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l J 230"8-DESTIN J J FOR: 11 Pal HO N Got ALLuv 12602 TELECOM C)RIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax-- (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DCRITERIA: ABBREVIATIONS REVISIONS OF DRAWINGS .n 1BiRMW �CAHV ABOVE LAVLAVATORY DATE DESCRIPTIONINDEX DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (613) 740-9715 CH zmm (7) -AIL IXWL M STATIC COM -OCCUPANCY — RESD)SNTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • INTERIOR FINISH — CLASS H BASIC HIND SPEED — Vult=150 MPH Vasd=118 MPH •EXPOSURE — B •1—STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES AD AIR CONDITIONING MUM. ADJ. L IE M.C. AMP AMPERAGE MIN. BD. BOARD MI cL CENTER MTn. CAI. CABINET MTL. CIA. CEILING N.T.S. CLR Ci FAR OC CONC. CONCRETE PL �7C CFNICTIIE P.B.I D. DRYER PIT. DBL. DOUBLE PLYWD. D.O. DUAL GLAZED PR. DIA. DIAMETER P.T. DIM DIMENSION R. DISP. DISPOSAL RAD. OF DEEP IA.G. DR DOOR REF. OTC DE AIL POUT a DW. DISHWASHER sc. MEDICINE CARDIFT MEDICINE MINIMUM METAL MOUNTED MouNTED METAL NOT TO SCALE ON CENTER PROPERTYLu>E ON PNS�JE PLATE PLYWooD PAIR PRESSURE TREATED RISERPG RADIUS RETURN AIR GRILL REFRIGERATOR R� OPENING SOLID CORE EXTDR /24/19 ADDED 150—C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION /89/19 ADDED STONS CAP NOTE TO ELEVATlON9 EET PG CS —COVER L NO PG AI —GENERAL NOTES PG AI —FLOOR PLAN PG A2D—ELEVATION •D• FRONT & REAR PG A3D—ELEVATION "D• RIGHT & LEFT PG RI —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG MI —MECHANICAL PLAN PO AILS PG D2 DETTI AILS PG D3—PRODUCT APPROVAL LISTING VAL-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WAIL. ASSEMBLY DETAILS PG WA5-WAIL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS 10/14/19 UPDATED LED LIGHTS PER D.R.HORTON L2/04/19 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 01/9'I/20 ADDED SWOON CONNECTORS LLO. USP OS/04/20 UPDATED I(ABTEIt BATH. BEDROOM 04 & BATH /8 m 14/EO / CHANGED ROOM NAMES PER D.R. NORM • STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CALC.'S ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 EA. EACH S.D. E ELEVATION Sit ExH. EXHAUST SITING EXT. EXTERIOR SFIWR. FAlFX, FIXED GLASS SIM F.O. FUEL GAS SL FIN. FINISH SE GL. FLR. FLOOR STD. FLUOR FLUORESCENT SWS F O. FRENCH DOOR TEMP. GAR. DISP. GARBAGE DISPOSAL UGE T.O T.O.C. ().FT L GROUNDFAULT CIRCUIT T.O.P. GLSS INTERRUPTER TG.S. GL. GLASS u . GYP. HD. GYPSUM BOARD U.N.O. FLB. HOSE BIB H.C. F�� VP' CORE INNSUL. R ITT INUULAATION GHT RID. SMOKE DETECTOR SATE xDNO SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMEEREDGLASS THICK CURB TOP OF HATE TOP OFSIAB TYPICAL UNLESS NOTED OTHERWISE WAAPO� PROOF WOOD LIVING 2312 Ga FT. GARAGE 538 SQ FT. IENTRY W 80. FT. COVERED LANAI 29n SGL FT. TOTAL 3*1 $a FT. STRUCTURAL SHEET DESCRIPTION PG 31-FOUNDATION PLAN PG SLIA-DETAILS LAN PG S12APG DDEAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABHLTY FOR OF THE CONTRACT DOCUMENTS. INT. INFERIOR WDW. W4fINTERPRETATION W.I. WATER WINDOW}IPAIER WROUGHT IRON PG S2-LIFT BEAM PLAN PG S2.IA-DETAILS PG 33-FRAMING PLAN IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S31A-DETAILS PG S3.IB-DETAILS PG S3.IC-ENTRY DETAILS PG SNI-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WELL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. A R C N I T N C T 11 6 GM 02 641 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeWg;Woup.0 0m AA 4: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134188.2828 FAX: 813.986-2802 8tn9DIV. Se LOT SILVERADO LOT #5 BLK #14 03719.000-05141 COVER SHEET //pp. r2 `//` 2C,1: DwE7E 10/30/20 SCALE: 1/4"=1'-0.. aFiEICT cs GENEM NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. IRE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %rINCH GYPSUM BOARD OR EQUIVALENT, 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. 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." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUN631N0 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH X' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FSMSNES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1, ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R7037. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CELAM 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURERS SPECIFICATIONS) . CONSTRUCTION 088ERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR80FFR8 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. ANCN IT E9T8� Grouo 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 FM: 407-774-6078 FAX: 407-774.4078 www.abdealgngroup.eom AA A: 0003325 i DRAFTING BY.- A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 8138862802 X, W 10/3011 0 MCA=: 1/4"=1'-0" arz> = GN a 4'-4' 1'-10' 5'-0' '.4' 9'-8 4'-6' 10'-10' 6'-4' L--/J 25-SH 'XI2' F.G. 25-SH 25-SH -- -- ------------- . 0 COVERED iV BEDROOM r T-V CL& °I 9'-4 CLG BEDROOM_ 3 1 _ m 2 01 '-4.� 9 ® T TRAYCLISA ^+ I — W-2' 3'-1. 3'-8l T-101/2' 41-0' - ----------� v 9 TC r----- I C 3'-6' 4'- ' 1' 24,_I. ---, I I I I 'v GREAT ROOM I - X� III I M 9'"4' O G. n I III I H TRAY G G•4' OLG. v TO W-0' OI v • II I I I C sNBL�es O ao yT • II 9 I I I KITCHEN A I I KI " I� I V-4'CLrx II j ----- - - - - - - -1844� --1-- I I 2'-4' TC I DINING i e BEDROOM - v I n PAN. go0� ! 1 I 0 T-4'GG _ v v SSW If Q i �'LW1 ® m 4 -0' W-2, 3 -2' T MT W4 2 -0 2XHD 54•X22' f-----1 WC e o PRE- PLUMB ATTIC ACCESS I L - - - - - J MDR S TIIC L.T. CT 0 BATH TUB 1�"2' 1'-8' 5'-0' 14'-6' � ✓� 9'•4' CLG. FOYER - - -IR-I SH ON 9.4' G.G.O ; 3 5 cD O �p X GARAGE 9MT 9' 4' CLG. 1' 0' 8' W-0' 28'-4' W/l2A2' 5�.. 5'-4 6. 13'-4' �o BEDROOM ENTRY 9'-4' CLG. 8'-0' X 1'-0' OH. 164 x 1'-0. O.W. '•4' 8'-0' '-8' 16'-0' 1'-4. 6'-4' 6'.E4C�aIQE88 3G �88 3'-2' 28'-4' 13'-4' 48'-0' FLOOR PLAN SCALE: 1/4' a I'-0' "--NICHE -TEMP.GLA66 TO FLR V 24' J TEMP. GLB. DR 6 in M FLOOR PLAN NOTES - ALL OMMM" ARE FROM FACE OF T %' BLOCK WALL OR EDGE OF FLOOR GLAD) TO FACE OF WALL STUO UNO. - ALL INTERIOR WALL& ARC f g UNO. • DRYBR MITER T}ROUON ROOF lV V, NOT 6CREEND. - AIR COFk9ONOM GET ON 44X44' P LIOM CON= PAD, PAD DEGITIS S' FI.OT1 EDGE OF STRUCTURE - SEE 6F8lET GIN FOR CAMPIAL AND STANDARD BUILOM NOTE& . ALL HABITABLE ROOMS TO HAVE ARC FAULT CIRCUIT "TERIMRER • ALL FULL ALIGHT BLOCK WALL6 BETUM N FILLED CELLO WITHOUT OFWUN26 ARE SWAR WALL6. SQ.FT. CALC. S LIVING 2312 60. FT. GARAGE 538 SQ. FT. ENTRY 50 SO. FT. COVERED LANAI 201 Sa FT. TOTAL 3161 80. FT. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL BRS. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP VARIES MATERIAL TO MAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX �BARREWr-ORCIIG AT ENDS OF PARTITION KITCHEN ARIE QQ 4 BRACKETS AS WALL GADTNET 3NECESSARY. 2'X6'X35-1/4' m LOW WALL = 2'X6' STUDS • 16, or - WY V2' DRYWALL A SCALE= NTS BAR DETAIL 0011'OIE1R ND CLADDIa1IMD LOACa illic 1ND E11'CAaE FOR a !Bolo Gua18 ORiig6 8011NE ZOtE �YPHi10Wlf) IEMNEB NDTIFE FDOTADE MIN. WINDOW 10 9 25/-33 CRITERIA EXTERIOR SWm iB 9 24/-31 DR MIN. CRITERIA S.G.D. MIN. 41 5 23/-29 CRITERIA *010 O.H.D. 112 5 20.1/-22.1 8010 OH.D. 96 5 21.6/-21.1 BASIC HIND SPEED MPH a 150 (Volt) INTERNAL PRESSURE COEFFICENT = i 0.18 BLDG. CAT. -II, EXP.=B, MEAN ROOF HT. = 14'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. C01IMDAIDW101111 A E C N I T E C T i GrOUO�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 —' bd•• vwo p.wm AA N: 0kill 00332b DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M&2628 FAX: 818.8862802 EIVIDDIV. to L/OT SILVERADO LOT #5 BILK #14 PROJECT# 03719.000-05141 SWING: FLOOR PLAN 16 DATE. 10/30/20 SICALE: 1/4"=1'—O" sI'EET Al AREA OF ATTIC = 3164 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 /---------------------� REQUIRED VENTILATION AREA = 3164 /300 / WINDOW \ = 10.55 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1518.72 SQ. IN. ( RAISED STUCCO I MIN. REQUIRED VENTILATION IN UPPER I BAND WINDOW = ,SX 1518.72 PORTION OF ATTIC ( RAISED I 6TUWO = 759.36 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT I 5. BAND 759.36 /115 TOTAL N OF VENTS REQUIRED = 6.60313 -------------_—_—___—_ '9 8'R�DGE TOTAL# OF VENTS PROVIDED = 7 12.�.. 77 �4T'. SQ. IN PER S SHINGLE SOFFIT VENTILATION AREA = 11.736 LINEAL FOOT ROOF I I = 759.36 /11.736 TOTAL LIN EA L FT OF SOFFIT VENTING REQUIRED = 64.7035 LIN EA FT OF I I ADETAIL R DETAIL I 'AREA OF ATTIC IS THE PERIM [TER OF THE HOUSE, LESS THE OV ERHANG 6GI'•I'-0' \ L 6GALE�I'•I / EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED - !Mir---------------------3. I I I I I I I I I I I I I I I I I I I I �\ F DETAIL ------ - - - - - - FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER POOR R'103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION SHINGLE ROOF FLR '—' — — — — — — — — — — — — — — — — — — — — — — — — / RAISED \ STUCCOBAND I SIDE ENTRY SIDE LITE DOOR LITE 5' 5' I I I � I I I � ,,DETAIL � \ SCALES I'• I'-0' / — — — — — — — — — — — /DECORATIVE \ I ELEMENT 0' I II' II' i I � I I I I ® I 1 — � I _ � I � I � I � D DETAIL RAISED\ 6TUCC0 I 5. BAND I � I GARAGE 1 DOOR I �\ E DETAIL A N 6 N ITN 6 T N Grolp0i, 141 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813888.2802 Dw> 10/30/20 8CALAM 1/4"=1'-O" E9HEET A2D I2'-S_ ®Iae. _ HGT. 9 4 NE - HGT. SHINGLE OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ROOF TEXTURED ,2'-0• 9 FINISH 9 un i0 RIGHT ELEVATION (TIEXTUREP FINISH) OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT SHINGLE ROOF FOAM CAP TEXTURED FINISH 9 at FINISH TEXTURED VENEER \ LEFT ELEVATION (TEXTURED FINISH) V. NGT. ABC E I T E C T 8 6 GroupL�. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 401-774,6078 FAX: 407-774-4078 www.abdesigngroup.wm AA is 0003325 i DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33OU PH: 813886-2628 FAX: SIS886.2802 DATE:10/30/20 8CALE: 1/4"=1'—O" algz= A3D ELECTRICAL LEGEND SYMOOL DEFMITION NOTES OSv OUTLET w 0p "am FO A Gov ORLET Gov ouneT � ' �an EDV ",IT BauPro mono FAIL NTEler W (TAM UR Sn"TAW rfm 220v GunEr (u NRE cmml= r • pff "Tolmmwm muff oltolw $ALT «RRV4Et SWITCH eluroH s-WAY oPER EATCII 4-WAY OPER I..0 WALL HOI►It® LOHT CELRNG LIGHT (D I = CLG LIGHT Gyp LW VAFM HOOF udw O yP VAPOR FIVM LAIR evvw. FAN ION no an R. "M•Fw eLIWr IowLPERonFr. ("� rwxr1Of�i9ooY ® 24M OOUP AIt71t0 ) (EII�' rNv ARdNO 2' R WRINCO T 4'rL.uommoco r .�-g-g+ a' TRACIc uetHr 0 PANEL sib nttpt OS.D. own DETEOioR R� wl W41 MOINIGo Rw ® mRsa PWAIMM cal OEIEGf01N �� WALL y A DINANOE ANOT LING 71014• POo.Nr Llalir NAT4t4L OAS ► TEJM4PE JACK IATtEt AIR COp DItCONKT eq AMU ON TREVEICN JAOK O J•IOH TO a &Aq cRRO N AOCOOMIL7 W OON NMIEED AS KCH POR TO EE tIgICRM N GELNS FANLOHT AOCOIOMKi W EOK KAR W At &LICIT FOR mon 24' NO4IC611C7R LOUR NRP A GOG w NCYOMClR LOW f"w 43' NCAHCHCEO LOW Nltt• ROOD LEW KI- OFT. 4EOEIM' KEYPAD • PE, P. W-EYRQI N1R O4m LEE r m • LOCATM OF TV JACKS A P 400 Om.ETS a FANG TO N� • H@EE EOR Pm -cows CTION • ALL E A 20 ANT !RANCH ONIAM TO ME ARC FAWLT PROTECTED FOR ELECTRICAL FRDVEIOE OP 5a • 20 aw DEDICATED LAWIDW CPCW. • OR • A LAND NOT ON KRC 6M ORCWT) • DW WNlf! 016001*6= TO Y LOCKWT N PY4 • OAT14FIOO9106LOM FM TO NAVE MR CAPAOTT OF so O11'T NTpIITTENr FM ELECTRICAL PROVEIOW OF SECTICH MIID13 • LAMDW ROOM W, r GROlD FIILi GtONT-I(TERt/IIR PROTECTION FOR 17RE01'/Q am 19DEItE • WMA MTNOD WALL M NON NETALLC CANA FM E.KTRCAL. Pltaviomm O Maym,EQl2Epj • ALL &GRID TO =M-LT WITLL H ECTRCAL PAIOv1tiONIH OF 11E Fmt rtN tD r2Rn) AU /T i-------- BEDROOM 1- yr- �D BEDROOM ©- — FOR Q E CLG FAN \ FIRE -WIRE ElI FOR / CLG FAN \1 / PRE -WIRE I I / W. WP CLG FAN / -----J ------- I. I O// SD / ------------ / r--� ------- ------- I \\ _. 5 10. 1 lk _7\, ¢B ELEC. FOR GFI 1 MICRo�v/ { / - GREAT ROOM v 1 JUNC1110N BOX WDEOR I _ COWtER FOR / D.W. 1 / FIB -WIRE \ \ \ I � CLG; PAN W.I.C. /M GFl \ / DINING BEDROOM ROOM I / OPT. DINING 1 l i v FIXTURE L PRE -WIRE CLG FAN I I \ SVD �� -I // CaFI• 44'AFF. CFI• r_—_--� GFN 44'AFF tl4'AFF. w o PRE- I so I ; / PLUME LIGHT 4 J �' Q�'�A' �' BATH L.T. SWITCH IN ATTIC I ACCESS L 1 — — — — — — — / — -- / W. 0 } & ,I{GFI CLG. 16 �GFI CLG. I i P W OUTLET GARAGE OUTLET \ \ 'L a \ BEDROOM OUTLET FOR IRRIGATION — 1 \ \ \ TIMER I 1 �. 3: PRE -WIRE 0,ENTRY FOR CLG FAN — ,4 — — — — — ------------ FIRE WIRE PRE -WIRE --------- PRE -WIRE FOR COACH POR COACH FOR COACH LIGHT LIGHT LKsHT ELECTRICAL PLAN SCALE: 1/4'-1'-0' LED LIGHTING C�? DOUBLE LAV. DATH I I I—AlfI I I i�-6• I I 0 LED LIGHTING (@ SINGLE LAV. PATH 2 LED LIGHTING @ SINGLE LAV. BATH 3 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE ttD2 HOUSE PLAN: 1 2368 IMODEL 2368 ISO. FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 7104 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3, 1 LAUNDRY CIRCUIT AT 1, 1 RANGE AT NAMEPLATE RATING ORCOOKTOP OVEN 12, 1 WATER HEATER 4,24 1 DISHWASHER 1,2CO 1 CLOTHES DRYER 5 1 DISPOSAL 1 MICROWAVE 1, 1 REF. 1,2 SUBTOTAL OF GENERAL LOAD 37 FIRST 10 KVA OF GENERAL LOAD AT 100% 10, REMAINDER OF GENERAL LOADAT40% 27504 VA,X 0.4 11001. TOTAL NET 21,00 4TON HEAT PUMP #128 AMP X 2 6 10 KW ELECTRIC HEAT AT 65% 6 LOAD IFUTUREGROWTH 21,00 AT 13220 34,222 10% 3422.1 CALCULATED LOAD FOR SERVICE 37,644 VA/ 240 V= 156 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210.12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000VA @ 100%, REMAINDER @ 35% NET LOAD 6,949VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,000 [_D 70% 3,500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489/240 = 78 A #2 AL MINIMUM NEUTRAL CONDUCTOR. 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES• A ELECTRICAL MATERIALS AND NBTALLATI04 SHALL COYLY UTH ELECTRICAL. PROVISIONS OF THE NECK 6tw EDITION (20TU, LOCAL CODES, AND ALL LOCAL POUR CO9PANY PMMIImF%M S. ALL CONDUCTORS SHALL OE TYPE TW N/TWM UNLESS NOTED OTFERNSE. ROLLER CO"I°ANY TRANNIOR"ER POVIDE 200 AMP, GO1240 VOLT, I PNUE -� 6150"ARY ELECTRICAL SERVICEE, PROVIDE 3 2/0 COPPER (CU) N 2" OIA SOlDU LE W PVC CONDUIT OR PROVIDE 3 %AP ALUETNIM (AL) N 2" DRA SCHEDULE W PVC CONDUIT WILE" SERVICE IS PROVIDED DY THE ELECTRIC COMPANY. COORDINATE UT14 THE ELECTRIC COMPANY PRIOR TO IND. PROVIDE 3 2/0 CU, 1 • CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL. 1 ,14 AL ONO IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFPIT a OVERRA%W SERVICE 200 A 7 GwI TI M O 0400E i DI 1 W GE ITCW AN ELECH AND MILD MILD ELECTRIC PANEL METER N NEMA ® SR ENCLOSURE EEC CABLE TELEYHYAON EGWPNESR KIIII111BdT INTERSYSTEM OOPDIIIG TER'INAL AT LOW VOLTAGE COMECTIONS 1 V OJ SERVICE GROUND CONNECTED TO CONCRETE ENICASlD FOOTER STEEL PER ELECTRICAL PROVISIONS OF FDCR •W EDITION (2011) 6M' DIA X E FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.ebdesigngroup.00m AA B: 0003325 DRAFTING BY: GRERGII A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186.2628 FAX: 813-SM2802 D M 10/30/20 OCA=: 1/4"=1'—O" axaaT E1 r,, ^'----------------- iv ?i r------------- I I m I I � I I I I I — I I I I I I I I I I I i -------- I I I I I L------------� 2'-3' 2'VTR r---- --------------- --i 1, 2'VTR I I i 2, 2. 2'VTR L v v C. 2'VTR 3' L V IL / I - -TI m 3 i�v KITCHEN UC I AUTO VENT 2• 3' AV) lTUf3 I, 2' j 1 3' lO • ( 24'-V I 13'-2' 3' 3' ( PUMB I d I I I I I L.T. I I III I I I 1 3• j — — — — — — — — — — — — — 4- - — — — — — — — — — — — — n S I 'A NOTE: ALL PVC PLUMBED TRAPS V ARE TO BE 'P' TYPE. t0 b: 'S' TYPE ARE PROH161TED. MAIN PLUMBING RISER SCALE: NTB u>I I Ir u1C I I ® PLUMD 4' 3' L.T. L-----J V I I TUB i0 9 N io in Eli PLUMBING PLAN SCALE: 114' . I'-V' T FKq +T LONGWOOD, FL 32750 �• PH: 407-7746078 FAX: 407-7744078 www.abdosipgroup.com AA k: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336U PH: 813886-2628 00 FAX: 813.866-2802 D � 10/30/20 SCALE: 1/4"=1'-0" SKEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS PAIS 4 MASTIC. AND INSTALLED AS PER MC 6TH EDITION (20n) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT DE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER F5C 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCL06ED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (20n) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SMALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SMALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. t ALL FIRE RATED CEILINGS AND WALL$ 814ALL, HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO WC% RECOMMENDATIONS AND PBC 6TH EDITION (20n) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS $HALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A PANTEC4 OBF BOOSTER FAN OR EQUAL. PANTEC4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NOTE ALL HVAC TO NAVE PROPER PANS W/ DRAINS ATTIC PL:" O O EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR y EVAP. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PAS6-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/Ib'X2' TAPCONS WIT SIMP60N WB ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO WIT W/ (2) 'BXI 1/4' SHT. MTL. SCREWS EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW BLAB T REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER F$GR 6TH EDITION (2011) MECHANICAL BLM CODE SECTION 301.2A HVAC DRAINS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN CONO. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE SC0RIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA. PLUG BRASS PLUG SEE SPEC. U-S'X6' CONC. I L FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS REQUIRED FITTING OR EXTENSION TO SOIL WADE 6240-K JOSAM 560" OR WASTE AS MSISERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC DE V. E ,Fa1 K54N 1—ATE PLAN FLOOR SLAB CLEAN —OUT (TYRj vEXT. GROUND CLEAN —OUT (TYPN) MECHANICAL PLAN KCAL€, 1/4' . P-0' A A C M I T e C T S 6 GroouP�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 64 fZ: 813-888-2802 wmjd D 10/30/20 SCALM 1/4"=1'-0" aHENI r M1 2X4 TOP PLATE A R c N I T R C T N PRE -FAD TRUSS 00MOR BRAD L02-P4 nMAN t COAT M• MQ 6 1/2' CIA BOARDIm. •TRx:11RAL PRIM NAC r NOTE: STUDS IN Dummy TO nAMONeT A" CWRD Cv-L"DroFnL «u y - - ■ esign VV{{II�7i Design n 5' DIA. SLEEVE, Grou L PARTITIONS SUPPORTING DO NOT CUT RMa �' DRYWALL WALL HUNG PLUMBING REBAR �� SEALANT' FIXTURES AND WALL PIPE MIATa OD aaLD10 1.441LONGWOOD FLS2750wD. CABINETS SHALL BE NOT ALL ►oro� PH: 407--74-4078 - LESS THAN 2x4, WHERE BOND BEAM O NOT CUT YPYCMMBN row e.•LM DO °OORn ram' FA.a:4osa7 SPACED NOT MORE SOLID GROUT THE BOND as aALv. eTm TR4G1c eRAa¢tt www.aMxl•N@:group.wm roup.c er. STUDS THAN 16' O.C. OR NOT W/ lU- M5 BEAM �.,,*,. �,, •000 •.r �,y�ro PWOODAWI � MR AA a: 0003325 ATE PLATE 7o GLAD W/ 10d MASONRY O LESS THAN 2x6, WHERE (2) COURSE -- REBARS PRODUCT OALV.6TMMM &A94411AD DOOR APPROVAL RMa KRT�L T� sY onam, NAIL • 32' oc SPACED NOT MORE _ TO DRAFTING BY: MAX THAN 24' O.C. ,' ;�� RDA+ A.B. DESIGN GROUP M rNaMICT DRAFTING INC. &LAD nPPIMov.Y RM0. 8439 BEAUMONT CENTER BLVD. 0 -D' SURE 1004 FIN. FLR PIPE THROUGH BOND 2A BEAM 2B GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS TAMPA, FLORIDA 33634 PN`813�s&2e2& FAX813-08&2802 SCALE:3/4'-I'-0' —r-' I SCALE:11/2'•1'-0' TYP. INT. WALL (NON—BRG.) SCALE. 3/4'•I'-C' FIBERGLASS SHINGLE& 2X4 SPF 24' O.C. MAX. OVER 90 FELT PAPER OR SECURE W/ (2) 12d NAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, • EA. END OVER W FELT PAPER INSTALLED PER SECTION 2x BLOCKING BETW EEN TRUSSES FIBERGLASS SHINGLES FIBERGLASS SHINGLES OR SYNTHETIC Rwb.1) ON i,' ObUS. PER STRUCTURAL DETAILS OVER OW FELT PAPER OR OVER W FELT PAPER PRODUCT, INSTALLED SHEATHING OR }• CDX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION RWS),I PLYWOOD SECURED PER INSTALLED PER SECTION PER SECTIONPRODUCT, INSTALLED FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS SHEATHpipING ON ' . CDX ON J' 0bJ3. &HEATHMG OR;' CDX PLYWOOD loll ON J' Ob.B. SHEATHING &/8' GYPSUM BOARD SECURED PER PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR }• CDX PLYWOOD OR IR' HIGH 1'-®• I.-0. FASTENER SCHEDULE .� 1 &ECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. TYP. a;! PRE-ENG LLD. TRUSS FASTENER SCHEDULE BOARD REFEMTL. DRIP EDGE O.W. O.H. MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER 4,PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS 9 SEE ENERGY CODE FOId-18 FOR CONT, 2x RAT RUN SECURED PER PRE-ENG TRU88 W48ULATION R-VALUES PRE"EWA TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULSEE EANTEION R VALUE R*Y CODE FORMS FOR PER ELEVATION PRE-ENG• GAVE TRIES PRE -ENG. GABLE TRUSS 11-1• WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYP, 2x FASCIA PER _ ELEVATIONS O.H. ELEVATIONS 2x P.T. SECURED PER D/S' GYPSUM BOARD OR I/2' 2x P.T. SECURIED PER VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT �AS PER MANUFACTURE SP S BP ECIFIGATIONB 11U R-4.1 INSULATION IR' T141 M�, 2 COAT STRUCTURAL WINDOW TAC44RES BNT ASS FERN& PORTLANDAPCPLELIENT DIRECTLY TO MASONRY ERENCE Ix2 P.T. FaJRRING STRUCTURAL BURDM aM LOT STRIPS . 24'O.C. la' THICK, 2 COAT PORTLAND SILVERADO Ix2 P.T. FURRING I/2' THICK, 2 GOAT PORTLAND CEMENT PLASTER APPLIED STRIPS • 24' O.C. DIRECTLY TO MASONRY i/2' THICK, 2 COAT 1/2' GYP. WL. BD. LOT #5 CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND CEMENT WOOD B,gSE BLK 14 CMU DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED piRECTLY TO MASONRY p�JECq•�I 0'-®' FIN. FLR _ a _ 0'-0' FIN. PLR. 0'-0' FM. FLR _ ®'-O' FIN. FLR 03719.000-05141 a . I+[ODEL ° &' CM' 2368—DESTIN GARAGE EWING: a a a LEFT 4 4� PAGE: W/ WINDOW OPENING n TYP. WALL SECTION H W/ WINDOW OPENING B TYP. WALL SECTION DETAILS NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM C5Z—STORY GABLE BLOCK WALL ITE SCALE, 9/4'.I'-®• IS REQUIRED. FOR ROOF SLOPES SCALE: 5/4'.I'-V' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 0 - NO DAA 10/30/20 INICALE: 1/4"=1'-0" az'll:= D1 Ta 2X6 P.T. • CIMR OF DOOR HEADER WO UV (1) IW X S' J-BOLT UV W MIN V0111 M N, UV 2' X 2' X VS' IINSHER 4 NUT OR UV (2/ y X S' A14CNOR BOLTS W 2'X 2'X VO' WAGWR 4NUT IF SEC14K 2" ON MAT TO a x O YV MAI0i'W NAILS. 2X6 G:ARAOB DOOR SECUPW W/ (8) 112' X V J-BOLT OR ANCHOR ® BOLTS. UV W MIN. I87BEDMENT, W/ 2' X 2' X VS' WAGNER 4 NUT. (U WTHIN S' OF TOP, (1) OT14IN S' CP THE BTM, (V EVENLY SPACED. w 0 10 m 19 0 I7 NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTUI4ERY INSTALLATION INSTRCTCNB WNE14 1 MY'L Ml.TSRJGma � n AT/e.N®dT GARAGE DOOR 1 BUCK ATTACHMENT vr.rr 2X4m SECURE TO BLOCK W/ V&' TAPCONS (MIN. SHAWL SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) 8' CMU )f' DRYWALL UAT14IN 8' OF EACH END 4 18. O.G. MAX SPACINGr. NOTE: STRUCTURAL 2X I'X4' OR I'X2' P.T. NAILER YX6� MUST BE ON OUTSIDE 4 SECURED THROUGH Ix4 P.T. OR %'X4' MIN. SECURE TO BLOCK W12-W6' NON-STRUCTURAL i(r' H SECURE TRU FRAME 4 TAPCONS TA MIRENT EXTEND I Y4 INTO BLOCK (MIN. SHANK SIZE .14b EMBEDMINTO BLOCK W/ W6' TAPCONS MIN. HEAD SIZE 300 a, 8' CMU (MIN. SHANK SIZE .145 MIN. EMBEDMENT I Y4) DRYWALL IN. H00 MEAD SIZE 3 MIN. EMBEDMENT I-Yi WITHIN W OF EACH END 4 18' O.C. MAX 6PACWr 'X4. OR DO' P.T. NAILER UHT14 N B' OP EACH END 4 2X8:m IV O.G. MAX SPACINGS SECURE TO BLOCK W/J-11(r' OR bB. X 4' MIN. TAPC0NO DOOR CASING (MIN. (MIN. SHANK SIZE J4b CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR DOOR JAMB OR WINDOW ATTACH TO 2X PER WITHIN W OF EACH END 4 ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. b. O.C. MAX �� NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +5/4 A 1 O(DOA TO BLACK +9 4 OR +5 4 SCALE, N.T . 2X4:m SECURE TO BLOCK UV TAPO" OR (MIN. SHANK SIZE .14b MIN, HEAD SIZE 300 MIN. EMBEDMENT IV) WITHIN V OF EACH END 4 18' O.C. MAX SPACING. 2X6,® SECURE TO BLOCK W/246* TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') WITHIN V OP EACH END 4 S. CMU 18' O.G. MAX SPACING. V DRYWALL 2X8,m ElVX4' OR VX2' P.T. NAILER SECURE TO BLOCK W/2-v-o* CASING TAPCONS (MIN. SHANK SIZE J4b MIR HEAD SIZE 300 DOORJAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN V OP EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB T K++1-1 2^ BBLO n � Ll . NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +1-1%1p" %r1 11DiD0W TOLOCK +1-1B58 " SCALE, N.T.B. 2X4:m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE J4b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN V OF EACH END 4 NOTE, STRUCTURAL 2X 16' O.G. MAX SPACMCr. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK Ul/2-%' NON-STRUCTURAL 14' TAPCONS TAPCON MIN. I-Y4 (MIN. 814ANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 S• CMU WITHIN 8' OF EACH END 4 K' DRYWALL 2 O.C. MAX BPACINCs. X8m ❑ I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK IU/2-%' CASING TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 14) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 16' O.C. MAX SPACING' NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +2 ��4" BLACK +2 1/4 D WINDOW TO " U COAL : N. . 2X4m SECURE TO BLOCK UV TAPCONS (MIN. SHANK 612E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOT NOT E: STRUCTURAL 2X 18' O.C. MAX SPACING. MST BE ON OUTBIDS 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J-V.'NON-STRUCTURAL V TAPCON MIN. 1-)4 (MIN. SHANK SIZE .14b EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CI`7U MIN. EMBEDMENT I Yi) ' DRYWALL WITHIN W OP EACH END 4 IV O.G. MAX SPACING. OR I'X2' P.T. NAILER 2X8® �.XW SECURE TO BLOCK W/2-V TAPCONS DOOR CASING (MIN. SHANK SIZE '145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IB' O.C. MAX BPAGMCr. MANUFACTURES DETAILS. no,s, 4nn r r®q ro tia, �ws too nor oceo A•, DOOR JAMB TO BLACK +3" k.E'J6CALE: N.TA. 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE J4b MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ys') WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J-%- NON-STRUCTURAL TAPCONS(MM. SHANK SIZE TAPCON MIN. IYi 145 EMBEDMENT INTO BLOCK. MIN HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CMU WITHIN 8' OF EACH END 4 Yj' DRYWALL 18' O.C. MAX SPACING. 2X0,m I'X4. OR I'X2' P.T. NAILER SECURE TO BLOCK W-V 2ND 2X SECURE TO TAPCONS(MIN. SWANK SIZE STRUCTURAL MEMBER J45 WK2A2d WITHIN V OF EACH MIN. HEAD SIZE 3" END 4 6' TO 8' O.G. MAX MIN. EMBEDMENT I Yi) CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IV O.C.. MAX SPACINGS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3' F MKDQI. TO BLOCK +3" , KT . 2X4m SECURE TO BLOCK UW4' TAPCONS(MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING, SECURED THROUGH 2X6,® NON-STRUCTURAL Vo- SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4 TAPCONWMK SHANK SIZE EMBEDMENT INTO BLOCK .14D MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4) Y1' DRYWALL WITHIN W OF EACH END 44, 18' OZ, MAX SPACING 'X4' OR VX2' P.T. NAILER 2XDm a SECURE TO BLOCK WA-114' 7(e' OAB. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER IVOZ, MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3-7/18' WQ=W TO BLACK CT SCALE: N.T.S. 2X4® SECURE TO BLOCK UVY4 TAPO" (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X O.C. MAX SPACING. MUST DE ON OUTSIDE 4 2XIS' Sm SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL V TAPCON MIN. I-Yi (MIN. MIRTARSHANK 812E .145 (SH EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8• GMl WITHIN 8' OP EACH END 4 K DRYWALL IV OZ. MAX SPACING. VX4' OR VX2' P.T. NAILER 2X8424o SECURE TO BLOCK WA-1/4' ' P.T. X 4• MIN. TAPCONS CASING (MIN, SHANK SIZE .146 MIN. HEAD SIZE 300 MM. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 TTACW TO 2X PER 18' OZ- MAX SPACING. MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H BLOCK +3 4" IRTA. IRCNITICT8 6 GroupOLc.. 41 N. RONALD REAGAN SLV LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.abdeWVgroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 8138862802 BIIIIIIIII! aUBDIV. Jk LOT: SILVERADO LOT #5 BLK #14 PPt0JZCT#J 03719, 000- 05141 SWING: DETAILS DPN7E 10/30, aCAIX: 1/4"=1'-O" alia= D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 304S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10442.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1ZI31/2020 10S31.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10S31.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR W31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 1S332-M MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FLp15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FLN1S3S3-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL S6842 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2039 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR W31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-O" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELTTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.44RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 1ZI31/2020 FL35216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 10477.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR IV31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR W31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL1S8.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 A It C R I T I C T8 6 GroupOL�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abd"gngroup.com AA M: 000332d IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2626 IIIN FAX: 813886-2802 04 n � 1o/so/zo IICALM: 1/4"-1'-0" BRiS= D3 PREFORMED CONTROL JOINT RANGE OF CONTROL JOINTS EE MRED TIED TO LATH • V Or— MAX IVERTA MOML DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXMTB BEYOND EXCEPT STAPLE& UV % LOG MAY = 6ECURE CON7�TO TEMP. JOINT DURING NSTALLATICN ----\ FASTENERS TO EN SPACED . T' OG. MAX VERTICALLY I / i \ 1* THICK R3 COAT CEMENT WM LAYER 9, FORTPIRIER BUILOM PAPER APPROVED METAL LATH PAGMED WV (VERT.) Or— MAX AT SUPPORTS WITS LAYER 'I. &TUCCO uMeAP WOOD BFEATHM, We I� LATH SHALL BE CONTMUOU& TFIIeOUON JOINTS BUT BE &TOPPED TIED AT EACH SIDE. PROMDB 2X4 BLOCKMG PER ASTM C1083 1.1014 MLACED PLAT MAX B' TO 8' PROM CONTROL JOINT MEN MOM \ ` / COTROL JOINT PALL& ON L FASTENERS FOR LATH TORS NAILS OR .i STRUCTURAL s71� STAPLES IN COMPLIANCE W) ASTM CI083 2. MRE TIES TO BE (NO. E) 0041W WPM / T_ — 3. BLOCKED SHOUN MAY BE IN ADD( \ TO WALL STUDS REQMIED PER PLAN / �I \ Tt7 O"M" TYPE CONTROL JOINT OLPpLDw,aIO•Pr.A OL FOLD aRWO PT. A MCNIAM•PT. 8 a cwAeM • n.e • TF OLwt.D 1041#10. Pr.A L CRAP • M. E :OLD w ® l.ol.D ML1AI0 . PT. A I. CREAM • Pr. e 1 asAW • Pr. C w FOLD 1R. C ONR R. E TLL IR.4 TOUCNMe EorWH PLANMM (31 JIM *TM TWR eMAL R01.0.912 M M CUT. MGM, APPROVED BUILDNdr WRAP SMALL BE LAPPED A MINIMUM OF B' a VERTICAL LAMB !ROLL ENDS) M B' a HORIZONTAL LAPS. ALL BE" NEED TO BE TAPED LATH VERTICAL. LAP TO RS 1' UMTM FORMER SMEATWM TAPE ¢C X X X I X _X X . METAL LATH I WRB LAYER'(, STUCCO WRAP T � WR6 LAYER -2. FORTPMSER EUILDRW PAPER / I 1• — LATH LM, 4- 0.2E ALL LA' z 7 "lPAPER LAP 2 SCALE I V!)'.I'-0' ® KICKOUT DETAIL IOC 3 COAT CEMENT iTER (rRANU W I COAT a PLAIT" raw LAYER 4, FORTPIBER OM6 PAPER (mRM7 <A LAYER ti CO ~aft4NE OLY) AYM Q teuLDelA t1RA► HALM ILYnM, 41TOP ILL 11P OLY) �71�'� aLY) I .,� —NWMI OR ON ocnROR .. tYALL tLAMRtl it OW MTAAL—) LAMN10 reef De r111111010 NwAAu tMOO. a .,., • enelrrxnc>Ne NOM SIDELAPS OF METAL PLASTER BASES SMALL BE "MAUD TO PRAMM MEMBERS. THEY SMALL EE TIED WITH 0041&-MN /I21•MA'T) ME AT INTERVALS NOT MORE THAN S• (228-MMA AS PER ASTM CW63 TAL FOR REPAIR OF TEARS IN UM LAYERS. TEARS MAY BE PATCHED WA 40M IUeAM TAPE PER F. MAMSPEC, OR PEEL M STICK WOOD SMEATI BUILDI PAPEP Wuca Me LAYER 4, POWPEER OWLDMS PAPER FETAL LATH S'Fj' SELF-ADN AM, FEMDRANB FLABMMG OVER 4'w4' BELP-ADMERNO MEMBRANE E FLA&MMO OVER APPROVED HOME ~. dAWINO, TO E)A'END ONTO PIP[ 4W' SELF-ADMERNS FEMIBRAN! FLASHING, OVER APPROVED HOME ~. PLA04M6 TO EXTEND ONTO PIPS J TMIOC a COAT cE EINr W COW. BEAD OF SEALANTPLASTER INSTALL APPROVED MOUNSURAP AIR FETAL LATH IMILTRATION BARRIER OVER SNQATHRIb UM LAYER •2. FORTIRBER BUILDING, PAPER ELA&TOMERIC COATEI6 OVER STUCCO) 1111101, LAYER -1. C.V. PINISM (SEE TYP WALL SECTION) STUCCO WOOD M4EAT4M@ SECTION PER SECTION K M.T Elarlor MM1kE eIN —P.I leE E#erbr ws d poNantl carrrent pester shall campy etth UR applla kn mqulremsmts of ASTM C 9261PA. lmtaIWkm of "OTIor Nthkp and M aminU snW r atln ASTM c tolls-T2a ~ MATERIAL) OVER APPROVED HOUSE WRAP. PLASMM6 TO EXTEND ONTO IMPS P OR LEW PPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMCRANE FLASMMifs STEP 01 WOOD SHEATHING OR CMU WREN LAYER 01, STUCCO WRAP (FRAME ONLY) W THICK 3 COAT CEMENT PLASTER(FRAME), 1/2. 2 COAT CEMENT PLASTER(CMU) 'METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED ? 5'X5' 'L' TYPE CONTINUOUS L Z — GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. PIPE N.T.S. CC k�� LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER 5UILDING PAPER) METAL LATH STUCCO 5 S'+rb• SELF-ADI$RN6 MEMDIeANE I'LASINM6 !COMPATIBLE W/ NIOUBE MATERIAL) OVER SELF-ADMERMb MEMBRANE FLABMM OVER APPROVED HOUSE IU . PLABMINB, 7O EXTENID ONTO IMPS CUT AND OVERLAP ONE MOB OF SELF-ADFERINM MEMBRANE FLASHING, x—x—x—x WOOD OR -111611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1 N C N I T E C T I 6 Grouse 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngroup.com AA B: 0003325 DRAFTING BY: A.S. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 INIIIINII �°0000�oo�. Dw 10/30/20 SCALP, 1/4"=1'-0" B* E>!C'1' k. WA1 BACKER ROD BACKER ROD WRD LAYER h, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. WC111Eurs OF FLASWIN6 TO BE, L BOTTOM. 2. SIDES. 9. TOP VENT CAP 16 TO BE SET IN DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO %!LALL & EE,Y,' CAULKING 0 JOINT PER SECTION R703.7 ETdwW IeBll�WA_ p! Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER Q, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING WIM LAYER 9, STUCCO WRAP WRO LAYER 4, PORTIFIBER BUILDING PAPER WOOD — 0"TUCTION —METAL LATH a' CJ'L.I VINYL CAGING BEAD 6' RAISED BAND 7i' i0x' MID.WALL WEEP lsrsen 6' WIDE STRIP aw ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES GB DRYER VENT (BLOCK) LIOOD CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 4, FORTIRBER BUILDING PAPER J' THICK 3 COAT CEMENT PLASTER Ira' TO xj' MID -WALL WEEP SCREED WOOD SHEATHING UM LAYER 9, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOW CONS;161 PMI6N • WOOD 6' SELF-ADHESIVE FASTEN TO WOOD 6TIR1OTURAL FLASHING a, OMMEMBER., oc MAX BUILDING PAPERV To Jr OVER'OUICK WOOD FRAMED uWnp 6CREED L FLASH' I— — — ! WALL HORIZONTAL WEEP SCREED PIPE THROUGH WALL (FRAME TO FRAME) WDE STRIP SELF ADHESIVE FLASHING, CLEAN MAGONW BEFORE APPLYING TEXIIAQD 6' SELF ADHESIVE FINISH •MASONRY FLASHINALL PERMANUR.S SPECS.) HORIZONTAL WEEP SCREED PER MANUF. SPECS.) BUILDING PAPER (FRAME TO BLOCK) UNDER 'QUICK FLASH' /^A"\VENT PENETRATION SCALE, N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "— A � '"" R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRNS LAYER el, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS Box, APPLY TO FA( EDGE APPLY E-Z OVER 60 Mi GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING k MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 STEF *2 WRB LAYER M, STUCCO WRAP APPLY 60 MIN SELF-ADHE L 'D' FELT GRADEB r MEM RANE LASHMCs OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEF #5 STEP #6 OELECTRICAL RECEPTACLE LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 8134386.2802 D � 10/30/20 SCALE: 1/4"=1'-0" s Vd A2 ' WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WOOD WRB LAYER 4, FORTIFISER CONSTRUCTION BUILDING PAPER WHAT CHANNEL }' THICK. 3 COAT CEMENT W 1%' TYPE 'X' DRYWALL PLASTER 6' SAP. 6 TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD 6WEAT14 �` 4' POSITIVE DRAM WEEP BCREED U2R6 LAYER 1, —� STUCCO WRAP THICK, 3 COAT CEMENT PLASTER 6' SELF-ADHEREING AM66- LC-180 CUSTOM CAB PLASHING WRAPPED 6 TOP OF WEEP SCREED TO SHEATHING BELOW ' WRS LAYER 1, STUCCO WRAP ' ; •:AtY-` % ` WRB LAYER 02, FORTIFIBER i m I BUILDING PAPER 6' SELF-ADHEREING UAR6 LATER 1, - / FLASHING WRAPPED STUCCO WRAP 6 CORNER OF CANTILEVER AMICO AM"-UFWC-TSO cueTdM CASING BEm 4' 1 , WEEP POSITIVE DRAM 60WEn -- --- NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALE, 1 V2'•I'-C' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-05, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 3/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER V1 VINYL CASING BEAD THICK. 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHNG FINISH i' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN VEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) �1D DRIP EDGE INSTALLATION WOOD CONSTRUCITON RESISTIVE 1 RESISTIVE a \-}P'LTWICK 3 COAT CEMENT S/S' TYPE 'X' DRYWALL METAL LATH. W/TEXTURED 4 PAINTED FINISH WOOD SHEATHING }' THICK, 3 COAT CEMENT HEADERANAM PLASTER (SHOU'N FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @bRIP EDGE INSTALLATION EXT. WOOD FRAMM WALL BUD -FLOOR DECKM PRE-ENGD TftE6 WEATHER RESISTIVE BARRIER 1 WEATHER RESISTNE . BARRIER 4 rLTIOCK AB R3 COAT CEMENT METAL LATH WOOD GHEATHM4G— (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) I EXTERIOR GRADE Ys' GAP FOR BACKER DRYWALL ROD 4 SEALANT — RAASTERS COAT CEMENT VINYL CASING BEAD „ S RAPR men -vINYL cmtAa BEm WATER PROOFING lot - LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. FEEL 4 STICK) METAL DRIP EDGE SET M FULL. ISED OF 6' PEEL 4 SEALANT, UP MM. STICK 0 DRIP SPACE FRCR7 DRIP EDGE TO FACE TO TREX DECK A' GAP FOR BACKER I AAA 4Ys P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX)PILLER Ymn re.Y._ MAD CONTMUOUO WATER PROOFING bt WEATHER RESISTIVE LAYER (7 LAYER PEEL 4 y BARRIER 1 STICK) WRAPPED FRO/ LLEAT14EM RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER �^• 6' PEEL 4 STICK • DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE E=®®3' X 3' 26 GA GALV. METAL DRIP EDGE GET IN FULL BED OF Wv� Y.• et nP M_w�SEALANT.)' MIN Ye GAP POR DACKE_ I�/ T • ••" �• ¢• ROD 4 SEALANT WATER PROOFING Ist FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 6TICK) STICK) WRAPPED FROM 3/4 R961LIEW BALCONY DECK TO HAT OW NEL CANTILEVER �' THICK !COAT CEMENT PLASTER METAL LATH WOOD SHEATHING „..-....,., . W/iEXTURED 4 PAINTED FINISH J* THICK 3 COATPLASTECEMeN _M 22MICCE Mel VINYL CASING BEAD — BALCONY DRIP 11 EDGE INSTALLATION 7N OF ONLY) 2LUMN SHEATHING EAT1 ER RESISTIVE AR��RIER FATHER RESISTIVE ftRRIER #7 SAP. \ -EEL 4 STIF: K 11(4'x3' 'L' PLASHING FULLY EMBEDDED N ROOF CEMENT IN X3'26 GA GA.V. METAL DRIP EDGE SET N FULL BED OF SEALANT,)i' MIN. SPACE FROM DRIP FACE TO TREX ri WOOD (TREX) FILLER CONTINUOUS Y4' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PANTED FINISH THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER -2 EXTERIOR COLUMN COLUMN SHEATHING 6' SAF. I Ya'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I K' X 3' 26 GA. CI ALV. METAL DRIP EDGE SET IN FULL BED OF WATER PROOFING Mt LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD. SHEATHING 4' POSITIVE DRAIN WEEP WIREED LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 71/16' ZIP WALL SPEATNING SELF-ADHESIVE FLAS-IING VINYL CORNER BEAD J (SHOW FOR CLARIFICATION OF VNYL CASING BEAD —/ SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE, NT8 WOOD SHEATHING WRB LAYER M, 2x FRAMING MEMBER STUCCO WRAP I WOOD SHEATHINCs i' THICK 3 COAT CEMENT t PLASTER WRB LAYER v2, IFIBER .4 2 Imo, r�+muEP peen BUILDING PAPER FASTENED TO SHEATHING 1 WRB LAYER 01, >i :,�t.F-!- :...:. • .1. OC. MAX. C METAL LATH STUCCO WRAP y' Wlm LAYER 1, }' THICK, 3 COAT CEMENT I 1 WRB LAYER 02, FORTIFIBER STUCCO WRAP PLASTER WILDING PAPER WOOD SHEATHING O'SELF-ADHERING METAL LATH METAL LATH FLASHING I III THICK, 3 GOAT CEMENT WRB LAYER #t, PORTIFIBER BUILDING PAPER (EXPLODED EW FOR PLASTER CLARITY) 14-A CORNER HEAD ® FRAME DRIP GAP WINDOW FLANGE k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING a '1' O.G.) GMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD � BLOCK WRB LAYER 9, STUC1 WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH }' THICK, 3 COAA�CEMENT PLASTER WSELF-AHERING D FLASHING DRIP CAP \` WINDOW FLANGE — 15B CASING BEAD 0 WINDOW ( FRAME, NO BAND) A C N I T III T N Delon Grou = +� LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 MG-2628 FAX: 81"eS-2802 �"""-' 10 30 20 DATE: SCALE 1/4"=1'-0" WA3 V GAP TYP i' THICK 3 COAT CEMENT WOOD SHEATHING CA8 TRBEAD MASTSIM METAL LATH LEGEND IX TRIM MEMBER TO UJRB LAYER WRAP , IN WOOD SHEATHING SIDITSTUCCO TO SITI STUCCOOWRAP SWRB LAYER 02, FORTIFIBER DRAINAGE PLANE (WRB STUNG RANON BUILDING PAPER LAYER el, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER 12, FORTIFIBER WRB LAYER e2 (FORTIFIBER — — • — — BUILDING PAPER ! ! �•- WRB LAYER "i, = BUILDING PAPER) STUCCO WRAP METAL LATH x—x—x—x METAL LATH 177777 THICK, 3 COAT CEMENT WRB LAYER e2, FORTIF15ER $� WRAP STUCCO WRAP STUCCO PLASTER e 1 BUILDING PAPER WOOD OR 1/16' ZIP WALL 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING ! 11 6' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED 8� THICK, 3 COAT CEMENT FLASHING OR PEEL + STICK CASING BEAD t' CLARITY) PLASTER SIDING TO STUCCO CASING BEAD Dd' THICK• 3 COAT CEMENT RIP GAP (CROSS SECTION) ' SEALANT PLASTER WINDOW FLANGE SW�O WRAP\, METAL LATH It VINYL ANGLED ` WOOD COWTR.ICTICN BEYOND CASING BEAD r aNOoo SHEATHING WRB LAYER 4, FORTIFIBER r QIWEA� CRR �°I°n� BUILDING PAPER i UWATWBRRESISTIVE �' ♦ i WINDOW FRAME .! i R WRB LAYER 02, FORTIFISER METAL LATH �J(. x T Y, LAP Mom � / \ ' •'�: h "AL BUILDING PAPER THICK 3 CC) T CEMENT s. � e' BELP-ADHERNG I PLASTER a: FL46NNNb E-Z BEAD VINYL CASING / \ \ (Wl%* FLEXIBLE PVC BACKER ROD) BTARTCR STRIP LLCATHER IIl616TIVE , i 6'SELF-ADHERING 1 \I \\ ImaaaeR a I I FLASHING �� R RNrr, I I 'F. \ GALVV METAL DRIP CAP °rUR + W RAGWINS ; WRB LAYER 01, STUCCO WRAP, on I,y,F'Xw TED WRAPPED AROUND FRAMING I WINDOW FLANGE YAW R MEMBER CASING BEAD (9) WINDOW °` �' \ . TEIR WOODLSHEATHING FLASHING 15 C ( FRAME, W/BAND) `,� `: GAP WCAULKNG t 2X FRAMING / OR APPROVED sexANr 1 MEMBERCASM DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME-------------------- ------------------ ---------- � 9 TRANSITION WOOD SHEATHING �� Y4' GAP TYP P THICK, 3 GOAT CEMENT - CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-841-0% MIN. 2S LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL WRB LAYER 82, FORTIFIBER I WRB LAYER h,JR WOOD SHEATHING LATH DOES NOT MEET SPECIFICATIONS) WINDOW FRAME BUILDING PAPER I STUCCO WRAP I WOOD SHEATHING I WRB LAYER 81, BEYOND `• IlELP.ADHlRMG BUILDING PAPEi pppp e,ggTH ~ WRB LAYER 01, ocAncR!@6lsnvE ' TIVE THICK, 3 COASTUCCO WRAP °'4°"°°' i� \ 15ARINtlWEACR�°OLAr PLASTERi R I�i!°18TIVE i/ \ W Mai. ABOVE TOP I I 1 OF 'z• FLABHING ' WRB LAYER e2, FORTIFIBER LAl•6IDING BUILDING PAPER 1 �IVR�616TIVE ; WRB LAYER 01, VINYL ANGLED! "°DNER116PLAGWIN2 \ WEATHM!I6617VE i STUCCO WRAP CASING BEADMETAL LATH \ / DARItlEIIt 4 VINYL CASING i STARTER °TRIP 77' THICK, 3 COAT CEMENT � I ETIAL 6' WIDE PEEL +STICK I (EXPLODED 8 vIEW FOR PLASTER \ WINDOW FLANGE OVER FLANGE CLARITY) v/D�°L�Rp�� R oM i !� A D E-Z BEAD VINYL CASING a z"aPLAGWI N°°P I 2X FRAMING (W/V FLEXIBLE PVC BACKER ROD) E-z eRm VINYL CAaMG 1 \ I X f'p� FW.A ' ' (umvgkAC PLEXIa.E PVC / TRIM °R MEMBER •APPLY FULL BED OF SEALANT BETWEEN W DE�LFRADHISI NC. / , 1 R "4pLC�° ,' FLANGE + BUILDING WRAP CASING BEAD C� RAISED F!-^eHlw+ . ; - :' BUILDING , xx,,TWW� GAP UACAULK04 BAND (FRAME) �'"�"'T 9COAT \ '.:! ' °` APPROVED SEALLAANT '' WRAP 1 ANER�°18TIVE , °;_ W�T1 ERR!Rl8I6TIVE ----- ---------------------- ---------------------- ----------------------------------------- SGALE: I I/2'. i'-®' E.z N�Em V NYL caen� ueATNER RE6N6nvE DMItlER 4 AME PVC BACKM ®IDING FRAMEOTOTFRAMEISAIMM ���°TIYE (� A EZ BEAD WINDOW CASING �A TRANSITION V 1� A RCN ITEG T S FN 6 GroupM�. 1 l K. KVKALV KCA 0--. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abd"gngroup.eom AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86.2628 FAX: 813486-2602 0 D 10/30/20 MCA=: 1/4"=1'—O" 8xi mT WA4 T• 5 OUT HOUIEYRA AT W ANALI MODRMD •11 a N HaMBIRAP LIE OF MOOT OPENING STEP 1 IMTALL e'- RASIIIS CYM NAILING ALA NX AT JAM0S EMEND FLASHING: IFBROB NLL RE70ELE FLASHIN DO NOT EIAL BOTTOM Ri STEP 6 TErTDRAWLY row-w 4SEC HoueelNeAP (a .% HEALAI IIID At HAD FOLD NONIMR N AT JAMBS N SLOP! NLL R STEP 7 ALIEN RASNIN's er INT. EDGE OF SILL MO. n[c1uNICALLY FASTEN FANNED Room (CAP Nate, 15TAPUW INSTALL DUPONT FWDQW.AP AS n rLAMINA AT TIE PO 4 A TAPE DIAGONAL CUT A ACROSS HEAD OF II&CM INSTALL S• WIDE AOMMYS - BACK= KAXIELE M AO" MATEIBAL OVER DRIP CAP JONT(FROMICTO-URAP W-20W. a BOXY) STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 APPLY 00 IOU f0 SMIAI)SEALANT. REND ATLIED RANINS (LANDO UNITE -SEA- RC -II CR EC -Al A OLDIE SILL TO ex I. IT M THE CONTACTORS RESPONOWLTY TO VERPY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSKIStAI! SEALANTS H SELF-ADIEMNS K.ANIINd MATERIALS USED CUIRMS CONMTRICTIOK t WALL ALL MATMALI PER MANIVACTRIERS WtlTTEN SPEC -1 ;ATIOIM WAREIGI. IBAI.ANITS MAY REACT ADVERSELY IF NOT ATIBLE. EAN AND SEAL JAMB TO SILL JOINTS WITH DOW 11" POLLOWNG COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SC 4EME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OP WATER INTRUSION BELOW THE WINDOW OPENING SEAL MTERIOR PERIMETER OP WINDOW WITH SEALANT NQat L IT 16 THE CONTACTOR RESPOWIBILTY TO VERIFY THE COMPATIOILITY OF ALL PRODUCTS INCLUDING SEALANTS H SELJ-ADHBRH7 FLASHING MATEaALS UIED DURNS CO MTRICTION 2. FLASHING AT EXTEROR WINDOWS AND DOOR OR NNGS SHALL EE INSTALLED N ACCORDANCE WITH MANPACTSER/ INSTALLATION INSTR CtIONI AND APPROVED METHOD U OF ABC RM M U N ACCORDANCE WITH FENESTRATION MANIPA:T FIR" NSTA.LATICN AND FLAGONS NSTRNCTIONI. WARlltl SEALANTS MAY REACT ADVRIEELY P NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) 1U SCALD SM'.r-O' rn Ll,C. I'H: 407_7746U7E FAX: 407.7744078 V .ebdeaiBTbpoup.wm 1% M: 0009325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134886.2828 IiN FAX: 8134UW2802 DA 10/30/20 8CALA' 1/4"=1'-O" 819ME T WA5 \ 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE '1/8' TEXTURED FINISH o WOOD 1/2' TEXTURED FINISH • CMU METAL FASCIA WRAP METAL FASCIA WRAP ©PL AN 5 ib' FROM � STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \I �\\ NOTE: NOTCH FOR 2Xfo SUB BAND ONLY 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH s CMU METAL LATH { \_WOOD SHEATHING OR cm wR6 LAYER N, STUCCO WRAP(PRAME ONLY) WIRE, LAYER 02, FORTIFISER EIUILDING PAPER (FRAME ONLY) 1 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL �NOT INTO STUCCO) 11/5' TEXTURED FINISH A / WOOD, 1/2' TEXTURED FINISH ® CMU 2x& SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®E L E Y,4T f ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL,4N ,4 EDGE _ KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -BAND W/Wx4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL 3 SUB BAND DETAIL ® WALL W/KICK—OUT 4ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A a C N I T C C T a 6 GrouPL�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd"gngroup.com AA 8: 0003326 J DRAFTTINGING B a : Y; A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN:813 UW2828 FAX: 81388E-2802 �amm�n� nATT. 10/30/20 aCALE: 1/4"=1'-O" dV aHa�'aA6 �'rT ^ �? 4" CONC. SLAB -11 4R'-W 17'-2" 16'4' 4'4' T-10" 5'-0' "1.,9'-8' 4'-6' TOPOF� 14 SLAB � IIIIIIIIIII& 11 11 1 ------------------- TE 1 1. ;•16X18 1 FM.16X18 t------- IIII4"CONC. I SLAB¢ a m Iaio 1a-8'1 Icn 7I 1m .14'PVC m�CHASE 7i 3'•1' 9.1.-3 1/2"- --------------� EXTEND 1.1 F TE-2 j SLAB 11/2" 1 i rb I xkwr- i1 NI wl I V -31/21 1014. i 2'-5" 11 L TE-2 1 02 I 1 12 1 m I� i i 1.1 I I I o i I, o ,1i ,I m FIN. ELEV. I o % � 1' PVC CHASE B,L FIN. CONC. SLAB' I �„ FOR ELEC. 0 „ ISLAND I I �i ° I It tl I ii 1 I I i i 1.1 I It 2'1" -- - - - - - LEI ----------------- I �---- io EXTEND iv SLAB 1 1/2" I I 0 I 1 I I I I 24'4' 20'-4" 1 LA I 2 I I 1' c I EXTEND m w FM_16X18 1 ' m � I -SLAB I 11 ml 3 1/2" I I I XI 6.4.* s" Ij� 1 wlz 11.1 I I I voy oW I I 14 4 -61/2'# I 1 I 11 --- FM-16X18 1.1------ ----- FM-16X78 ----------� - ----- L-- --------- FM-16X18 1' J 4 TE-i m 4 ,4. 8,-0. V-8. 81.1 161-0. 1.1 �4. 64' 6'1' 3'-10" 3,-2. 28'4' 13'-4' 48'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-Y-O'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-U-O*, SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATES #5 BAR, E1INDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (05 = 30% #6 =36°), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 630-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-131ASCE 5-13, USING: F'm = 2,000 PSI, TYPE'M' OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Bth EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x8 W 1.4xW 1.4 OVER GENERAL 31/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF, T.O.F. SHORT LONG FM-18x18 16" CONTINUOUS 18' - (2)#5s (.)a-O' FMC-18x18 18' CONTINUOUS 18' - 2 #Ss #51N CURB VARIES F-24x24 24' 24' 12' 2 #Ss 2 T. (+)0'-O" TE-1 8' SEE PLAN 8' - 1 s - O�0- TE-2 8'1 SEE PLAN 8' - 1 #5s #6 IN CURB FOUNDATION PLAN SCALE: 1/4' = 1'-0' 6 GroupL�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.ebdeWpgroup.wm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134306.2628 FAX: 8134MG-2802 DRZNT A10/30. SCAL : 1/4"=1'-O" BiIEET s1 30' MIN. EACH WAY THIC FOOTING Z } STEEL REINFORCING IN GROUTEDSTEEL REINFORCING IN GROUTED tFM— CELL SEE PLAN FOR SRE AND < 0. CELL SEE PLAN FOR SIZE ANDSPACING REQUIREMENTS ¢yy-SPACING W REOUIREMENTSQ <n ._GARAGE I/^RECESS DOOR 7 4 g7 ¢ cn Z 8' CMU WALL O (J e' CMU WALL > ' 1 CORNER BARS, SAME SIZE AS LARGER BAR I N W B` w - Z 0'-0' II IN FOUNDATION WITH 30' LEG EACH ',J U) =pp 9-0' • TOP OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I _. •II SO THAT THE STEEL REINF. IS CONTINUOUS N ,... • • _ MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR EXT. PORCH SLAB W/ 1/2' ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (I -STORY) 18' EXT. PORCH SLAB - VAR' S - SEE SLAB SCHEDULE TOP OF GARAGE 4' CHAMFER I°I'. ( �i v, CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7' AT ELEV: b` .• JOINT (WHERE 4 6' CHAMFER (2STOR1� N4 24' W/ 1/2• ISOLATION (I -STORY) I - 6- CHAMFER (2-STORY) 0i ! 0'-0' lh��� APPLICABLE) z SEE SCHEDULE p5 30' JOINT (WHERE APPLICABLE) Z a EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE e6 36' FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #7 42• iv AND BAR QUANTITY NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), UNO r7�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE G)@ GARAGE SCALE: 3/4'=1'-0• CORNER BARS DETAIL DOOR OPENING J �t `* 9CALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' --ir AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON HEIGHT NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT VERIFY NAILS, 2-ROWS, 4.O/C BTM. HEIGHT OF WALL LAP TO OCCUR OVER STUD PLAN LAP TO OCCUR OVER STUD OF WAIL PLAN w 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE O u. I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 11 N NEW REINF. BAR O SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP ,/2'x8' WEDGE ANCHOR W/2' WASHER SET IN HIGH STRENGTH BTM. PLATE TO BE PT. PROVIDE DBL. 70P PLATE SECURE BT. PLATE TO 2' CAPPED 0- I EPDXY. MIN. EMBED PLATE EPDXY 5-1/2' EMBED. MIN. @ 18. OC SLAB W/10d MASONRY NAIL 16' O/C STAGGERED. GALVANIZED PIPE Q 8', UNO — SIMPSON SPH4 OR SPH6 MAX ADDITIONAL METAL W/FLANGE @BASE Q a FOLLOW ALL MANF. BTM AND TOP PLATE CONNECTORS NOT ch G SPECIFICATIONS FOR I USE AND ANCHORS W/ ,Od x i 1/2' REQUIRED WHEN NO o m PREPARATION OF COMMON NAILS FILL ALL W W UPLIFT IS PRESENT. HOLE. HOLES, DO NOT USE 10d w w x 3' SEE SLAB SCHEDULE 2 SLAB SCHEDULE SECURE FLANGE TO Q Q SLAB W/(4) 114X 2 1/4' [SEE 0P 0' OOF SLAB � OF SLAB 4- CHAMFER (1-STORY) . 6- CHAMFER (2-STORY) e EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD L� V MONOLITHIC FOUNDATION (W/ UPLIFT) $ SCALE:34'=1'0 (NO UPLIFT) SCALE:3�4'=1'-0' SCALE:3�4'=1'-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ t6d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE a BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL o PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. ¢ Q w ADDITIONAL METAL m U CONNECTORS NOT REQUIRED WHEN ¢ 1n T. UPLIFT IS PRESENT. O 8' CMU WALL a' VARIES 8' ? RED LINTEL CONT. (TYP.) S' CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE Zt7SEE IFF.R 1POU 2X WALL FRAMING r 0'-0' TOP OF SLABe• 1p Z SLAB SCHEDULE a 1/2' DIA. SIMPSON STB2 BOLTS 5' MINIMUM EMBEDMENT INTO o C a'. 'ISOLATED' COLUMN PAD CENTERED UNDER WALL AND GROUTED CELL, 4• FROM ENDS AND i6' O.C. VERTICALLY MAX a y MONOLITHICALLY WITH • T�POURED FOUNDATION AND SLAB SEE SCHEDULE EDULEFOR WxD, BAR SIZE BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY /// SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 12 SCALE: 1'=1'-O' 9 SCALE:3/4•=,'-0 (NO UPLIFT) �� FOOTING AND COL. PAD ��� BLOCK WALL CONNECTION SCALE: 314'=1'-O' 1 1 SCALE: 3/4'=1'-O' A B i N i T I C T i 6 Grouse 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdoWgngroup.eom AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 186.2828 FAX: 813888-2802 00 13'-214'-6" 10'-8" 8'-2" T-9" �4'-10" DOWEL PLAN SCALE: 1/4" = 1'-0" 1 I ON IT I C T i 6 Groauo 41 N. RONALD REAGAN BIVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.ebdeclgrigroup.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 164 FAX: 813-08&2802 go 16 D 10/30/20 INCA=. 1/4"=1'—O" 91110ET 51.2 zL� TIE VERTICAL REBAR HORIZATIONAL EBAR W/ 10' HOOK GROUTED BOND BEAM /�O TIE VERTICAL REBAR �c VARIES PER ELEV. Z .. d. .. ..� TO HORIZOMAL REBARW/10'HOOK � a a. 11 GROUTED BONDSEA. VARIES PER ELEV. -k Z a a O Q p ¢ Ii5 BARS FEI 10'HOO '$amilJ d I° — 0 ° � _ • 0. .Q _� <�� ._.a4�, , ° a �� • O¢ CLEAN OUT REQUIRED oN m c Q FOR INSPECTION m 0 0'-0' FIN. FUR, n TIE RREBAR d • a TO HORIZONTAL o Fl ill °.:- REBAR W/ 10HOOK BAR SIZE 48 BAR OIA. 7r-�r • Z� O #3 18" 30" CMU UNIT DIMENSIONS � ARE NOMINAL SIZES 0,6, OFFSET METHOD CONTINUOUS BAR SIZE 48BARDIA. #e 38' #7 42" HORIZONTALNERTICAL HORIZONTAL/VERTICAL METHOD #4 24- #5 30' MASONRY SYMBOLS 3 SCALE:3/4'=1'-0' REINFORCING REINFORCING; SCALE: 3/' 42. (D SCALE: 3/4'=1'-0' I N C N IT E C T 5 GroouulL�. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdesig0group.00m AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 3004 TAMPA, FLORIDA 33634 PH: 81S886-28Y8 FAX: 813886-2802 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. S. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .M ° x 2 7/8' LONG, WITH WASHER 0 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK PTION DESCRIPTION REMARK (D (2) 2X12 SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS G1010E-6MI8 1 SAFE LOAD - POUNDS PER LINEAR FOOT 10 (4n PRECAST I 2231 I a2N 4am mp 7M7 em Nla4 tlaN 4'4' (4" PRECAST tt106 3m1 m1 3am 4ap aan 7m1 nm mm 4em nla 7a47 . t0m4 ltam 4'4' 049 PRECAST I ISIS lava np 2an1 S7m 1 4m 1e4m a2N 9- - (649 PRECAST 1217 tap S2p aa16 W. 707 an F-IT (701 PRECAST 1062Iii0s 1174 ton 20qmp mN 3470 2m2 4am 711a nn aamS4' (m9 PRECAST We 21n a1m 301 mm 4M matmw a m afa0 mr4' (On PRECAST 743 17m tam 2ma 2M 313M Rom 17m 2mt Sm art ow am94' (112') PRECAST 04 11a Nm 2N4 3W W8 aNs 13N lap =4 31m 4 am1V4' (12'r) PRECAST 476am l2R top 2m 21m 2ma tom tap tam 2N7 47m114' (13r) PRECAST 882 W 13m IM tm3 M127 40m aN 13M lap 21m 11. 4. 1" (14/') PRECAST 837 w m3 "m"M mm mm Sam ep m 1m4 9110 21m tam Sam 134- (1907 PRECAST 298 m 7m tm 14M us 2w tam 471 im 1m 14m lam 2na 2m U'4' (188� PRECAST 279 4m 7m ION 73m 1m7 n27 2/10 442 = lam lam 10117 2W 21110 14'4' (178') PRE$IP688ED I NR NR NR NRNR NR Nit 4m lm p10 tam mN m17 27G low (154� PRESTR(3i8B1 N.R Mt NR mNR pt Not MR 412 Ito !WOIra mm 2110 =8 lrW Wn PMTWSED N.R. mt Nt mt N< MR Im Nt m0 aN am 11m Hm lap 297 19-C Mn PRESTRESSED N.R MR Ml M tR Nt Nt NR 2m 420 7m 10117 loll ina tna 214' Mn PWATRF48ED KR. M NR In NR NR NR NR too m am w 1114 an l4m 22'4' (2041 PRESTRESSED N.R NR mt tm NR NR IR NR 24'4' (An PRE87T I NA tm 9m (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. GENERALNOTES 1.) CODES 1.1 FLORIDA BUILDING CODE 6th EDITION, 2017 RESIDENTIAL SECTIONS R402.2 & R806. 1.2 FLORIDA BUILDING CODE, Sth EDITION, 2017 BUILDING, SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (ACI 530-13 & ACI 630.1-13) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8- TO 11- SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE 'M' OR "S" 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN FM = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE'UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD" WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 6TH EDITION, 2017 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 6TH EDITION, 2017 BUILDING, SECTION 2104.1 42 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FOR LINTEL LENGTH AT 6'-6" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) S6 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14"O" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. SAFE LATERAL LOADS FOR 8' PRECAST PRES TRESSED U-LINTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD DI F SAFE LOAD - POUNDS PER LINEAR FOOT 74' (4r) PRECAST 4'0 (4V) PRECAST 4'4' (64') PRECAST B4- (64') PRECAST 9-10' (M') PRECAST W-r (TS') PRECAST 7-4' (W') PRECAST 9'4' (112') PRECAST 10'4' (12n PRECAST 11'4- (13r) PRECAST 12-0' (I"') PRECAST t34' (180') PRECAST W(r (7SS1 PRECAST 14'4' (17S') PRENTREB 16.4- (iSY) PRESTRE8 1r4' on PRESTRES 194' PM PREFM 21'4' Wn PRE8TRE6 224' (284) PRESTR68 W-W On PRESTRES ©�DODR>;�Oil �R>�R>OR>E7mR>;�7R>ORi:� m����000i ©RiiiL'!RQ'10�0R>r7 ©0m0a00 OD©m��m anr,• aatr7� aaa-1w aa7R".mt aalvenN atar�Im aa!r':aN 29S 293 1 100 1 14'4r (18n PRECAST MR 2M 91 I 14'4' (179) PRENMEBSED NA 269 83 low (1841) PRESIid N.R 194 84 1r4' PM PRENTRENED N.R. 148 62 19-C Pn PRE N.R. 125 42 214' Mn PRESlAti88� N.R It$ 40 2F-W (04') PAfiBTRESSED N.R. 91 33 244' (28r) PRESTRESSED (a) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TABIEW BY CASTCRETE MAY 2D15 EDITION - PRECAST PRODUCTS BY OTHERS TO MST OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE SNBTALLED PER MANUFACTURES SPEGFICATKM - PROVIDE MINIMUM 4* OF BEARMO PAST EACH SIDE OF NRNDOW OPENING 1 BF16-lT/OM/OB BF16-1T/OM/OB 8F16-1 lB 8F76-1T/OM/ 2 4'-6' 4'8" 17'-4' BF16-1T/OM • PRE -STRESSED 4'-6- I I AH7T I I I I I I I I I I I I I I 8F16-lT/OM/1B 10' " L-------------- r------------------- PROVIDE 8137 I I WHERE ROOF I i TRUSSES BEAR, TOP H- OF WALL 0 9'4' LINO I I b ^� I I �:. I I LL I I I I I I I I I I I I I I I I -------------------- m 0 �v I I g L----- J" F � �e LL /AH7 A OBF14-lT/OhOB ECESSE N 4 8F36- /OM/1B 8F36-tU1MAB 1 4" 8F16-lT/OM/1B 9'-4" PRE-1 EBBED - - - - - - - 9".. Is000sm-irLGE u LIFT BEAM PLAN SCALE: 1/4' = V-O' I R C R I T I C T Il 6 Grou1LR. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdooleVoup.com AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 8134IM2802 DAINT .9 ATIL* 10/30/20 8CALE. 1/4"=1'-O" mHzzT s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8'x8' w 1#S 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING S �t PLACE STEEL HEIGHT, O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. t#5 STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x16' BAR W/ 30' LAP FOR 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / IS PLACED. THE STEEL OJ BEAM IS #5 CORNER EACH COURSE OF BOND BEAM 8 E 1#6 REINFORCING FOR THEOTTT0 BOND BEAM TO CONTINUOUS THROUGH THE / TOP OF THE LINTEL. S / A\6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. VERTICAL REBAR W/ 10' HOOK �O / g5• FOP 8x16 DEL. BOND TOP BEAM W/ #5 BAR BOND BEAM / ,\�•`L 0 QP� (1) EACH COURSE '\O O 8x8 BOND BEAM TOP OF BOND BEAM • G�\a W/ (1) #5 BARIREFER 30" TYPICAL /GROUT GROUT SOLID FR•� TOP I tY\O� U = UNFILLED .j1\O NOMINAL LINTEL TO TOP OOF OPENING WIDTH /"� # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 Il/ j 6-1 T/ 1 M/ B 8X8 PRE -CAST C pr EF�P NOMINAL LINTEL W/ (1) #5 ✓ LENGTH OF BAR OF MASONRY QP HEIGHT # OF #5'S, TOP 9 OPENING-2' BEAM DESIGNATION CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE DR n REINFORCING OF BOND BEAM THAT XFXX-1T/1MOB INDICATES AoouBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE -CAST CG SCALE:3a'=1'-0' 1 AND XFXX - IT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERIT ISTHIS ENGINEER'S INTENT TO PLAN FOR LO AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOPs. LINTEL OF OPENING AND XUXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') 8' FROM EACH END AND AT LOWER ELEVATION 18. O.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BENT AS SHOWN 2.6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST' 3 iA4' n. OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') 8' a SLOPE FROM EACH END AND 18' 70° 2"O EMBEDMENT1114' 4 - 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER ELK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL � ILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP -- 5 SCALE: 3W.V-0' S SCALE: 3/4'=1'-0' �\ PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I SINGLE #5 CORNER I BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF EF P FILLED CELL BOND. BEAM g II I II I U JE II I�8x8 II CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR($), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF AT ENSURE THAT PIER GROUTS BENEATH BOND.BEAM CHANGE LINTEL. CHANGEIN OF BOND BEAM 07ELEVATION SCALE: 3/4'=1-0' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4'=1'-0' A R C N IT 19 T i 6 Grou III 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407.77"078 www.ebdWpgmup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 8134366-2802 �BIIIIIIIII! D � 10/30/20 SCALE: 1/4"=1'-O" 8iIEICT s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x i 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8' LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM Y-0% FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. m m ,� 01 MI �'�!� l i:�'1 mill- IW)I dol■a�l�l� '� ! �'.:. 1 �' ��i I'i I 'do-l- lolYl r=i i'I ' _ i. � ' III 0Al •_ •�, AH AH AHT AH , , AH1 Al I, 1 ' wa . ,,� I Kaj �//CIA , �� •,.�/�� ��j/ ,�� Q ��� 0 i OFAl � ' j rd j // • / '�;' 'ICI Ii x —off - IM of �1 of 11 11 �: 11 Lull p, I.II 11 111 1 ON 1Ill. 111� II I'II ON D,1 -- 11®j&®1117 NJ _ - ---11 �I , WIN KNEEWAL2� BI B 1 FRAMING PLAN SCALE: 1/4' = P-0' A R C N I T R C T 6 GrouoL� 141 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslpgroup.eom AA k: 0003325 DRAFTI7GROUP A.B. DESIGDRAFTI5439 BEAUMONBLVD. SUITE TAMPA, FLO34 PH: 813486-2628 FAX: 813886.2802 Dw 10/30/20 8CAL.E: 1/4"=1'-01" sHmwr s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 }' NAILS TO TRUSS 842) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }• NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12.0/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP F2 2' x 4", 6". 8' x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS, ENGINEERED WOOD TRUSSES 0 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LEIS (1 PLY) B ALLOWABLE UPLIFT = U2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ GIRDER CONNECTORS) ��314= BBB BACKER11100K THICKH 3 4600 3/4' WOOD PANELS 8000 (2) 1/Y WOOD PANELS 60 (2) 1/2- WOOD PANELS 90 2x LUMBER 3/4. T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. I -JOIST CONNECTION @ L.B.W. `+ SCALE:3/4=V.0' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM. - PLATE DEPTH 1/4'D —HOLE EDGE >5/8' -HOLE DIAMETER 2/5'D SGL. STUD HOLE EDGE>5/8' HOLE DIAMETER < 315'0 DBL. STUD AND BORING LIMITS 0 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP 82 2' x 4', 6% 8' x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3- 0/0 TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �--A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) }' x 5' TITEN HD TO CMU AND (12) SDS }' x 2 }' TO GIRDER 8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) e x 5' TITEN HD TO CMU AND (18) SDS }' x tx2, 2x WOOD FASCIA 3' TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) }' x 5'TITEN HD TO CMU AND (18) SDS }' x 3' IX2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12' O/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT= 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dx1/2 HOG COMMON NAILS. 0 EACH END TOTAL OF 10 8B� BALKER EM 711CKNm 4600 3/4' WOOD PANELS 6000 (2) 1/2' WOOD PANELS 60 (2) 1IY WOOD PANELS 90 2x LUMBER LVLA-JOIST WITH BACKER BLOCK HTT4 W/ 5/8' A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (18) 16d x 2-1/2' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4'=1'-0' A - SIMPSON HUS28 G < 1200 LBS, U < 12BO LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, VAIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28.2 G < 2400 LBS, U < 1810 LBS W/ (2) V4"'SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HG-8-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5• MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL SCALE:-'=1'-0' 41100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL s 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4' x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 2' COVER & 2' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4".V-0' 8'EDGE CENTRAL SPACING SPACING SEE SEE �CHEDUL SCHEDULE S E• A I G LAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 5 1/2• MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. = Z 2. END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °D CLOSER THAN 6. O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4' (2) PT DIA. x 3' MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE 4EDOEBPACDi6 CQ0FALvACING A DOUBLE 2x6 1/2' 8, O/C 16.0/0 B DOUBLE 2X8 3/4' 8' O/C 24" 0/0 C DOUBLE 2x10 1/2" 8' O/C 16. O/C D DOUBLE 2x10 3/4' 8.O/C 24. O/C E DOUBLE 2x10 3/4- e' O/C 16' 0/C F DOUBLE 2x12 3/4' 8' O/C 12, O/C 10 WOOD LEDGER DETAIL SCALE: 3/4'=1'.0' (2) 2X4 N0.2 SYP DIAG. 20 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 0'-0' TO 30'-0- (1)'X' BRACE SEAMS) 30'-1' TO 60'-0 (3)'X' BRACE E SECURE 2X8 PT. PLATE (i)'X' BRACE 0 CENTER TO BILK W/ 1/2' DIA. (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's W STIFFBACK (AS PER O.C. MAX TRUSS ENO) CONT. 2X4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. �1 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'=1'-0' A I C I I T I C T I 6 Grou�� 1.41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-714-6078 FAX: 407-774.4078 W W W.Sbd$Wgngroup.com AA A1: 0003325 DRAFTING II A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813.896.2628 FAX: 8134388.2802 so F'PRZNT 10/30/20 8C#.LX: 1/4"=1'-0" 91m]" S3.1A FLOOR DECK 2x8 PT TERMINATION 2x4 3TRONGBW/ SECURED TOJ BLOCKING SECURED TO WALL14F EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16" x 4 TAPCONS NAILS PROVIDE TRUSSLAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, �1 FLOOR BRACING SCALE: 3/4'=1'-0' SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (6) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF"BUNDLE* OF STUDS PLYWOOD FLOOR SHEATHING = SIMPSON SPH4/SPH8 BTM. FLOOR TRUSS PLATE STRAPS W/ 10d x 1 GIRDER TRUSS R 1/2•HDG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3' O.C. 1ST PLY INTO LEDGER AND i0d 0 3' O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8' CMU WALL REINF PER PLAN PER ELEVATION sZ 83iOU PER ELEV TION ¢ m 1X2 FIRE -STOP MI #8 WOOD SCREWS x 2' LONG 0 S.O.C.; STAGGEREDOFF CENTERLINE OFF 2x6; MI 3/4' AS SHOWN SIMPSON A23 EA. TRUSS II �/ k814° NAILIN�GJPATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X_LEDQER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING �ON EXTERIOR WALL #8 WOOD SCREWS x 2' LONG 0 3' O.C.; STAGGERED NI AS SHOWN IM DBL2X8LEDGER J1111N11 TO CMU W/ 112' EXP. BOLT 8' CMU WALL AT 16' O.C. AND 8' fROM M) REINF PER PLAN END W/MIN 5.1/2' EMBED. FLOOR DECK R ELEVATION III 6/4. N � NA4,Ai0 PATTERN 02 PER ELEVATION 24' M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 0 12' O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4•=1'-O' 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLICNG BETWEEN TRUSSES W/ 10d 0 3' O.C. 1ST PLY FLOOR DECK 20 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d 0 3' O.C. #8 WOOD SCREWS NOTE: 0 TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2' LONG 0 3' O.C.; NI 2x4 BLOCKING 0 EA. BRACE. TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF NAILS EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR ) CENTERLINE OFF 2x6; 3/4• AS SHOWN 2x4 BRACE 0 48' O.C. w/ (5) 12d 1'<' MIN. FROM 2ND. FLR. FLOOR DECK NAILS 0 EA. END LINE 2x6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2' EXP. BOLT Nl 8d RING SHANK NAILS 0 4' O.C. MAX 0 BT. OF FLOOR TRUSS 6' CMU WALL AT 16' O.C. AND 8• FROM INTO BLOCKING (ST. 2X6 IS FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN 5.1/2' EMBED. i8d NAILS 0 8' O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC /4„ PER ELEVATION PER ELEVATION O Z NAILING PATTERN 3nUN<V< Q fig$%W PER ELEVATION m PER ELEVATION PER ELEVATION jh 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE FRAMING PLAN) PRE-ENGINEERED WOOD T1 FRAMING PLAN) MASONRY NAILS 0 12• D.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 0 REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. EVERYTRUSS(VERIFY i X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/ TRUSS PLAN) AT TRUSSES PARALLEL (VERIFYW/T USS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 3DALE:34=,'-0 PRE-ENG FLOOR TRUSSES 6 PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-O' O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (fYP) 0 24' O.C. NOT SHOWN FOR CLARITY) MAX REE ATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8• GYPSUM BOARD OR 1/2' HIGH W/ 1/2' CIA, ANCHOR BOLT W/ 2' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U <990 LEIS W/ (14) 10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. IOd TOENAILS SLAB. SEE EMBED, AT 32' OC MAX. 8 - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LEIS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8. O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING, SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o• SIMPSON SPH4 OR SPH6 BTM 1/2' GYP. WL. B0. :0: AND TOP PLATE ANCHORS W/ 1 Od x i 1/2' COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's 0 EACH FILL ALL HOLES, DO NOT USE 10d 3. 112'x9' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'-O' O.C. MAX. x EPDXY 5-1/2' EMBED. MIN. 0 16' 1 0a 10b 1 Oc OC MAX. SCALE: 3/4'=1'-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL '' TRUSS TO POST CONNECTION SCALE: 3�4•-1'-0' - :a!- °', A - SIMPSON MTS-12 U c 990 LBS W/ (14) 10d GALV. NAILS, - .!c•.A B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'x3'SDS, (1) 5/e•' A.T.R. TO HDU4 AND (10) 1/4' X 2 1/2' BIDS TO POST TRUSS CONNECTION 0 L.B.W. POBTTOBLABCON1EClM .7C3 AU SCALE: 3/4'=1'-0' A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8• A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (26) 16d x 2-1/2' NAILS TO POST. GWODesign LLr_ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 i DRAFTIN:RO A.B. DESIGP DRAFTIN5439 BEAUMONT LVD.SUITE 1TAMPA, FLORPH: 81388FAX: 8138 PRE-ENG TRUSS(STRAP PER FRAMINGNOTES) l2) 2XI2 NOR W)FLITCH PLATE. ATTACHED U.V(2) 2X KNEEWALL TO SRG. HT. META-24 • EA. SIDE SECURE TO CM W/ 1/2'X5' ANCHOR DOLTS W/ 2' WASHERS PRE-ENG TRUSS (STRAP SET IN HIGH STRENGTH EPDXY PER PRAMMG NOTES) • 24. OZ. (1' MIN. MTL. DRIP EDGE EMBEDMENT)-TYP. 2x SUB -BAND 12'-S' ofw: HGT. (2) 2XI2 NPR VENTED vINYL/ALUM. SOPPIT DOUBLE TOP PLATE I0'-10' TOP OF ARCH DSL STUD 0 DSL STUD W/(2) SP4 WK2) SP4 (TOP 4 SOT.) (TOP 4 SOT.) V-4' SRSs HGT. S' STUCCO --2' SPRING BAND INE OP ARCH 0'. LL H Z � LL 0 f ENTRY SECTION -ELEVATION D B SCALE:IR'. I'-0' 1441 N. NONALU NEAUAN ULM LONGWOOD, FL 32750 PH; 407-774-6078 FAX: 407-7744078 www.abdosipgroup.com AA M: 0003325 J III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PM: 819886-2628 FAX: 813486-2802 �INIIIIIII DwATE 10/30/20 SCALE: 1/4"=l'-O" almwr s3.1c i (MILE END f_�6� - .P— ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 10 ZONE 1 20.97 PSF (30.97) ZONE 2 = 35.67 PSF (45.67) ZONES = 61.08 PSF (71.06) 'A'= W-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16- O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 6d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND Ed RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ed GUN NAILS 0 4' O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA. SHANK TENSILE STR. SHANK Bd RING SHANK 21/2' 0.120' 170000 RING ((iRINGS SCREW SHANK ER I ER INCH) Sd SCREW SHANK 2 1/2' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL &TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. zw Z W Z QU N Z Cc 8d RING SHANK GUN NAILS 0 4" O.C. .. TOP & BOTTOM EDGES .. a � z9 :) W 15 LL = z U t=it O 0 V ' J J Q z Y Z j Q LU CwD ED EDU W _ ¢��ti Z op L, m a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER ORT R ASS -` ---_1Emmmmi. 11 E ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 0 W O.C. IN FIELD / 8d RING SHANK GUN NAILS 0 12- O.C. IN FIELD or Sd x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.7 FIELD GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM=.. MAXIMUM AGGREGATE SIZE SHALL. BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pRpAryDE S%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHBi NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 61h EDITION ALL EXPOSED EDGES OFCONCREfEAPETO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS. SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Po =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 8-M& CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSONGRgkA WHERE INDICATED ON POLYETINCHES HYLENEBARRIEREMBRA. ELASTICITY .1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLbFORMED STEEL STRUCTURAL MEMBERS 2011, ASIDE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS TAPPED SEALED MATH PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORWWORK: SHALL BE RATED TO RETENTION LEVELS OF 026 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Sth EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP k2. IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 66 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A619 MEETING THE REQUIREMENTS OF ASTM A446, GRACE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPUWTCA BCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PN AND VERTICAL BARS SHALL LAP S x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pat TOP CHORD-rron-oon0urrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' 46 BAR - 36' WOOD TRUSSES. 10 pN BTM CHORD -nor c current A6 BAR - 30' 47 BAR - 42' P D CAT NG ADDIT ON L EAD L AD O ROOF DEAD LOAD DEAD LOAD 15 pN TOP CHORD 20 PN TOP CHORD (7 pN W' ASPHALT SHINGLES) (10 pN w/ No GYPCRETE) 10 pN BTM CHORD 5 pN BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10pef BALCONY LIVE LOAD SO paf STAIRS LIVE LOAD 40 pN WIND: DEAD LOAD SPEED .160 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE 8, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30p9f, BALCONIES (EXTERIOR) AND DECKS: 40pAI, GUARDS AND HANDRAILS: 200pN, GUARD IN -FILL COMPONENTS: 50pAf, PASSENGER VEHICLE GARAGES: 6 N ROOMS OTHER THAN SLEEPING ROOM:4 of, SLEEPING ROOMS: STAIRS: Op OP 30pN, 40pN SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF Z000 pN, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUM' SHALL NOT EXCEED S' 4-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAMMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SWILL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER TWIN 90 MINUTES, THE CONCRETE SMALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/E" FOR 96AND SMWLLER 2' FOR Mi AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 36" x 38" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS CALCULATIONS IN 1 1 I A I O S F R THE TRUSSPROVIDE MANUFACTURER WILL CRICKEROVIDETS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR LOCATIONS FOR ADDITIONAL INFORMATION, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASIDE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm .2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AN CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR D PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM G-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/e' COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF e' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE 'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., LA O STRUCTURALSTEEL: THE MATERIAL FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Py .38 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B, FY . 46 kN. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 kel. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLK:ATKIN slE TYPE BPACwO REMARKS APPLFATION IRE 1YPF ACiY3 PFMARK9 IK2PTFI1RRVq TO CASEHARDENED— A EDOOR BACK OTo 1M'OM. TAFCON MASONRY �D'C tt/!' EMBED,. I END D19T.. MA90NRY/CONG, NNL 11?LIXJG. .'OM 1M9pNRY,CIXC. NO WA51&H FAe 11 I-EDGEDE,T. SGD.AL. EXT, DOCI CA9E FMRDENEDCOx pQC WINDOWIDOOIL FA9TENE0 .—E DOOR BUCK I.- W/ EXPANSION BOLT 2K'QC I EMBED., 4'EM)D19r., x ,SEEWTE. -It VYLONG. 9TAGGEiIEV INTO MABONRYIDONC. TO MA9ONRY,CONG. WASHER IED.. DI WINDOW BUCK CASE ...NE. -I 4.O,C WINDOWIDOON F—ENE. METUSTMPTD CONTACT THIS ENGINEER FOR SPACING 1x PT, BEE NOTE. NAIL I I/Y LONG, $TAGGERED INTO MAeONRYICONC. MA90NRY ICONC, REQUIREMENTS EXT. BUYING DOOR 121 BIt.'DM. 'TAPCON' 11k'EMBED,.' EW, NON EEARMO WINO 1- E%PANBKx/ 1EMBED.Y END OF BUCK 2x PT.9EE NOTE. DIO WASHER FA NER 18'PC DIST., I_ EDGE GIST. WALL TO Do -BLAB WIWA M BOLT EK D19T., B'EDGE OISi. 2x PTWINOOWNICK 9B•PAf x21R' YQC A'END. -T.,I I/Y PT TO —EL COL..9EE �1y/I WAw1EP STAGGE— EDGEDEn. NorE a NOMS 1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. A R C N I T R C T 8 6 Design Grou{0LLG L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 748078 FAX4.4078 wWw.e 4r407oom AA _. 3325 DRAFTING BY: A-B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 819S68-2828 FAX: 813888-2802 Dw nnrr 10/30/20 wcAm. 1/4"=1'-0" mptzlm S N1 TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS