING IDIyy I II III III II II II I III II I ''ll I EDGES = -1 m3 III 111 C 111 II �I TI I III II II II I III 'I (SEE 3ECTIONXX) D III 1I I II II I 11 I I I I �- 111 III OPENING III 11 II 11 I III-_ ❑- --11 -II � x fll III III x 11 II II II a0� a III III1-11---- 111 II II II III II 11 11 2X8TUDSBEYOND. w w19i - .IIII IIII IIII II II -II I111 I II II I) II III 11 II II SEE PLAN x� m� IIII I II II I III 11 III It III It 11 I y IIII 11 11 I III If 11 it I IIII ILL 11 II IIII I I I_ It- 1 II 1) 11 I Ili II I __II __ I : WNNKMRSCREWLEFOP'. AW W WM6 17mA 3CF m1650 eFaMrvEMmm mussnCTNL CONNK Rlb Nwry MTNG� 7FNEM Ll cs, C10 C5 C3 c v, E7,EiF; E7V, w, x71, x7V L/R iB9 p"r lns Erals/PE ssMFG Rmu 1RSpN (9)l0a"la/z �>A C5, E6q H6A L/R 660N",l H10a/PERrR1E5 MFG 30WF (I.)I.d x 1-11 A93 MtC NI D03 L/q 908po,larl. H6A16/HEFal6 I.....1 . : MS MS. ,. L/M/P 36RIpor1"55 HE7a16/HETN6 /NPUl6 ]8109/181W/S SOp- l9 Oa"1-Sh' Ilvm.o-lk 0?E L/N. -H97"",la (E1xc A16/RHaQU I'll. ass 11p1 a / Mi�pp . L/M/0. (RN A36/HRJ/ 2)HEr 6 X/ Z35p/7365N / 11 / Oa -/2 EPMiED 5/ .R 1IH - I MP9pN SEI".N HiIO OA A${A L/M/P . HkTAl6/H10A/PEgmUS MG 1030p/lOWR/ (1 (>el3"a. va/x 9Yi}.' UMIR 15iW/�P/ rsa muss OF E6 a our oar G SSCu SHEM s/,I/mlo tRI R CATIO & M FA R az WN LprORpus a RE mss MArvusaw6tfism�as pfinw vcs - AIL4pNxbRp 651MPs0rvPP00W'!5 SIMPSON - CONNECTOR SCHEDULE MARK TYPE CONNECTORS FASTENERS SPF SYP OFRAMETO A MASONRY HEfAlGw/(9)10d x 11/2" OR HETA2Dw/I9)I0dX 110 1810 OFRAME .TO FIVWIE H2AAw/(10)8d NAILS 535 so TO MIDAw/(18)10dx 1112" 1015 104B ©FRAME FRAME H10A-2w/(18)10dx 1112"AT2 PLYTRUSSES 930 1080 RT76-2 D O FRAME TO FRAME MTS12W/04)10d X 11/2'(AT EXTERIOR 3 12d TOENAILS) LOCATION INCLUDEIS; OGG on MT✓12 LOCAT OFNAME TO MASONRY MGTw/(21)lad NAILS AND 518"AT.R. W12" EMBEDMENTW/ SIMPSON"SET EPDXY 93YJ 9B� MUGT15 12"EMS F O FRAME TO FRAME HTS20w/ 410dx 110 TEXTERIOR a) IA LOCATION INCLUDE 312d TOENAILS O ltzs 1310 HTW2 LOC FRAME TO FRAME (2)HTS20w/(4S)10d x 1 LT(AT EXTERIOR LOCATION INCLUDE(8)12d TOENAILS 2250 2820 (2)HTW LOCO O FRAME TO MASONRY HGT-2 wl(16)lW NAILS AND J2)5le"AT.R. w/12 EMBEDMENT w/91MP80N °SET" EPDXY (HGT-3 FOR SFLY) 10690 HUGT2 w/t2" OFRAMETO H MASONRY FGTRw/(18)1/4"x3"SDS WOOD SCREWS AND (2)1/2x 6' TREN NO ANCHOR BOLTS 3400 4725 RFUS J1 FRAMETO (1) LGT2 w/ (18) lGd SINKERS 8(7)1/4"x2-1/4"TITEN2 1760 2030 MASONRY SEENOTE96SEL0 ® FRAMETO MASONRY/ FRAME a) L072 w/(32)16d SINKERS&(14) OR (26)1� SINKERS FOR FRAME (EA) (2 z2114"TIER FOR FRAME( 35004M 3246E 40B0M 3776E a)LI iM x OR (3 JS FRAMETO MASONRY? __..._ (2)LGT3 W(24)V4"x3-SDS SCREWS 8 (8) 318 x 5" TITEN (2 PLY TRUSS) ". "" .�-� .. •-.._ 47304A 5010•F 6670M 0986E (2)1 $CREW ..-m 314• USP - CONNECTOR SCHEDULE CONNECTOR&FABTENERS w/(IO)10dxl ATION TION OFF SYP HrA18wl(10)10dx 1112 OR 1585 1970 HTA20 Wl00)10d x 1 112" RT7Aw/(10)Bd NAILS 515 585 RT78AwA17)i0d. 11/2 898 1020 1/2AT 2 PLY TRUSSES 935 1060 W/(14)10d x 110 UT EXTERIOR 1005 1195 ON INCLUDE (3)12d TOENAILS W/(28)10d NAILS ANOS/8'A.T.R. wI 3330 4485 EDMENT w/SIMPSON'SET' EPDXY Ow2A10dx 1117 (AT EXTERIOR 4 ) (A 12es lsso INCLUDE (3)12d TOENAILS 20 w/(48)10d x 11/ (AT EXTERIOR 2570 9060 INCLUDE (6)12d TOENAILS (EA) w/ (16110d NAILS AND (2) 618" ATA. EMBEDMENT V FAMPSON'SET" 7020 0790 EPDXY (HUG73 FOR 3-PLY) w/(12) WS3 WOOD SCREWS AND 7100 (4)3/4' xB' WEDG&BOLT ✓ 132)16d SINKERS & 00) 3100-M 3ID0-M 3100-F )GE-SOLT(2 PLYTRUSS) 3806E NNKERS FOR FRAME (EA) w/(24)1/4"x 2lrz WS25 13/8' x 6° WB (2 PLY TRUSS) 6480-M 7060-M NNKERS FOR FRAME (EA) 8480-F 7716E )41OFw/(20)16d&(10)1Od GA308C NAILS U#1950 'HD4101F w1(20) 1/4' x 3" CM355 DOLT & (10)1Od NAILS U#850 TO HU46 OPT HU046 W I% 10d NAILS B G41MO G#3000 HD46OPTHU48w/(6)10d NAILS& (Yt1825 W2015 ©BEAM MASONRY/ (12) 11V x 23W TITEN(TO MAS.) U#980 U#1135 (12)1/4"x 23W TAPCONS(TO MAS.) U#1030 U#850 FRAME OR (12) 16d 8(6) lad (FOR FRAME) SYP.F SYP-M OR (12) 16d 8(6) lad (FOR FRAME) SYRF SYP-M (2) HETAIS OPT (2) HETA20 1920 7920 (2) HTA16 OPT M HTA20 1870 OFRAMETO M 1-PLY wPLYWOdx11/TOR 1-PLY MASONRY 2-PLY w/(12)16tl ��" 0� ZPLYW(12)l1/2'OR 2PLY w/(12)18tl 2430 HTSM/8w/(8170d NAILS AND (4) IWX2 IA- 955 1110 HTWMl 6 v✓(8)10d NAILS AND 44) M4kl 319 1148 1225 FRAMETO TA R� WEDGE -BOUT O MASONRY HTSM20 M (10)IW NAILS AND 14) IA"x21/4" SSs 1110 HTWM20 w/(10)1 Od NAILS AND (4) 114-A 3/4" TAPCONS WEDGE -BOLT 1145 iZZS OFRAME TO HIOSw/(8)Bdxl 1/2- NAILS AND (2) 3/8'x4" 780 910 MASONRY TITAN HD DTT2Z w/(3)114"xl ltOSDS WOOD DTB-TZ wiIp 1M"xI IM WS15 WOOD © FRAME TD BE.T.R. EPDXIED wI 7835 21g6 SCREWS ANO (1)128AT.R EPDXIED w/ 1670 1836 MASONRY SIMPSON SIMPSON "SET' (eEE NOTE #4) SIMPSIXV "SET' (SEE NOTE #4) HTTSM(26)16dx21/2 NAILSAND(1) 5/8" B HR45 w/(26)1041/2'NAILSAND D) ® FRAMETO AT.R. EPDXIED w/SIMPSON•SET 4376 5090 5/8"2 AT.R. EPDXIED w/SIMPSON"SET" - 5005 MASONRY (SEE NOTE 94 BELOW) (SEE NOTE WI BELOW) HTT4w/(18)16d x21/2 NAILSAND(1)6/8' 0 HTT45 w/(18)16dx2112'NAILSAND n) OMASONRY FRAMETO A.T.R. EPDXIED wI SIMPSON "SET" 3040 4235 OWE AT.R. EPDXIED w/SIMPSON 'SE'P - 41K (SEE NOTE #4 BELOW) IEEE NOTE A BELOW) OFRAME TO H705 W/a4)lOd xi i/Y'NPoLB 785 910 LU071 W/(23)8tl X11/2'NAILS 875 1045 FRAME OFRAMETO HM9KTw/(4)114"xl VC'SDSWOOD 780 780 RT76Mwl(9)10dxl 12"NAILSB 1395 7396 MASONRY SCREWS 8 (5) IMN2 1/4" TAPCONS (4)1)4"x 1 3W TAPCONS FRAME TO VGT w/116)1/4"x5" SDS WOOD SCREWS O. MASONRY (1) 6I8'O A.T.R. EPDXIED wI SIMPSON "SET- 3666 4940 W 12"MIN. EMBEDMENT FRAMETO 12)VGT wl(32)1/4"xT SOS WOOD SCREWS - WO MASONRY 8 a) 59-8 A.T.R. EPDXIED w/ SIMPSON 5170 7185 "SET'.112. MIN. EMBEDMENT VGT W (16) lAW' SDS WOW SCREWS 8 (22) 10d NAILS HTT45w/(78) OFRAMETO FRAME HW4SD92.5wl 1M"x21/2"SOS WOOD 9Z85 4585 10tl NNL48(1)SI&'B A.T.R. 4180 SCREWS 8 (1)518"B A.T.R. WS& (2)HTT6 w/(62) 16dk2112"NAILSB (2)4RT46wd 2)78dk212NA1LS OFRAMETO Y FRAME S/8"OAT.R.(SEENOTE#4) 4575 5090 8(1)S/B'O A.T.R. (SEE NOTE#4I 5005 AFNMAI P.MNAc'mRN TF.%, 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS I 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 CONVECTIONS, SEE FRAM ING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES SCAB ON FULL HEIGHT GYP #12"W TO TRUSS VERTICAL WEB W/ (2) ROWS OF 10d NAILS W O.C. STAGGERED, 5. 12 MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 0. SCAB TRUSS CHORD WV-P 2z SYP #2(MATCH CHORD LUMBER SIZE) W/(2)POWS lad (�4"FROM END 84"O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUC14AS POSSIBLE pA MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/UNTEL9/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24"OR 32'O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASON7Y WALLS SEE DETAIL FIT 2IS8.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSOCF WALLS/UNTELS 4. CONNECTION FOR ALL CONTINUOUS HIM BOARD TO TOP OF MASONRY AT 32'CC MAX W(2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFUCT w/TJI (IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS w/(2)12d TONAILS O MINIMAL: CONNECTOR INTO ON FRAMING PLAN 1.//��-�CONNECTION FOR JACKTRUSS TO WOW WALL OR BEAM IG/ MINIMAL CONNECTOR UNO ON FRAMING PLAN ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE IRSH] 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 SOLID WITH 2X4 42 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH ad NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS' DU€.. TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS AAPP§MLLIIS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS O ".S.r . T. LUG lb A FOR TRUSS BRACING AND ADD15 NAL ROOF INFORMATION SEE SHEETS-4 FiLlE Cam/■ Y HIN ��2xif P.T. BASE PLATE BEYOND SEE al M W, SH 011INE In �• � r ,x SUB -FASCIA BETWEEN FLOOR SYSTEM g 10A, k"q © SEE TYP. t w ALUM FASCIAiFw �I� VERTICAL HORIZONTAL ., . 1� F I� I --► WALL ELEVATION r - :...o`,--ili1--1�,iY`I►I,, I�1.• ELL„ W/ i i/2� LONG], FLITCHI PLATE TO VW I. �!l�I�I m •_ ' ��l�l�l®ICI_I_IOI�I�II/,��I�I�I�I�I®I��I�IlI�11'!\I �.i% a SPACING !_11 I�I�I�I�' �' E 3N" SINGLE NAIL EDGE SPACING l/T DOUBLE NAIL EDGE SPACING VERTICAL BLACKING SECTION X-X 3"O.C. TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.Ts- ROOF CRITERIA -16"'''OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION SHINGLE LOADING VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" ♦♦ �.GFuEa . Q 0 .; No ` OFF n 000.0 F OQ. •'.(G @ N g g 8 n ei 00 r e (O 0 1- 00 -u � 4k xE 4k Qryrn WLL W -8m11y m�m$�. Wa a in a2' LL� a w 3 g7 VA 51 � s as .� 5� 91 tPimmw C GO J ��u m m 13 6 w m 5o� g Z0 U d a d s5 U J N 6 r WNAY.FDSENG.CDM 0 z Z N z ¢ e �cn a C4 - A Z N L/1 Ur m y � j O % Ln w -�-1 Ln 0 C a Ln I U W N mill noI C C No ¢ N o tlC0 �II� FLORIDA CONTRACTORS UCENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: 0 C O TH L v 0) rjJ v M J N 'a m 000 ® eI Lei J m W m U) " 1f7 O , VI Model Name / Number: 1780 V Plan Issue Date: Thursday, March 11, 2021 ® KA PROJECT NUMBER: 21-3102 Sheet: 6 Of: ROOF PLAN A �11 T L 1 A T �ilij G A111iY &UPLIFT LQA� ?SF 1RG I SO A3�F STA [S LINT IN N A 1 LENGTH SAFE Gi�AVI7Y APPL16�i GRAVITY LOAD SASE UPLL�T A#�PLIr:A ' I�P1 ITT! OAO BEAM CC)MPt�SITE MA Lti Ab#PF # PL F F / PF { L 3" S11 61�3 12 3,5,2 11 $O 8F76 270i1 ,Al a 74 ;4"-6" REC ' . , ' a2S 6 fi . > r . 2292 5,; �; = $RF14 43FSt ZS". ' ',.. 2080' &F16 113 16:8 :r 11361.' ': .''8F16 16/1T=`, ".. '8F16 111=1f`�ti` 4[5 8F16 -16 9L�4'",' 1843''� 134 ,� , , ' 116 , '' _ 8fi.16 - 19 / 1T,�rnl�r. „ TYP. TIE BEAM W/30DO P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) -10d X 11/2 SP5 OR SPS FOR 2x5 AND 2X8 WALLS v ;I. 1 e 7 DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VER , INTERIOR BEARING WALL INTEROR SHEARWALL 1, EXTERIOR FRAME WALL 8 CMU. "^ 2 x #2 SYP/SPF P T. W/ (3) 1/2" X 8- 'J" BOLTS OR (3)1/Z" X 8" EXPANSION ANCHORS OR (6) 3a X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX•DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03Q e� rnmlvlI ki I I/ wna/ JI I"nn) rvn�� , v N.T.S. RAAO/ KIDV nnhik]U!Tln Al nCTA11 #5 REINF. 2MIN. LAP 0" BAR A 13 OR *4 REINFORCING BAR �R. 25" MIN. LAP _Ai'lREJNFORCING HOOK AR #5 I AP SPI ICE SCALE:I"-1' O" 38�I' #5 REI�RCING_ * GRADE 40 U.N.O. 96 LAP SPLICE MS05 I REBAR SPLICE DETAIL - GRADE 40 I N.T.S. I ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 2-A" 12' O.C. 1 2 x 6 1/4" X 2AW 12' O.C. 2 2 x 8 1/4" X 214" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. w, ;ua CAJ i (2) 2X P.T. BUCKS W/ 1/2"O.S.B. BETWEEN , , FASTEN PT 2 NAILER TO MASONRY IF DOUBLE 2X NAILER ------ USE 1/4-X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N-TS- UNTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO— NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. - MIN. LAP 25" (ACI 530) TOP OF SLAB MS021 TYPICAL SHEAR WALL SECTION 3 -- --- - -- --- ------------------- - - - - -- - -- -- - -- - - 1 I ----------------- --- - - ---, ' I I I n3 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I r I I I I I I I I I I I I I I , l I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � , 1 I I I GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS AR E TO BE GROUTED SOLID TO TIE BEAM. 2. 1 #5 REBAR IN TIE BEAM IS TO BE CONT. THR O QUGH 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. I MIN E HS ARE CALLED OUT ON LINTEL CONTRACTOR INSTALLS A DEEPER LINTEL D PT N1TEL PLAN. IF CONTRA T LINTEL THAN INDICATED ON THE PLAN DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5.. (A) 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-0RETE F. RLLED WITH °ROUT / 11- UNFILLED SREBAR AT TOP R=RECESSED 1-1//2- CIEAfl REBAR At ScercoA Of LINTEL CAVITY �QTY.OFRS ZI = TOP KNOCK OUT E2 LINTELBLOCK COURSE 8F16-1B/1T 11 e—GROUT [QUANTTIYOF N LOMINALL WIDTH fSREBARAT *5 REBAR AT .0 `, BOTTOM OF NOMINAL TOP p UNTEL CAVITY HEIGHT ­BOTTOM REINFORCING 7b 'ACTUAL PROVIDED IN UNTE. IVARIE% TYPE DFSIGNATION 8' NOMINAL WIDTH GFNFRAI CONCRETE LINTEL MATFRIAI S CFNFRAI INCTAI I ATION NOTES 1 Pp Prat here le-350D pet. 1_Pnwlda M/ moRar and And!A. bad loin R Pc prestressed lirtde=SOM pp. 2. Sewn filled into, no reo,hed. 3. grouted per ASTM C476 fg_ 300(l Pei wj 3 InaMlaom of lintel mud compry with the amhdabiurel and/or strucWel drewHga. 4. maximum 3/8" aggree4gde all 8" to 11' slump. 4. "nabs are matxdeabmd with 51/2' long rlatchee At the And. to ecaorcnmtlab S. Cmaete mananry,nfla(Mul perA8TM CM w/ wreW col rdnpong and grouting. minimum net area compressive strength=201Xf psi. 5. NI IIneN meet or exceed L/380 wNcal dandelion, eempt llrt, Is 17'-0"end B. Ron. per ASTM Mill °rode 60. urger With a nominal ha ild a w meet Or axceed L/180. PraMre IT wand per ASTM A416 grade 6. BOU n, field added rebar to be boated at the bottom of Bm IIntel dety. ]. 270Iow rely AST mwi Man T. 7/32' dleadw re ednupa me voideel to the bottom deal far machenkq archorege. J/32Wpm per ASTMA5t0. S. CadAmplece dancrate, may be proNded In composite Into in lieu of concMe S. MadaY pro ASTM C2]D type M or S. mawnry unite. 9. SAN hold radaila based on rational deslpf anabals per ACI 31B and ACI 530 10. Ronda Product Appro.[ No. AMA AS. The exterioraudece of vad. mroeied H adefor cormrete mawnry walla Mal have A aoadrg of stu applied in armmanca wM ASTM C926 or other approved coating. 12. Untel, loaded gmu6eneau,ty with vMbo IWaAry artl uplN) entl tmrbonbl INtare6 oatl, ahaW bq ceecxetl fa eaaMne londingwah the ldlowFg puetbn: MIrW wedual load y Applled horizontal load < LO Safe wrUdal load Safe herldrntal.&I — O:' O: O �� 00'". O.O O SRFt34B/ST 8F8-OB/ST 0 SRPL4IB/iT 8P18-1B/IT 0 0 © O 8F2018/IT "0• ' O O 010 ,0 BRF2RIB/1T. BF241ei 0 O F SF28 iB/1T b o o 8F32 1B/1T 1 , I r 1 1 r i I I I 1 I I I I I I 1 I I I 1 1 I I ------------------------------ 1 I 1 ------------------------------ I 1 3 � L1 , 1 I 1 1 I I f 1 1 I HURRICANE 1 I I I ANCHORS r (TYP.) r.____- "_______ ________ I 1 n3 31 1 , , PR IL 5 -1 ccRM &GROUT SOLID IM I 1 W NR AN ----------------------- ------------------------------------------------ BAR CONT. RM85 12'r LINTEL DETAI L 1 3 4" = '-0" LINTEL PLAN SCALE: 1/4" = 1'-0" ELEVATION DA" REViEWED FOR CODE COMPLIANCI T. LUCIE COUNTN BOCC PRECAST'U" LINTEL w/ 3000PSI GONG. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETErWITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT R R STD. 90 HOOK • ` ILE COP' ' ro rc STD, 90 DEGREE g REBAR ON BOTH SIDES ANGLE 3000 PSI OF OPENING U.M.O. " DONO, W/1 #5 DIA TYP. BOND BEAM REBAR 8" x S' x 16" K.O. TIDE KNOCK -OUT LINTEL BLOCK X FOR FIRST Flu. W/3000 P.S.I. PLATE CMU COURSE CONC. W/1 #5 CIA. W SILL & FILL SOLD REBAR 11.199 BAR FOR ALL IOW OPENINGS S'.S" LARGE INDICATES FILLED a, x a- x 18' CELL FROM FRB. TO CMU U.N.O. BEAM WITH 1 #5 a. BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) SEE FOUNDATION PLAN SEE FOUNDATION FOR LQ®A PLAN TIONS MS01 BLOCK WALL REINFORCEMENT NT TORRF . . q .•�NSE � e CO g�0 NVyo ri W o. U1r' o z3 w ° Iilelil?\ N J h 5g og I" y lit 00 V m o g r�.p.Il ik to LJ q�N23T LL LL LL as a m SSW Wa' ui yl�j € 9LP1238- Oct, oIfi go wffl Ee Z ° § c WWW.F08ENG.COM ❑ ❑ ❑ Z o „_. PJmmn Z N Z d rN', in i6i d rH n q Z N � y 0 w i Ln c a Ln ZS trr11 ---- a�o� 41m FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFEIREEZ.E PARKWAY GULFRREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® JJob Information: /NN�rr Ilrtr. O Z O eH � W O F o m m o ai 00 �q 3 % 0 -/Jy\ L1J v o J W C!) LO LL Model Name / Number: 1780 VF—Plan Issue Date: Thursday, March 11, 2021 KA PROJECT NUMBER: 21-3102 Sheet: mJ11� Of: LINTEL PLAN SIMPSON HETA 16 2x6 #Z SYP P.T. EACH END— W/ (2) Yd'x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER :'•:'. ,i TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o Rill BOLTS WASHERS SET IN " FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o a SECTIONAL O OVERHEAD DOOR CONT. P.T.#2 WOOD SYP 2"X6^ :,• oonerrrrr TOR- ,°s` l p. TRIM o •p. a° O • '®���'. SE° ' $ '7 2"1 P.T. WOOD JAMB q ,' ° :,h. t1a CV. m o „ DOOR AND CONNECTION PER ui '.�4` c P c,'H ' GARAGE DOOR MANUFACTURER GARAGE SLAB ,°O o •, T_ 0.,\ TYP. GARAGE DOOR , R 'SSIOes� TRACK MOUNTING DETAIL o o � N NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 4m c0 1* O co ti 00 �w WMcof- ¢����le� s=9FULL pE � 8 �y�&,v s m � � � •fi9981$O- §" 6 nW.B w 4 Byikg $` o. BLOWN -IN R•30INSUV+TION PER FBC s cc 3 3� 2 v °i 2 C[ s 6- N S 3 0 W= gvi PERMIAND T APPLICAERGY TION ON PROVIDE BAFFED LES ` @ —BLOWN-IN R•30 INSULATION PER ' i2 AT EAVES (FOR VENTED ATTICS) gZ. w C0 S12 NPROVIDE FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES OR g E a F WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) v �ZSEE BAFFLES AT EAVES OVER F $W 11 PLAN (FOR VENTED ATTICS) - PPER FBCR 905.11 OVER AUNDERppMENT D 11 u wvAv.F�sen ❑ ❑ ❑ PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- 0 'n ///��� ` 7 / 1 1 Z 0 , FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES ®24" O.C. SHr - ON FRAMING SHT. FOR SHTG &FASTENERS. OVER APPOVED UNDERLAYMENT 0 iV1,/) ' PER FBCR 905.1.1 OVER APA ROOF SHEATHING -SEE SCHEDULE- PRE-ENG. WOOD ' - TRUSS ANCHOR (SEE PLAN) - - SEE PLAN FOR Z N Z cv `�7,I ` m ` ' ) ¢ � TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR : _ _ _ BRG. HT. iV SHT'G &FASTENERS, , • w a .. ., ' r TRUSS ANCHOR (SEE PLAN) III DRYWALL ' FELT PAPER OR • ' ° EfAL DRIP EDGE _ TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE "v 2X SUBFASCIA ' (TYP.) FRAME FOR BUILT-UP W1 0 TO — _ 3/4" P.T. NAILER �1 ARCH. CORNERS min (3) 2x4 OR w 9 1/2" DRYWALL PLANS ,SEE plA� 4x4 W/ 2x4 POST UNDER EA ^ � o `m tMETAL DRIP EDGE 1/2" DRYWALL � , CURTAIN NAILER f 8 x 8 x 16 K.O. �"', END OF SUPPORTING BEAM. 2 X 4 P.T. PLATE KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" / ' l.1 — .a �p "' vUa CONNECT ALL 2x STU 2X SUBFASCIA 1 x 4 P.T. @WINDOW$ LINTEL BLOCK 1 x 8 P.T. @ S.G.D. „ p,H, W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. 6 � = m TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. " SEE ELEV. 3000 PSI CONCRETE " (TYP.) ALL SIDES / .�, \ \ (TYP.) FRAME FOR COR- / OO �� 0° FOR NON LOAD w o I'\ PLANS PRECAST "U" LINTEL u NERS v 1/2" DRYWALL SEE SCHEDULE",, v a v +�. BEARING SIDES NAILED i/o.° ° o.° ° o.� 4L,,. SEE PLAN FOR HEADER SIZE W/ 16d NAILS. @ 8" O.C. U m o ` 19 Q P 0 v V. S \ ° 4EII4N 15132" OSB EXPOSURE 1 ON 1/2" x 8" J-BOLTS ` TYP. 4 COURSE HIGH A.F.F. DAMS HOMES o.H. EXT. WALL W/ ALL EDGES BLOCKED. MAXIMUM • 2X PLATES MAYBE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. % (1) CENTERED EA. CMU BASE FILLED w/ CONC SIDE W/2" WASHERS � � T ADDED BELOW THE HEADER W/ EACH BELOW PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" r yy 4 VERTICAL RENF W (Typ,) / ( ) / FLORIDA CONTRACTORS LICENSE NO. CRC1330146 STAPLE @ 2" O.0 EDGES AND FIELD. NAILS AT 8" D.C. NOTE: 44" MAX. SILL HGT. ON t, FILL CELL-(1) #5 DIA. HOOKS INTO FTG & AT TOP ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI OF COLUMN PLAN Al -AZ 3000 GULFBREE2E PARKWAY " CONIC ALL LOCATIONS " —WE R GULFBREEZE, FLORIDA 32563 SHOWN ON FOUNDATION " VINYL FRAMED WINDOW w/ SCREEN " &FLOOR PLANS y: ,MPLIANCE DIVISION LOCATION: (G.C. TO VERIFY W/FLOOR PLAN N PORT ST. LUCIE LOCATION OF OPENINGS IN WOOD WALLS. 1'F NO u SIMPSON SEE FLOOR PLAN T" a IL � � EXTERIOR w/11-10d TO BEAM ------- FOR BEAM SPEC. BEAM OPENINGS ARE INDICATED, FULL ,. '� & TO FRAME BELOW y�t� I �xc � jot) Information: STUDS ARE REQUIRED). r NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW ` ell SCREEN WINDOW STOOL N CEMENTIROUS DECORATIVE PER SPECS PRECAST CONIC SILL FINISH 7/8" THICK PER ASTM PAPER BACKED FOIL R-4.1 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL PER FBC AND ENERGY FOR 1 1/2" DRYWALL MORE INFORMATION). SEE TB13 ON SHEET EXTERIOR FINISH - SUBMITTED WITH PERMIT , % (SEE ELEVATIONS)LID APPLICATION FI(�('� LE P Z = FOR NAILING INFORMATION FOR FTG. DOWEL #5 DIA. REBAR V V W 0 N a} R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING ��\\ 17" IN CONCRETE - 25" 1 x 4 P.T. EXTEND (ACT 530) ABOVE m M Y AND ENERGY FORM SUBMITTED BASE NAILER SIMPSON HETA20 °D° w/ 112 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. STAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN Al , Al BUILT-UP CORNER MIN (3) 2x4 W 10-10d TO COLUMN / OR 4x4 POST w/ 2x4 UNDER z oo 3 d MIN. 6" FROM END - SEE WS07 POST 00 � � V WOOD BASE FOR TERMITE SHIELD PLAN FOR a EACH END OF BEAM N SEE FOUNDATION PLAN SEE FOUNDATION ' • ' LO U16, O FOR SLAB INFORMATION TOP OF SLAB --- -------- SLAB INFORMATION TOP OF SLAB ,{ _. — _ '- `Y NOTE: ' . 2 X 4 P.T. PLATE ' ^ ' ^ — *— * - *• — *— * * * �, BOTTOM STRAPS MUST B E s INSTALLED ON INSIDE OF Model Name Number: / _ _; GRADE COLUMN. DO NOT BEND , ,TLa:," c GRADE STRAPS UNDER PLATE. ,�r,$•��° v° 1780 ( c PLACE STRAPS IN FILL Plan Issue Date: CLEAN SEE PLAN FOR ',., CELLS III REBAR 'r ` ; II COMPACTED - ti 9 .:. .. RE -BAR QUANTITIES I —. ,. •• ;. FIL FILLED w/ CONC HS E PLANFOR FILL I + m ..•^.4. "•: °• SIZE. TOP OF COLUMN BASE - Thursday, March 11, 2021 KA PROJECT NUMBER: PLAN SEE PLAN , SEE FOUNDATION 2'-0" AFF • ' SEE FOUNDATION 16" FTG REQUIREMENTS '-�j PLAN 21-3102 FOR NOTE: DETAIL CD21 / S•2 MAY BE SUBSITIITED FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'-0" DETAIL - UNLESS NOTED OTHERWISE WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS I `tTTtToorl T `e i E (. Q PROVIDE 2x4 ON TO ° FPS 1 0 OF 2xS TO BLOCK OUT 2 ROWS 12d @ ��111i IR IT - k TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 4B" 2x4 STUD 4A m PER. PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP 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 21 Z" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF " - m ei 00 00 F_ TOP PLATE TRANSITION 12a NAILS @ 3" D.C. g =�00 €li lu PIPE OR DUCT w/ UBLE 12d " 0 a PENETRATION THRU TOP SPLICE B N c 3m=" W'S I`F a TOP PLATE w/ MORE a � o 8 W, a THAN 50%OFTOP ROW512d fuss, ss5, Oa gm o_ x PLATE WIDTH INSTALL @ 3"-0.C. g m r8 1 Q� eN t SIMPSON PSPN516Z g"t„ w w .' � ¢ O w/ (12) 16d NAILS TYP. . $ n 8 w e I~i w ¢ a TOP &BOTT. N, 'date 0 0i OTTOM SPLICE 8 NOTE: @ ALL EXT, CONDITIONS ATTACH 2x STUDS i � „ E m Z TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD oegs tll SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ ' � a www.r-osEnccoM ❑ ❑ ❑ (1) SIMPSON H2.5A CONNECTOR. @EA. STUD TO ,n TOP PLATE W 8d 2 1 2" x 0.131 NAILS 0 * NQT REQ'D. WHEN QT SYSTEM IS APPLIED Z o NOTE: Z w PLATE LENGTHS MUST BE AT (EAST 8' 0" LONG. TYPICAL 5 Onn WF17 TOP PLATE SPLICE DETAIL v�� 0 DID all V) Ln ao a U N E m EXT. OUT BEAM TO SUPPORTSIMPSON HUC410 a �+ TRUSSES IF SPECIFIED ON PLAN 'r — oil 9l9i - J 144 * PRESENT. i-----------------! PLANET SEER OINFO i----i--'I --'_--.� �om 4m 1• 144" 14•i CRIPPLES MAY/MAY NOT BE ESE VERIFY HEADER ELEVATION SEE ROOF PLAN ; FOR BEAM SIZE I DAMS HOMES u 4 (2) 2x 4 LAMINATIONS W/(1) (3) 2 X 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED S6d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.1487, L= 3") OR EQUAL (DE INTO OUTSIDE INTO �, FACE) I) D - 0 182E L-H33/2°) OR EQUAL L 3.L/2CH (D =EO 6TOR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 W L JACKS KINGS I JACKS I KINGS SIZE EA END EA END JEA END IEA END LESS THAN 4' (1 1 2) >4' BUT <9' (2) (3) 2) (2) 1 '-0" -L6 3 4 3 4 HEADERANCH00. I NAILED TO TOP PLATES, &CONNECTION INFO HEADER&JACK I i FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE N0. &SIZE OF - SEE FLOOR PLAN - - _ - _ 3000 GULFBREEZE PARKWAY & GRADE AFTERTIENDS (_ _ _ _ _ _ _ _ FOR COLUMN SIZE & " GULFBREEZE, FLORIDA 32563 _ BASE CONNECTION INFO _ _ Y �r SEE PLAN FOR (2)LSTA 3D OPTION A OPTION. B .,. �'E k; .;,,� LIANCE DIVISION LOCATION: BEAM SIZE 1/2" OSB FLITCH PLATE dogs SEE FLOOR PLAN FOR REQ'DONLY .WHEN INDICATED *-,T. L C E COUNTY. PORT ST. LUCIE ♦ Job Information: ESPACE AS SHOW' WO 11 APPOSITE NAILS ARE DRIVEN FROM 3)SCFOR WSO EQUAL OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) COLUMN SIZE &BASE ON BEAM SCHEDULE/PLAN 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION.15.3 MR 2X CRIPPLES @ 16" O.C. SEE SCHEDULE CONNECTION INFO BOCC THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. - W/ SIMPSON SP2 TYP. 1" I TOP AND BOTTOM LS SECTION A-%� WF37 TYPICAL COLUMNS DETAILS N.T.s. sraccEaL?o� 12" O/C EACH SCALE: 1 1/2" = 1' 0" * WHEN STUD LENGTH FACE OR 3-ROWS 1S LESS THAN 12" USE 12d NAILS STAGGERED ATEACH @ RG" FOR 2 x STUDSTRAPSED/CAT R STUD WRAPPED OVER OR GREATER HEADER A F A TOP PLATE & NAILED FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR SOLID W/ GROUT. (NO TO HEADER EACH SIDE FILL ALL HOLES IN 2 #2 SEE PLAN FOR �'• DOUBLE x TOP OF BEAM ei FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) STRAPO S.Y.P.SY HEADER W/ 1/2 FLITCH PLATE EE ROOF.PLAN FILE COPY W 4 ..., SIZE &o_ m M : - 10d NAILS® HEADER. (U.N.O.) ONNEFCTION INFO. ------ C \ +�•' 8" O/C TYP. _.- ___ --� „/ca N 00 `i `) � FILLING AND BLOCKING AS DOUBLE 2 4 REQUIRED FASTENED TO 7 L� M3 � U W Op 0- r X � • CRIPPLE STUD HEADER W/(2) ROWS SEE FLOOR PLAN FOR TYPICAL (U.N.O.) OF 12d C 16" 0/C UNLESS COLUMN SIZE & BASE. O M�M �W�1 ♦�/1 X) u- M • •,', NOTED OTHERWISE CONNECTION INFO J M ✓ v J F.F. ♦ Model Name /Number 17$0 OVERHANG 2 x 4 STUDS TYP. SIMPSON HTT4 W/(18) ♦ Plan Issue Date: 16d NAILS & A 5/8" EXPANSION ANCHOR Thursday, March 11, 2021 :;:,;..,.. EMBEDMENT EN.O. , o r•,' O,PFNi OR8"1/2"AT GARAS VI KA PROJECT NUMBER: STEP DOWN A FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" * * HOLD DOWN CONNECTIONS P.T. BOT. PLATE NOT REQUIRED @ BEARING NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D.I WALLS WITHOUT UPLIFT PLAN FOR MOREINFO21-3102 Sheet: Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF09 WALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 45° MINIMUM 2"x4" - CROSS BRACING y-- (SEE PLAN FOR LOCATION) y `y BLOCKING I ` I 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 @ EACH TRUSS WEB I l u rra,� T11301 TYPICAL CROSS BRACING DETAIL N.T.S.TB02 TYPICAL CROSS BRACING DETAIL N.r.s. a,�A1n %���� PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. �� C C•0 '•° BETWEEN TRUSSES W/ (2) 12D a -I NAILS EACH END TO TRUSS TOP = N ° p O CHORD P ✓ /' L O C;.• A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED TRUSS BRACING �1,', cz.�: C' -OVERLAP WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP `ascllL'/T° � l A TRUCTURAL ---'-- PACE G.T. SHEATHING N ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 92 it TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - "" OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d <o a o ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING .8 g F W 1, SEE PLAN I— 00 p ti �� 0� 6m LL LL LL Lo 4 BLOCKINGJf §�ER�iB OvNW9G W $ IoI a 5MoS Wa BXETWEEN TRUSSES HIP TRUSS s W �� I,i - 4 9 42i?�m N W SFCT A_A aiLiu+.G.O a `� g Z c LL c a 0' O ,v 13 0 sQy° N TB03 HIP /RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.rs. wN yn � N,A �.•- m m Q S�ga{e 2N m� ` a k Ee. pV J Ei �8Q � 8 z s W U J N �m c � �©� F �WW\W\.NSENG.COM CD Z �n i J g +� \ J' Z o a TRUSS NOTES: a rn 1WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2014 [TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA 15 GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND ~ N BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT Z I 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 OFANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONEAREA THEY SHALL BE SPREAD OUT �� N j EVENLY OVER A LARGE AREA 80 AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (D11,09,66) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL 2 LATERAL BRACING SPECIFIED BY TRUSS MANUF- SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-O" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 0 w 'VOO & BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT C 4. ADDITIONAL BOTTOM CHORD BRACING SHALL ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. Ln trt r m SEE TYP. TRUSS BLOCKING DETAILS IF to t O C I " J i 1$' SHEATHING � � c 3 TO 4 TRUSS 2x4 AS SHOWN 00.1 TRUSS SPACES ALTERNATE DIRECTION Q N O RUS T.a A v®ANTS HOMES VERTICAL SCAB 2X6 #2 SPF 46" O.C. W/ (4) 12d TOP & BOTiOM OR H5 SEE TRUSS 12} NAILS SECTION TO EA TRUSS _. ..... FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE OF (4) IOD REQUIRED @RAFTERS GREATER THAN 8'-0° _ 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN ouBLETOP DOUBLE PUTE TOP PLATE SCHEDULE FOR SHEATHING DETAILS �Iy DIVISION LOCATION: PRE�NG. TRUSS SECTION B-B VARIESw ROOF t I"'"' FOR 2xSTUDWALL SEE PLAN �� , LANCE SLOPE ,. PORT ST. LUCIE �` V1^"' CONY. FRAMED RIDGE MAY BE NAILED w/MIN, \ 2X4 SPF BLOCKING / e _ COUNTY �' 91i ! � Job Information: VERTICAL SCAB 2X6 A2 (4112d WHEN IT LANDS SPF 48" O.C. W/ (4)12d \ \ BETWEEN TRUSSES / / _ 'J"�^" NEXT TO PRE{NG. TRUSS 2zFi BLKING. NAILED @EACH TOP &BOTTOM OR H5 OR G. \ / \ @ 48" O.C. MAX. /socc SIDE W/ 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl B REQUIRED w/ (2) MTS12'S RHQOU ISEOO @ RAFTERS GREATER \ \ 2X4 SPF BRACE \ / ry \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY d \ \ ALTERNATE DIRECTION O SHEATHIN RAFTER \ \ \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) i , If) @ EACH ENO, CONT. EACH BAY p TB 2X4 SPF W/(2)#TX31/z" / / TRUSSES / / SEE PLAN W O ALTERNATING DB WOOD SCREW EACH TRUSS ORH5@48"O.C. FILE CAR N M BLOCKING > LO N PRE-ENG. TRUSS \ / / � 00 11 3 O CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYR \ \ / / (, L_ U • • � 00 LZ CO SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / f — CO W � O B (USP MP4) @ \ \ O LL 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}12d NAILS @ DIAGONAL WOOD 2z8 #2 SYP RIDGE BEAM 2'-0" ON CENTER 2X4 SPF BLOCKING Model Name / Number: AT 80TRUSS EACH END MAX J(" 2X6 RAFTERS @ 2'-O"O.C- \ A/ BETWEEN TRUSSES MAX. W/ (3) "12d COMMON Y @ 24" G.C. MAX.W/ / \ WALL BELOW TOENAILS To RIDGE BEAM 2X4 RAFTERS SPANS LESS � / . \ \ (3)12d EA. END (TYP.) �� (SEE PLANS FOR TYPE ) 4 FT @ o80 oFCRMAx W / (3) 100 SEE PLAN CoNC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD . Plan Issue Date: - T & B CHORD BEARING SUPPORT 1/2" SPACE Thursday, March 11, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING � KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 21-3102 2x4 S.Y.P. @ 16" O.C. Sheet: SA Of. TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL N.r.s. ROOF FRAMING AND BRACING DETAILS \\\\\\\\\\\\\\\\\\\\\\\\\\\ THERMA-TRU INSTALLATION\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ KEY DIFFERENCES CHECK LIST 91 6" ri E Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE a 6„ 6" SINGLE DOOR SINGLE DOOR W SIDELITE All Ca 3„ o.. n 3" 3„ 3" 3- III - - ill E r 1 3„ 3" 3 3„ 3" 6„ DOUBLE DOOR W/ SIDELITES 2A rE n 6" ;PACE :VENLY SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-090 IN FRONT OF MECH. OR APR'. WHEN REQUIRE _ 4" DIA. CONCRETE FILLED PVC. PIPE. o TOP OF SLAB I op Z I `II III °1 c v a vl O z I °r- 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTIO[\t BARRIER DETAIL N.T.S. ,PACE VENLY SEAL NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8'. MIN HEADS. 6 PER SHINGLE. Wnaeo0 gWe cau'g° U s' COOn��ga � to 0Cc o 5t4 god Gwloo / .. save 7" valley cen[edine r SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EVER. WALL RNISH AND NG A LOCATIONS) MINIMUM ODI6" ABOVE 6"X6'AGALV. VERTM RISE OF FLASHING VERTICAL WALL BASHING CONT. AT KNEEWALL _ TEMFY PLASTER STO. 6EAIAW ROOF SHINGLES is 5"X6 FL X 6" H GAM CONT T "VG OM.1 FI FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED a° HOB¢. AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" 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 F'.�.�N1/2" 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 I- - 1 1 M* IN:p►a. EWf5+04T �a-arrr v..�y,.-tea ®C�w�E■ 5 s 71T rtr�Ar�--•-- i� tam O.A. 4O HEIGHT TYPICAL FRAMEOPENING_ WINDOW INSTALLATION :THE :HE mA t MPXI —�s #10 a>aerfn Ftn Similar Rscad VIEW NwIdm of 1 1 Hetlmum Fasimer Sparing Well Framing: (lambs Head and Sill) #25prupe/Mne/Fa 8" 8" 9" al or aetw $iif alma #10x1-112" $mesv, Knimum Penerapoe Gfe"goad 1.3/8" cross 5erdor View E#erior Sheathing Step 1 Measure a be are the opeift is 318" to 1/2° layer 8'ianthe wimkw an both verbally and hotzonally. ' You maYwish o iawdr0 the installaWn (roles In the On at this tine. Psamperd aye ymecM Memam as May are not aeoFsa soared canxIty Step 2 AppH a generous bead of sXimne to the backside of the mounthhg In, Use enough slromle ro sulfidemly fill all voids between the fin and the wall sheathing. , Step 3 lmertthe wkdow irno the opu" fmm the outride The widow Is labeled "inside" and "outside, but if tese labels have been removed, the glazing bead should always be ID the Inside of the building ,,net a� QP Uj J : o JA •'. iel°•• �fI•Y ,,�tittl llgff#f. 0T.. R.. � EP •"�N SE °• ayA G a1 p 4c "--t �e OF'rig L:�P,•' ' �; '>\1?• I g p iQ �9',, e .` Step 4 I siall shirrs under the sill, adlusmg them until the uM isplumb In the opening. Shims shoed be metalled under the sill every 2 feet. The window should be besdai amered in the m with No more than /4" ap beween thewhdow and wall framing. Slap S IrWAXa#SO X 1.1/2"screw4 from the caner of the fin at each and of the head sill and both jambs. Step ImaX Me remaining fasteners ma' IntmmemG from the cnmsaews erto the aster ofexframe member. framember. UsewrenotMover- tighten the screws eM purl them thraagh the fin. Also, make sure the screws goinshalgiftancl do mtmuse the frame In bow. Well framing Shedd be a hmnimum of #25pma/Plnepr. Fasteners should be#10 screws of sufficient lengthto aLhleve 1-311irpernehandon into the oat and no less than.112"from edge of tram Fastener arntiees needed In mTdh side of frame o aNreve 8" ofRarne Member 10" :18" 26" 34" 42" 50' 58" 66' 74" er I o0" Numberot Pasaners 1 2 1 3 1 4 1 5 1 6 7 0 $ 10 11 1 12 1 13 Step 7 Remove excess slicone"squeese me from around the fin and Inspea far holes or wNds. Use silicone to NI my volds. Sep 8 tf desired, a faam ealabon on beapplledto the interior gap between t he wdbow and wall hanirg. R applied, oatfm srbe #re NON EXPANDING TYPE fW N, SepS Srla these wmdmvs am typiaay used In rooms WXh high mdatue,Is; batlaaoms, if is reammsmIed am the h#erla gap between the wirduw and wall framing also be sealed with slldone and boded so as not to IntMere with the bsahabon of W '0 wallboard, tot or trim. 7 F Step IS Once al anstructon Is conhpk¢e, remove the bubble wrap from the Inside and oWYde of the wodmv. If necessary, dean th plods with a nald detergent and warm water using a soh doth. Failure to follow these procedures will void any and all warranties. 4� tp v o f U) ro 1- lJi tii ON1�'up 8 q'�B$s w o- B a x % " t s °'• rri y Product Approval Submittal Affidavit Li Zap z 0 ors s�'s 3 ° 3 Building Address: Contractor: gal& o Building Permit: �e g? LL o oRU 8 a V) < .E G Product Design Manufacture Model # Attachment Approval # 9.§�A n 6 J 8 Pressures Method r8 t.w� WWN.n)SENG. ❑ ❑.. ❑.. Roofing: 0 DADE 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING R30310.1 z NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. z $ _ W/ 3/8" MIN PENETRATION THRU SHEATHING Z I., ROOFING VENTS: DADE FIorida Metal FLAMCO IF WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, ti COUNTY APP. M E 4" D.C.FL21580.1 R-2 Z Nto L j V J ROOFING UNDERLAYMENT: lL 9 TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL $E APPLIED AND 1st Choice FL12328-R9 PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH V m ua. R905.1.1 _ D O w 2 Overhead Garage Doors: Ln! I 53W5 1st Choice 1 +30.0/-30.0 CLOPAY 6 X 7 2"x6" P.T. WOOD JAMB WITH FL16546.8 53w5 (5)1/2" DIA. x 8" "J" BOLTS — Soo 8 S 2nd Choice +30.0/-32.0 CLOPAY 8x7 FL15279.64 U rR1, oa Swing Doors: a', A o a I {� 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK A77ACHMEM TO BE ATTACHED WITH 3/16' X 3" 11L20461.11 FIBERGLASS DOORTAPCONS MIN. 4" FROM TOP &.BOTTOM OF INTERSECTIONS FI-0 .12 - THERMA TRU-CORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL +67.0/-67.0FIBERGLASS DOOR FIBERGLASS DR BEATTACHED WITH 3/16" X W WOOD SCREWS MIN. FROM FL20461.1 9 DAM■S— —HOMB .� 2nd Choice PLAST PRO ALL ONE TOP& BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 htS THERMA TRU FL20461.2 Sidelights PLAT PRO REVIEWEr FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: ;LODE COK GULFBREEZE, FLORIDA 32563 1StCholCe MI WINDOWS AIERIES4bilb20rSGD. LI.,r Fl15332.4 DIVISION LOCATION: MI WINDOWS 8EIlIE84403GD FL15332.12 PORT ST. LUCIE n Alum. reinforced ® Windows:Job Information: 3540 SERIES Turin SEE BUCK DETAILS (THIS PAGE) FOR UNrr INSTALLATION USE 3/16" TAPCON 1st Choice +40/50 MI WINDOWS Single Hun (fin) ANCHOR WITH MIN. IM" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.9 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hun (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17891.2 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFEIENT LENGTH TO ACHIEVE I'/," INCH MINIMUM EMBEDMENT +50.0/-50.0 MI WINDOWS Single Hung (fin) FL17876.2 orf IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES SingleFL178944 HGng (unless) frame Mullions: M•1928 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO DONOR Un St •ge MI WINDOWS MUIIIOn 3 16" TAPC N ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1Sa p CD M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 ,-� LL,I m <f ull'o EDGE DISTANCE rig cA (h Fixed Glass: > i 1st Choice+50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 l WITH MIN.1?4" EMBED. TO ALL FACTORY DESIGNATIONS Z Do BEFIALL HOLES NOT DESIGNATED FOR TAPOON SHOULD LLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE ® —Mi h"Jj 5/8" MIN. EMBED. INTO WOOD BUCK. —j 00 0 (Allll U0 � Soffit: TI Model Name / Number: Standard vinyl Staple 10" on Center In dlrecdon 1st Choice +66.0/•71.6 KAYCAN LTD of ten th FL16503.4 R3 1780 Plygem / Vanform Plygem Double 5 1 Double 5 standard (vinyl) 10" FL12194.1 Double 5 stands d standard Anyl I staples solid 144 vented -145 rL12194.2 VI Plan Issue Date: Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS Thursday, Match 11, 2021 1st O•c SH TTER &GLASS Storm Panels FL16293 R3 KAPROJECT NUMBER: I have reviewed the above components of cladding and have approved their 21-3102 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: Fl. # 5612E; Sheet: S-A. # 878e4 ,5 Of: Name: Luis Pablo Torres Certification Number: MATERIAL Name: Certification Number: REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW .RESISTIVE BARRIER & NECESSARY IN CORNERS THROUGH - �. WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. General.Exterior R703.1 envelope lu ell awalls shall provide the buildingwithaweather-resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. WEATHER WINDOW UNIT _RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed anti constructed In a manner that prevents the BARRIER s EXTERIOR SHEATHING WOOD FRAME CONSTFL SELF-ADHERED FLASHING 314"-1 "BEAD 'OF CONSTR. ADHESIVE T BE APPLIED UNDER SLOPE 0,3 in :12.0 in SELF -ADHERED FLASHING accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. - BY LAPPING DOWN OVER RIM JOISTAND UP THRESHOLDOF DOOR AND RETURN WALL BY6IN, ORJAMS E". ID NAIL BRAND (0.6 an : 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAIL R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 ATHER OR EQUAL FATHER PROOF CAULKING asphalt feit shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where Joints occur, felt shall be lapped not less than 8 inches. Other approved materials shall be installed in accordance with the IJ WEATHER HERED FLASHING /� EXTERIOR _ battler Installation Instructions. The No.15 asphalt felt approved water SELF / CEMT. FIN, WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. UCCO. water-reslstive manufacturer's or other -resistive RESISITIVE PER FBC-R (CURRENT EDITION) 703J.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS �( manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUSFLOOR (SEE DETNL WP07) R703.7.3 Wateuresistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (installed In accordance with Section R703.4) intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: --' 1. at, fold up & temporariry secure weenier RIBA J IST - P Refer the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above header to allow for flashing installation BUILDING numbered items in the IISt Of InStTUCGONS below: wo l to o Exception: where the water -resistive barrier that is applied over wood -bases sheathing nos a water resistance equal to or a flashing plus head flashing under g p 9 2. resistive barrier resistive harder - PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of e0-minute Grade D paper and is separated from the stucco an intervening, substantially non -absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and 1 1 8 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 2 U 2O 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, g• vinyl flashing, hemembranes and mechanically attached Flexible paper embedded in the adhesive layer) - for ease of installation and to minimize with t ma flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied In accordance with the manufacturer's Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING W SELF -ADHERED FLASHING `n, ry P ®L CEMT FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W PO 3 scoring Outs instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A V V 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the buildingwall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and ntraction, ASTMC1281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING CONSTR. RUBBERIZED ADHESIVE ASPHALT 6. Fold as Shown by afrOWS exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING - � 3/4"-1" BEAD OF INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle Of Comer may adjust folding of the flashing accordingly to fit g y vary, j g g g y flashings shall be Installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLANGED WINDOW SELF -ADHERED FLASHING , tight to Corner REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING (S E DETAIL WPO1) $. Mechanically fasten as necessary 1.Exterlor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barter compSectionsubsequent lying with 703.2 for subuent drainage. Mechanically COMPATIBILITY RELEASE PAPER attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed , in accordance with one or morn of the following: SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM S" 70 SCOPE NELEnsE r'ratNto EXPOSE RELEASE N7HE5IVE As seowtll 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, in accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD + Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to a the water resistive barrier for subsequent drainage- Openings using pan flashing shall incorporate flashing or protection NCORNERS T NECESSARY IN CORNERS THROUGH NECESSARY at the head and sides. SECTION -A SECT DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED O � � 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMq 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. FLASHING z or ] 5 2. At the intersection of chimneys or other masonry construction with frame or stucco wails, with SELF -ADHERED FLASHING projecting lips on both sides under stucco copings. NAILING FLANGE -� 4 2 OO 1 6 3. Under and at the ends of masonry, wood or metal copings and sills. SEAL TOPS OF JOISTS 4. Continuously above all projecting wood trim, DO NOT FLASH OVER 8 UNDER DECKING (2l 7 BOTTOM NAILING FLANGE (SEE DETAIL WPo7) . LLL,,,"' j S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. At wall and roof intersections. SELF -ADHERED FLASHING SELF -ADHERED FLASHING FWPO 5INSIDE SELF -ADHERED FLASHING 7. At built-in HALF ROUND WINDOW EXTERIOR DOOR WITH DECK CORNER gutters. f I'`t r, ) SELF- ADHERED FLASHING "" K., • DECK PROTECTOR yCt - - - - SHEATHING Cement Cement Plaster n/8" accordance with in accordance in accordance with ASTMC926 ASTMC926 SELF-ADHERED q - FLASHING PATCH - ' . � '; : Felt backed metal .. ' Felt backed metal lathe in accordance lathe in accordance With ASTMC1063 with ASTMC1063 - SELF -ADHERED FLASHING u O % DECK PROTECTOR : Building Paper Building Paper r � 7/1e"O.S.B. 7/16" O S ( sheathing / g.e. sheathin �' I, SINGLE DOUBLE JOIST Metal Keep top edge ' JOIST SELF -ADHERED FLASHING - Flashing of weep screed SELF -ADHERED FLASHING 1 - 2" below top o f block 31 /2" W MIN J 2 Unperforated VulcVulc um 4 Flange 7/8" cauk bottom O 5 Weep Screed joint only Maintain Metal Flashing Bottom of 3-12" Unperforated SELF -ADHERED FLASHING FWP ®� SELF -ADHERED FLASHING \ A /1"i ®O vV r APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE Wee Screed p 1 1/2"to2" Flange 7/8" Weep Screed \H0.8362x;DECK JOIST OUTSIDE CORNER o Above Roof INSTALLATION OF THE BUCKIRECEPTOR. 1/2" Cementhlous Sheathing Decorative Finish ,o•• ••o, _. All inside and outside corner will °• need to be miter EXTERIOR WINDOW UNIT and caulked all CEMT. FIN. Cement Plaster butt butt joints need to BUILDING PAPER in accordance ° a g caulk SLOPE SLOPE with ASTMC926 Vulcum for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm: 30.5 cm) 03 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm : 30.5 cm) 1CC 3 SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING F - EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement Plaster Finish SELF -ADHERED FLASHING Block WIRE TH Jjpetltl� = "o, F 1 ANIT, a I BUILDING PAPER 'Cement •' ° Screed BUILD114G PAPER Plaster over block 9 1st floor I EXTER OR WINDOW UNIT CEMT. IN. - Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 ® Note: The building paper ailed metal lath must be installed ovtr the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING `�, D 1 0 SELF -ADHERED FLASHING EWP1 SELF-ADHERED+� 6 2 the weep screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD V V 1 CEMT. FINISH WINDOW SILL CEMTFFI PARAPET WALL 25 SH 25 SH --------- HAA d BED�a�c�i�1 VAULTED CEILING , TO 10' FLAI F 12x6 1wcd - - 150 H - R/Sh ' 16x16 rag I 2868 195 14x8 1wc _ Y uj;_ -7 f 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan I — A,41 i' C � 10x6 1wcd 60- I " $•-tin CE,.JN[ ... ......... :.::..... ... _. $x4 1 w�cd o ; I I I II plw { DBL. SINK u 0 Ydi3� TF .�ILI 0 TO -'I 12x6 1 wcd ,agR 165 : 5 sN i r ,. I f 155 F 'I 12x6 1wcd VAULTED FILING F FO 1.0' • AT ESS ENTRY 2.5 TON W/5KW @240V 1PH 18x10 plen scale :1/4"=1'0" z-t platform by bldr Y i s SPE 1000 rag �..r 4 I I — 16k1,6 BEi3Ri3C1 € 2 =_ ' I VAULTED CEILN 10x6 1 wcdI^ I > I TC lo` FLAT I ' - . 51 1 60"i i1 i!f o 1 a ,I E4Tf 1------- - ----------- v_I 4"b 55 a 8x4 11vcd I ^ iN .: 1O 4' CEO G I L� 8x4 �I:� 5" bath duct 5 f m R/SF — S2 to roof or wall cap ::.... ° ..:.:..:...:::> :;.. z!> w / standard 70 10x10 rag cfm bath fan b � 31• ICI 6 1ox6701wcd sili' is — F-MOOM 3 LOCATION 42X42 A/C SLAB VAUI -IT' CElL€NG 0.41 • Sl:tLJ62 "O _C" FLAT — - BY BLDR MIN Ty , 2' FROM WALL ;w.iu.lmN �raales LOCATE IN R£1.O 4" dryer duct i-21a"xb1" i ___........___, to roof cap w/dryer vent box 8'fi�C4LIU•"` i --------—--------------- I1 1 i GLT (M EXV ONLY) C Szz - 8-Ix?' GARAGE DOOR ie'x7' GARAGE DOOR Ow�' NOTE TO BUILDER: MUST PROVIDE, UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 FLOLOR PLAN SCAM- /@" =f-0' I l� ELEVATION RBIs AREA CALCULATIONS 1L<ATIONS U1 H.00R 1780 ti-F, TOTAL LIVING M 1780 S.-. GARAGE 591 S.F. COVERED FNTRY (OASES 38.S.F. COVERED PA ID/i.ANAI =7 S.`. TOTAL ARP4 UNDER ROOF 262$ S.F. v o C.J OU N , � O OO L 0 s S cn m z LU w LLI � z LJJ ll ) ��^^��qpI� n CODE I�*ffi�2 � +� ® mq^ � a @ � 8 0,.31Y" -D k: LJJ 2:: Q � ®O (D J N Q co m Z ap � 00 O I K) m FILE COPY w >_ z ® J Z Q LIJ Q Q z 0 <t [if m CL J W 0 I::) Rating Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.