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HomeMy WebLinkAbout7151 Steer Blade Dr0- JJ 230 lJ 1_N FOR: ALL WORK SHALL COMPLY 'WITH PREVAILIN CODES FLORIDA F30II. DING f °00E. NATIONAL ELECTRIC CODE, AND THE CITY OF ZEI HYRHILL.S R HOR11ON ORDINANCES REVIEW DATE MA° 1 20 CITY OF ZEPHYRHIL , PLAN EXAMINER 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ��� BR1IIaQiG Cam. ppp�+ �MY ABV. ABOVE LAVA LAVATORY DATE DESCRIPTION 1 DR HORTON HOMES 12602 TELECOM DINE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 ` � -AM LOM AM NA72 CC= -OCCUPANCY - RESIDENTIA4 GROUP R3 'CONSTRUCTION TYPE - VB -MDQ. INTERIOR FBiI3H - CLASS B -BASIC IBND SPEED - Vult=150 MPH Vesd=116 MPH :WOSURE - B `1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX IIEIGHT AS PER LOCAL AND STATE CODES A/C A/C ALT. AMP. BD. CL CAB. cLc. OCR CONC. CPT. C.T. D. DBL. D.G. DIA. AIR AIR CON ITI ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER MUM. M.C. MFR, MIN. M.T. MTD. MTL. N.T.S. O.C. PL PH. PH. FLY. PLYWD. PR. P.T. LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATES PLYWOOD PAIR PRESSURE TREATED 24 19 / / ADDED 150-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION /29/19 ADDED SCONE CAP NOTE TO ELEVATIONS �C CtS��HHW tPlGr SSN 1N M A1- 0 PG A2D—ELEVATION "D' FRONT a REAR (5 1E PCCCH) PG ASD—ELEVATION 'D� RIGHT k LEPT ( 12 PTTCE{) Pp(G1 1 C G =� G _P uCT OVAL G Y LY 10/14/19 UPDATED LED LIGHTS PER D.R.HORTON 2/04/1 ADDED SEPARATE ELECTRICAL DETAIS PER D.R. HORTON 01/27/20 ADDED SIMPSON CONNECTORS LLO• USP �/04/g0 UPDATED MA87ER BATH. BEDROOM /4 k BATH /9 07/14/80 CHANG® ROM NAIBiB PER D.R. NORTON 12/01/ MADE REDLINE CHANGES FROM ENO. FOR 2020 CODE CHANGE 12/01/20 WAIIIING ON ENGDn= APPROVAL FOR DETAIL UPDATES 01/19/81 Rim= ALL XREFB FOE 20E0 FBC CODE CRANGB - DIM. DISP. DP. DR US. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT A RAD. PA.G. REF. RM. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH A -W p _ D • STATE OF FLORIDA �7. I1 S 17N /1AT /�L�(� Q 1 1 CAW ►7 PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA DWL: EA. F" oSTHWASHER EACH ELEVATION S.CC.. S.D. SHT. SOLID CORE EXT DR SMOKE DETECTOR SHEET HUNG AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LIVING 23�2 SQ FT. GARAGE (ELEV. D) 538 9Q FT. ENTRY 90 Ga FT. EXH. EXT. F.GIFX. F.G. FIN. FLR FLUOR, EXHAUST EXTERIOR FD[FD GLASS FUELGAS FINISH FLOOR FLUORESCENT SHWIL SHWR SUM. SL. SE GL. STD. Sw3 SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 COVERED LANAI 20I $N.i FT. TOTAL 3161 Iba FT. era R,FRENCH GAR. DISP. C.F.I. GL. GYP. BD. H.B. HDa. HCT.OREVIEW INSULR� BJC. FOOTING �R GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HE ER GO1� INSULATION HEIGHT INTERIOR TEMP. T.O.C. T.O.P. TYP. TYP. U.N.O. WV.. WD. wDw. W.I. SECTION TEMPERED CLASS TOP THICK TOP OFPLATE TYPIOF CAL AB TYPICAL UNLESS NOTED OTHERWISE WASHERR�F WITH wA HeAreR WROUGHT IRON STRUCTURAL SHEET DESCRIPTION PG 31—FOUNDATION PLAN PG 31.2-DETAILS L P G 31.2-DOWEL PLAN G 31.2A-DET PG 92-LI'1 T PLAN PG 32.1� DET_ PG 33.I G PLAN PG 33.1A-DETAIIS DRAWING CONTRACT DOCUMENT BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3.1B-DETA1LS PG 33.IC-ENTRY DETAILS PG SNi-DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS 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 WILL RESPOND TO ALL WRITTEN RFI'B IN MRIITEN/DRAMN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ON3TRUCTLON BASED ON THE DRAWING SET. A RCNIT EC TO 6 Gason 441 N. RONALD REAGAN SLV LONGWOOD, FL 32750 PH: 407-774-GOT8 FAX: 407-774.4078 www.abdesiogroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813888-2828 1 FAX 813-SM2802 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 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 FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 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. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE 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. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER 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. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 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 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8 INCHES 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 5 18 -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 YW NCH GYPSUM BOARD OR EQUIVALENT. v- S. EXCAVATIONS TO BE A MINIMUM OF T- 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, UNO. 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.' TIER 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: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. 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 ROOFAVALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE B FT . SQ. PLUkvmw i. 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 3/4' PVC (SCHEDULE 40), INSULATED WITH 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 FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2, EXTERIOR WALL COVERINfiB 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR Fti418 W 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ys' 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-C926-18b, ASTM-CIO63.19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'U 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 -19a AND R703.7. FIRE RESISTANT CON>YIRUC111010 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 CEKINOS 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 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS 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. EXTERIOR SOFR78 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) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A N C N I T E C T 8 6 Gr ula. t41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdosign9mup.com AA k: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134862628 FAX: 813886-2802 ONIIIIIIII n�w11'L 02/03/21 SCA.LM 1/4"=1'-0" lls*= O4' GN 48'-0' IY'-2' 15'-4' IS'•6' F16 4'-4' �'-10' S'-0' '-4' 9'-g• 4'-6' r;7 25_814 HB 'XIV FAA TEMP 25-8H 25-BH -- -- - - - - - - - - - - - - - _ 0 Op iv BEDROOM o+ 9,_4. CLG I I 9.-Aa, BEDROOM_ 2,-0,1 9,-41CLG. ;p 12 -0. TRAY CLrL TO W-Ir 3'-I' 3'•8I Y'-I® I/2' 41-0' sow SGD. 1 � IR-ISH T 3'-6' 4'- ' Ib'-5' I '-9' I I 24'-1' I I I I - X I 1 m GREAT ROOM 9 -4' CLG I 0 0 it .- `ylI I TRAY � 3 v-+ ry. 4 1 O I 7 �II 1 1 _ _ C SHELVES 0 T1. I I Ii II I I m I � -, r �� I KITCHEN A I 9'•a'GCx II '�'�` j -----� -1IW4 --1-- I 0 I I I 2'-4' ' �' 8'-b' '-4' 3'-0' 14'-6' 6'-4' ` I s v I r PAN. r6BOOM DINING 0j m BEDROOM v "v iLL�•I.W:r � , m 4 _0. b,_2. 3,_2. T WH 2 -0 2XIo 54'x22' r-----1 we o PRE- PLUMB ATTIC ACCESS I L - - _ _ _ J T OF a T l lc 4' 3' L.T. 8' o m I CT O BATH TUD I�-2' V-4' CdG FOYER ------ 9-4'CLG.O 3 S .DGARAGE 9 i 9 9'-4• G.G. WK2A2' 13'-4• BEDROOM s = $ ENTRY 9-4' CLG. C' 8' G.G. 4110 8'-0' X Y'•0' OJ4. I61- X Y'-0' O.H. '-4' B'-0' -8' I6'-0' 1'-4' b'-4GRE88 3'•Im X-2' 28'-4' FLOOR PLAN SCALE+ 1/4' • I'-o' '�- NICHE TEMP. Gd.A66 TO FLIT WM 24' TEMP. GL6. DR FLOOR PLAN NOTES - ALL DRENSION6 AM PROM FACE OF T W BLOCK WALL [OR EDGE OF FLOOR SLAB) TO FACE OF WALL 6TUD UNO. - ALL INTERIOR WALL6 ARE S Jr UNO. • DR, R VENTED TFtla0UGF1 ROOF (VTR). NOT 6CFEENED. - AIR COMPRESSOR SET ON 44X44' PA44ED CONE. PAD. PAD BEGRN •• FROM EDGE OF 6TRJCTURE. - SEE SUET GIN FOR GENERAL AND STANDARD IS INS NOTES. . ALL HABITARLE 1111=16 TO HAVE ARC FAULT CIRCUIT INTERR RUPTE . ALL FULL WEIGHT BLOCK WALLS BETWEEN FILLED CELLS WTHOUT OPENINGS ARE 814EAR UW16. SQ.FT. CALC• S LIVING 2312 SQ. FT. GARAGE (ELEV. DJ 538 SQ. FT. ENTRY 5o GQ. FT. COVERED LANAI 201 SQ. FT. TOTAL 3161 SQ. FT. NOTE, -2-8 LOUV. DOOR ICU AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY S DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL BRIG. 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 3/6' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT W-4' BRG. LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. s SHIM AND SECURE R TOP RADIUS CORNERS, SEE VARIES MATERIAL TO PLAN CABINETS, BRACKET 4 INSTALLER &HALL BLOCKING ] INSTALL FLAT ELECTRICAL BOX BAINFORCING KITCHEN a AS AT EN06 OF PARTITION ARIE C BASE 3TO WAIL NECESSARY. CABINET 9 2'X6'X35-1/4- m L5 in LOW WALL = - 2'X&' STUDS • 16, O.C. w/ I/2' DRYWALL A BARDETAIL Te �n COM°gBR ND CIaODIq>MU LOIOB NNICMD 6PONkE FOR 38TJCpD OU9IB OI'BNIm omm am tiDIIHMDINO RBiM11B m m 111m E MIN. WINDOW 3 5 243/-323 CRITERIA EXTERIOR SWING 213 5 23J/-30.1 DR MIN. CRITERIA S.G.D. MIN. 12 5 213/-263 CRITERIA 16010 OAD. 112 5 203/-24.9 80'Io OJND. 56 5 216/-21J BASIC WIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=B, EXP.=B, MEAN ROOF HT. = 14'-8' PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. A N C N I T N C T 11 6 Grou Lr. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoMpgroup.com AA 6: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819�86-2828 FAX: 813-SM2802 AREA OF ATTIC = 3164 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA 3164 /300 - 10.55 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1518.72 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .SX 1518.72 = 759.36 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 759.36 /115 TOTAL# OF VENTS REQUIRED = 6.60313 TOTAL# OF VENTS PROVIDED - 7 SQ. INPER SOFFIT VENTILATION AREA = 11.736 LINEA LINEAFOOT = 759.36 /11.736 TOTAL LIN EAL FT OF SOFFIT VENTING REQUIRED = 64.7035 LIN EAL FT OF 'AREA OF ATTIC IS THE PERIM ITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF W ALL TO EXTERIOR O.F WALL, NO OVERHANGS INCLUDED /------ FOAhT----\ / CAP:. I \ I I I I I I IDETAIL \ F SCALE: I•" P-O' / -------------/ SHINGLE ROOF FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION PLA 44NG AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION SHINGLE ROOF /---------------------'-\ / WINDOW \ I RAISED % STUCCO BAND WINDOW ( RAISED STUCCO I g. BAND I -- 9'-S' RI I m •1' m H' I HGT. I I I I I �\ A DETAIL 1 DETAIL B SCALE: I'" I'-®• ly\ �'TT.�. _---------------------/ - - - - - - - - - - - - - - - - - - - - - - - - / RAISED \ \ S'-4' BRG. STUCCO I 1HGT. I BAND SIDE ENTRY SIDE LITE DOOR LITE I •I' .B s •�' I I s• s' I I I - STONE VENEER 0-0- FLIN 911 DETAIL \ E. I'. I'-®• / — - - - - - - - - - - - - - - - - - - - - - - - - - — / FLR / n RAISED\ I 4GAMAGS STUCCO I BAND � I I DOOR I I DETAIL � ARCNITICTS Groin 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407.774,6078 FAX: 407-7744078 www.aw"swoup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: S18486-2802 I SILVERADO I LOT #10 BLK 414 PROJECT# 03719.000-10141 FRONT & REAR ELEVATION .: D" n p 02W. 02/03/21 SCPJX: 1/4"=1'—O" skizET A2D 00 �1_2_'-__81Es��1934— _ HG 9 4 T. 0 MT. Y 0'-O' FIN. , FLR. —4 v- CFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT SHINGLE ROOF 1-- i0 — — — — — — — — — TEXTURED FINISH 9 e0 — — — — — — — — — — -- — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — -- RIGHT ELEVATION 5 SHINGLE OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ROOF FOAM GAP TEXTURED FINISHSTONE 0 i� I FINISW TEXTURED VENEER \ LEFT ELEVATION HGT. A R C N I T■ C T 8 Grnniisil,�n LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.abd"oigroup.com Illb AA Y: 0003325 A DRAFflNG BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 FAX: 8134W2802 ELECTRICAL LEGEND SYhL —DESCRIPTION 0 STANDARD SWITCH -4 -WAY SWITCH A -WAY SWITCH IIMER SWITCH H® MUTTON 18CONNECT t RMOSTAT 0NGLE RECEPTACLE (@SvAO-AMP ILLPOLE) ION DUPLEX RECEPTACLE ION DUPLEX RECEPTACLE (EQUIPPED TH GROND FAULT TERJPIER(TAMPER PM616TANT TYPE) I0v DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) OR WATERPROOFAGFI CEPTACLE (GROUND FAULT IFIk°TER) N7v QUADPLEX RECEPTACLE ® ION DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) -0 EDUCATED RECEPTACLE L MOUNTED LIGHT (LING MOUNTED LIGHT ANY LK5HT OOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SQ. FT.) 0m MILD LIGHT FIXTURE YGGG BM15 LIGHT FIXTURE &9GGm dA.8 LIGHT FIXTURE ' TRACK LIGHTING TTLIGHT WITH PULL CHAIN ER CABINET LIGHT ® k4FLUORESCENT LIGHT (RECE88ED) m k4' FLUORESCENT LIGHT (BUIFACE ) kW FLUORESCENT LIGHT (RECESSED) • Coll CESS LIGHT • CESS LIGHT (VAPOR PROOF) ILING MOUNTED LIGHT WITH J-SOX OPT. FAN CTRICAL PANEL (FIELD VERIFY T[ON) FQ -15OX (WALL MOUNTED) QD -SOX (CEILING MOUNTED) ILMG MOUNTED PAN B FAN (1 CFM PER GQ. FTJ JACK hQ DETECTOR (WALL MOUNTED) O DETECTOR (CEILING MOUNTED) MONOXIDE 097ffarm— M MOUNTED) IMES ® MILthu MOUNTED OUTLET FaW� JACK ^EJOIS PORT 1 PHONE OUTLETS 1 FANS • TO DE VERIFIED S HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO SE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FDCR Tth EDITION (2020) 1 NEC 210)2 201'1 • 20AAMMPP DEDICATED LAUNDRY CIRCUIT. • GF • ISLAND (NOT ON KITCHEN CIRCUIT) • DIGALLAGHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN CAPACITY OF BID GRIM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI50T9 PISCR'Ith EDITION (20202 • LAUNDRY ROOM RECEPTACLE SHALL BIE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDER& • WIRING METHOD SHALL DE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBICR'Hh ED (29wL • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FDCR'ITH ED (2020) . ALL LAMPS SHALL IBE SELECTED 15Y BUILDER AND 15% OF LIGHTING MIUGT BE ENERGY E+!¢ICIENT TYPE PER EEG. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. TRh ELEC. FOR HOOD/ MICRO ASV. wa Q PRE -WIRE \ FOR \ CLG FAN \ 1 1 t qlmz --------------------- i I r------------� I 9 I 1 _ � • � BEDROOM \ PRE -WIRE 1 - - - - -� FOR CLG PAN LED LIGHTING PRE -WIRE ® DOUBLE LAV. FOR WP CLG FAN BATH I O I / �/ I / GFI - - - - - - - - - - ( 1 / - X.. i \ I I \ 1 \ OR GREAT ROOM_ \ _ LED LIGHTING 110N BOX UNDE- - C SINGLE LAV. UNDERCOU/ \ yl i DAL I R FOR F RFOR \\ BATH 2 FOR I / CLG FAN \I �- / W.I.C. �M I L-------------� 1 /K___________ 7- 1 DINING BEDROOM PAN• ROOM'- y�DINING / v OPT. F XTURE 1 V I --0 LED LIGHTING � ® SINGLE LAV. ��� I /' F'RE-WIRE X I I SDFOR /CO\1 j - % CLG FAN MATH 3le ^f T I L_ _ J I LKwFIT 1 FOYER( SWITCH IN ATTIC ACCESS � P- PRE 1 PLU S L.T. I L� 1 _ -_---- 8GFI CL.G. MR CLG. OUTLET GARAGE OUTLET OUTLET FOR IRRIGATION TIMER 1 \ I 1 f d , ENTRY P'RE-WIRE PRE -WIRE ---- PRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LIGHT LIGHT ELECTRICAL PLAN SCALE, 1/4'.I'-0' GFI PRE -WIRE FOR CLG FAN LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 HOUSE PLAN: 2368 2368 MODEL SQ. FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 71 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3, 1 LAUNDRY CIRCUIT AT 1, 1 RANGE AT NAMEPLATE RATING OR COOKTOP/OVEN 12, 1 WATER HEATER 4 ,50 1 DISHWASHER 1,2 1 CLOTHES DRYER Sow 1 DISPOSAL 1 MICROWAVE 1, 1 REF. L2 SUBTOTAL OF GENERAL LOAD 37 FIRST 10 KVA OF GENERAL LOAD AT 100% 10, REMAINDER OFGENERAL LOAD AT40% 27504 VA.X 0.4 11001. TOTAL NET AL LOAD 21,002 4 TON HEAT PUMP #128 AMP X 2 672 10 KW ELECTRIC HEAT AT 65% 6500 NERAL LOAD TAL HEAT LOAD iFLrFUREGROWTH10 % 21002 13220 34,222 3422.1 CALCULATED LOAD FOR SERVICE 37,644 VA/ 240 V= 200 AMP SERVICE REQUIRED 156 AMP NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210.12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 3000 VA @ 100%, REMAINDER @ 35% NETLOAD RANGE: 12,000 @ 70% DRYER: 5,000 @ 70% TOTAL NEUTRAL AMPACITV: 18,489/240 = 78 A #2 AL MINIMUM NEUTRAL CONDUCTOR. 14,283 VA 6,949 VA 8,400 VA 3,500 VA 18,849 VA I ti CU OND 2" C;CNDw OR 1 14 AL GMD IN 2" COMMIT. NATB ABOVE SOPPIT • CYNO04ANW 200 AMP ELECTRICAL RISER r� NOT TO SCALE GENERAL NOTE& C421OMATIC N A, ELECTRICAL MATERIALS MID INSTALLATIONS "RACE DISCONECT SHALL COMPLY WITH ELECTRICAL PROWSIONS OP M ND THE FBCR TTSI SDITION []O]eJ. LOCAL CODES, ANDBUTCH ELECTRIC ALL LOCAL POWBR COMPANY XISMIIIFINTS. METER IN HEMA Q ALL CONA=0RS SHALL BE TYPE THkIN/MW UNLESS NOTED OTHERYSE ® !R ENCLOSURE PCUER COMPANY TR4NSFOR'ER PROVIDE 200 AMP, GSA40 VOLT. I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 1 210 COPPER (CU) IN 2" CIA SCHEDULE SO PVC CONDUIT OR PROVIDE D ,4/0 ALL"""(AU IN 2" CIA 6041110 E SO PVC CONDUIT UNLESS SERVICE R FRONDED BY THE ELECTRIC COMPANY. C00MINATIE WITH THE ELECTRIC COMPANY PRIOR TO BID. SERVICE aoN ENTRANCEy y SallIVICE Eaw"ENT EOUI4EiT INTERSYSTEM BONDING TERMINAL AT LOU VOLTAGE CONNECTIONS 1 •4 CV SERVICE GROUND COMECTIEO TO CONCRETE 0CAUD ROOTER STEEL PER ELECTRICAL PROVISIONS OF PBCR MTH EDITION (]07Q01 CIA X S PT LONG COPPER CLAD GROUND ROD ARC N IT N C T S 6 GrouP2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abded048roup.com L_ _ _AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MO-26282.3-8 FAX: 886.2802 amnnn M1 �� -------- I I m I I I Q I I m I I I — I I I I I I I I I I I --- --------- I I I I I I I — — — - Y•Vr-rR r------------------ —� --' >� r.\ 2'vTR 1 IR. A i �y 2 111/2Z•VTR L V 2• io UIC I v 2'VTR 3• L yIL _ ill u 13 x I AV IGTGNEN / I UIG TUD 81NIC Uv I 1 . AUTO VENT 2• 3• V yl'I Y \ O10 3' I 1 3. ®II q I 24'-I' I 13'.2• 3' I F R e UMI5 I I d I I I I I L.T. III I I II I I LL------------- WASHER 4' CO u �OIPT. n R�F. ii I ' NOTE. ALL PVC PLUIDED TRAP8 a ARE TO BE 'P' TYPE TO 4' '$' TYPE ARE PROHIBITED. MAIN ' PLUMBING RISER d7PT l I SCALE: NT8 T PT. 2'-8' 1'-11• rn U11-I o� F'RE- 1 I F'LU 15 4' 3' L.T. L-----J V ZP TUB t0 9 CV P1 PLUMBING PLAN SCALE, 1/4' . 1'-0' A It 0 N I T N C T• ^� LONGWOOD, FL 32780 �•� PH: 407.7744078 FAX: 407-7744078 www.abdealgngroup.eom likk AA M: 0003328 go DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813488.2828 FAX: 813488.2802 HVAC NOTES I. ALL MECHANICAL EGUIPMENT SHALL 15E PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON-CA4DITIONED AREAS SHALL ISE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL DE SEALED WITH GLASS FAD 4 MASTIC, AND INSTALLED AS PER MC 1TH EDITION (2020) MECHANICAL 15LM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 01 CLASS I AIR DUCT AS PER NFPA WA 2-3) 4. PM614 AIR INTAKES SHALL NOT SE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL SE CONSTRUCTED IN ACCORDANCE TO FEC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR SATHNG FIXTURE$ SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FEC 1TH EDITION (2020) MECHANICAL. CODE SECTION 403. 8. ALL EXHAUSTED BATH RD", SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALL$ SMALL HAVE AN APPROVED FIRE OR FIREJSMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECCMA'ENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DDF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELDOWO. ATTIC CEILNG� PLENUM__` AIR SUPPLY AIR EVAP. TRAY NOTE: ALL HVAG TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA88-THRU AIR GRILL SECURE STRAP TO CONK. CONDENSER W/ (2)-3A&'X2' TAFCONS UNIT SIMPSON WS ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 0SXI 1/4' $HT. MTL. SCREWS EXTERIOR WALL y 'VC CONDENSATE BRAN LINE LEEVE TO LINES BELOW SLAB REFRIGERANT LINE$ TO RETUCONDENSINGUNIT Vt'ECHANICAL TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, A8 PER FBCR 1TH EDITION (2020) 15LM CODE SECTION 301.2,4 HVAC DRAINS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONO. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA. PLUG BRASS PLUG SEE OPEC. I'-8'X8' CONC. I I FIN. GRADE' FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE A8 REQUIRED FITTING OR EXTENSION TO 801E WADE 8240-K J06AM 560M OR WASTE AS INSIDESERIES NICKEL BRASS TOP REQUIRED CAULK P.VJC OP11/OPEC INV. SE TOITF: PLANINV. I PLAN (i)FLOOR SLAB CLEAN -OUT (TYP)yELT. GROUND CLEAN -OUT (TYN—TV�PN.) MECHANICAL PLAN SCALE. 1/4' . I'-0' A R C N IT R C T S 6 WDm Gol n 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.®bde4ign9roup.com AA A: 0003325 IF DRAFTING By! A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813Ni88-2828 FAX: 8138B8-.2 IF e.�o-�ar�o�. 1.- 2X4 TOP PLATE e PRE-FAD TIMU88 iR' CI.G. BOARD I/2' DRYWALL ,_ e O 1 jr- MAX SIT I ' % O W/ me Tl1De ' PLATSECURE- TO GLAD ,.I'(/ MASONRY NAIL • 3Y OG. BLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FIN, TYP. INT. WALL NON-BRG. SCALE: 3/4'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND--I-"' CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR�_ p/S' GYPSUM Bl OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (I)- e5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS ,PIPE THROUGH BOND BEAM SCALE: 3/4' -1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFIC.4TI" STRUCTURAL Ix2 P.T. FURRNG— STRIPS • 24. O.C. 6' CMU 1/2' GYP. UN_. 50 - WOOD BASE — d e 91. 4 n W/ WINDOW OPENING H vaomm STPI CTUR& role 2.0 P.T. to ATrACWW TOP" CULL Al MM AM-POVAL MdL GRAL.wr . 6Aaale woo 2B GAS LINE THRU BLOCK I �� GARAGE DOOR JAMBS y SCALE: 1 1/2' • 1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS BHMGLEB AS PER FDCR Wb.U. WITH U CeRLAYMENT ROOF SHEATHING; AS PER FBCR 908JU. R FOCIRIS THICKNESS AS PER �E SHEET SNL SECURED PER THICKNESS AS PER FASTENER SCHEDULE SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER —REFERENCE ELEVATIONS STRUCTURAL VENTED SOFFIT PRIE-Ews TIRJw WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER M. DRIP EDGE FASTENER SCHEDULE 2x FASCIA PER ON SHEET ON] ELEVATIONS PRE-ENG GABLE TRUSS VENTED SOFFIT WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS IF2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT. PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 10 0'-0' FIN. FLR n TYP. WALL SECTION " NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR (:jZ-STORY HIP BLOCK WALL 4::122,, A (2)) LAYER UNDERLAYMENT SCALE: 3/a'•r-m SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486% TYPE IV, OR ASTM D 615-1 2X4 SPF 24' Or— MAX­­,_WIBTN UNDERLAHYMENTES SECURE W/ (2)12d NAILS AS PER FBCIR 905J.1. • EA. END ROOF SHEATHING 2x BLOCKING. BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE IAX PRE-ENG WD. TRUSS 9X 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER MSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/S' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS (FENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2, GYP. ILL. So — a, CMU �— WOOD BASE R FLR.� _ 0'-0' FIN. FLR a 8' CMU c O W/ WINDOW OPENING TYP. WALL SECTION " NO OPENING. 5Q1-STORY GABLE BLOCK WALL SCALE, 3/4*-1'-0' A N C N I T N C T 8 6 Grou0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoWOlgroup.eom AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886.2628 FAX: 613.888.2802 01111111117 D 02/03/21 SICALM 1/4"=l'—O" 8*11 r D1 Im 2X6 P.T. • CENTER OF DOOR HEADER GEMMED W (V V2• X S• J-BOLT W 4' MN EMBEDMENT WV 2' X 2' X I/S' WABFER 4 NUT OR WV (2) V2' X S' ANCFIOR BOLTS W 41 MN EMBEDMENT W/ 2' X 2' X VS' WASIER 4 NUT- -OECRE 2x4 0U ® FLAT TO BLK W(MASONRY NAILS. 2)t6 )GARAGE'XDOOR BOOK SECURED m I IS (LT VU• X S' IR OILTM'M XI NT, tkv 2' BOLTS, W 4' Mad BMBEDI. (1) W Y x r x IAl• uASHER 4 NIIT. (u WITHIN S• OF TOP. (U WITHIN S• OF THE SIM (2) EVBiY 61-ACED. el I(Bf NOTES, ALL ANCWORS ONALL BE M ACCORDANCE TO MAMPACTU NW6 INSTALLATION INSTRUCTIONS WHERE 6004 NSTRUCTI" ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT rw.6lvr.r4r 2" 00 SECURE TO BLOCK W W*' TAPCONS (MINA SHANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 IS• OG. MAX 6PAON6. 2X4, 00 SECURE TO BLOCK WVWI6' TAPCONS MN SHANK SIZE J46 MIN. HEAD 612E SO0 MIL EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 r' O.G MAX SPACING. 2X4, SECURE TO BLOCK W V4' TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 'Jon MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 W OD. MAX 6PACMG. 2X6, m DW m 2)(6, m SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WV(2) 3/I6' TAPCONS w(2) WI6' TAPCON6 UW2) V4' TAPCONS (MIN. (MIL SHANK 61ZE J0 MN SHRANK SIZE J45 SHANK SIZE J46 MIN. MN, HEAD SIZE 300 MN HEAD SIZE 300 HEAD Sig 3dVC MN ►' cm MN EMBEDMENT 1 V4') MN EMBEDMENT 1 1/49 EMBEDMENAV4 WT14IN S' OF EA $4 END S• CMU WITHIN S• OP EACH END S' CM WITHIN 6' OENDIQ'DRYWALL 4 IS' Of MAX SPACN& 4 W OG MAX SPACING 4 IS'O.C. MING. S' Cm SE PT. OR 6/4'X4'MN I/2•DRYWALL V2'DRYWALL V21DRYWALL BEQJRE TWYU PRAME 4 1'X4' 2Xa. ® 2Xa, m 2Xa, �EXTEND 1-V4• INTO P.T. NAILER SECURE TO BLOCK 'X4' SECURE TO BLOCK El 1w, SECURE TO ❑ MW BLS 3AV WK2) 3/I6' TAPCON6 P.T. NAILER WK2) 3/16' TAPCONG P.T. NAILER WK2) V4' TP.T. NAILER DOOR CASINO (MIN. SHANK SIZE .149 1/I6' OAA. X 4' MN MIN. SHANK SIZE .INS DOOR CASING MN. SHANa(MN SFIANK SIZEMIL HEAD SIZE 300 MIN. HEAD SIZE 30n MN HEAD 0 TN1'OA1S X 4' MNMN HEAD SIZE inn MN. EMBEDMENT I V49 DOOR CASING MN. EMBEDMENT I V49 MN. EMBEV4')MN. EMBEDMENT 1-V4' WITHIN S' OF EACH END VAT14IN S' OF EACH BD WITHIN WOEND DOOR CASING WITHIN S' OF EACH END DOOR JAMIS OR WINDOW 4 W O= MAX 4 W O.C. MAX 4 W'OG. M4B•O.C. MAX SPACING ATTACH TO 2X PER SPACIN4 DOOR JN'ID OR WINDOW SPACING. SPACING.MA4VIFACTUNE8 DETAILS. ATTACH TO 2X PER DOOR JAMB OR EINDLWDOOR JAMB OR WINDOW MANFACTWES DETAILS ATTACH TO 2X PER ATTACH TO 2X PER MANIFACTUREG DETAILS MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3/4" OR +5/4" r.\WR4DOlf TO BLOCK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK W 3A6' TAPCON6 MN SHANK 61ZE J46 MIN. MAO SIZE 300 MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 W O.G MAX 6PACIG. 2X6, SECURE TO BLOCK W(W 3/16' TAPCONS (MIN. SHANK eIZE J40 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') 8' CMU WITHIN S• OF EACH END 4 W OJ:, MAX 8PAC ,KL V2• DRYWALL 2XS, ® El VX4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS MN SWANK SIZE Jo DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 6' OF BAC41 END 4 W OJC. MAX SPACE' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS NOTE. BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +1 1/2" FOR TO BLACK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/16" /:.1 A TO BLACK +1 15/1S" Y 2X4, m SECURE TO BLOCK W 3/16' TAPCONS MN SHANK SIZE J45 MIN, HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W Or- MAX SPACING. NOTE, STRUCIURAL 2X MUST BE 2X6. m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3M.• TAPCONS 3/I6' TAPCON MN 1.1/4' (MIN. SHANK SIZE 30 EMBEDMENT INTO BLOCK MIN FEAR SIZE 3" MN EMBEDMENT 1 V4•) WITHIN S' OP EACH END S• CM! 4 W Or- MAX SPACING. V2' DRYWALL cooSECE El SECURE TO BLOCK I•X4• WK2) 3/I6' TAPCONB P.T. NAILER MN GRAN K SIZE .INS DOOR CASING MN MEAD SIZE 300 MN EMBEDMENT 1 V41) W IT RAN S' OF EACH BAD 4 W O.C. MAX SPACNCL DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS NOTE, BRIM AS NEEDED TO PL UMIS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" `�N1D�OA TO HLOCK +2 1/4" NOTE, 64111 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLACK +3" (ZlIrtM2nn* Tn nmvv 4n" 2X4, m SECURE TO BLOCK W 3/I6' TAPCONS (MIX SHANK 61ZE J45 MN HEAD SIZE 00 MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 1a' Oka MAX SPACING, NOTE. STRUCTURAL 2X MUST DE 2X6. m ON OUTSIDE 4 SECURED 69CUE TO BLOCK THR7U214 NON-STRUCTURAL W/0) 3/I6' TAI CON6 3ft' TAPCON MINE 1-1/4' (MIN. SHANK SIZE J40 EMBEDMENT INTO BLOCK MIN. FEAR SIZE 300 MN EMBEDMENT I V4•) wTHN 6. OF EACH END S• Cm 4 W OJC. MAX SPACM4 1612• DRYWALL 2XS, 126E 1'X4' SECURE TO BLOCK P.T. NAILER WIM NIO' TAPC" DOOR CA6NG (MN OR" 612E J0 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') 2ND 2X SECURE TO 6TRUUCTURAL WTHN S' GP EACH END PIR BER WK212d WITHIN S' 4 W O.C. MAX OF EACH END 4 6' TO S• OG MAX SPACINUG DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, 61 M AS NEEDED TO PLUMB MAUFACTUUEs DETAILS JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3" O!n�Inrn1R 'rn wTnrTr 4.A" NOTE, SHIM AS NEEDED TO PLUME, JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 7/16" u�TF TO BLACK +3 7/16" 2X4, 00 SECURE TO BLOCK W V4' TAPCONS (MM. 614ANK SIZE J46 MIL HEAD SIZE 3" MN. EI'BEDPMEM 1 V4•) WITHIN 6' OF EACH END 4 W or MAX OPACING 2X6. = SECURE TO BLOCK WK2) V4' TAPCONH6 MIN. 61aANK 817E J4S MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V49 WITHIN S' OF EACH END 4 10' O.C. MAX SPACING. 2XS, m SECURE TO BLOCK WV(2) V4' TAPCON6 MN SHMK SIZE 14S MN MAD SIZE 300 MN EMBEDMENT 1 V41) WTHIN W OF EACH ETD 4 *'Or— MAX SPACINM NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TWROL04 NON-STRUCTURAL 3/16' TAPCON MIL 1414' EMBEDMENT INTO BLOCK V cm VJ' DRYWALL El19(4 P.T. NAILER V P.T.X 4'MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTLW&6 DETAILS. NOT& SHIM AS NEEDED TO PLlMIS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" `tea Ow TO BLACK +3 3/4" A t C B I T 2 C T s 6 Grouse 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdoWgl&roup.com. AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819888.2828 FAX: 813�888.2802 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL8 MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473*9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z131/2D21 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13672.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1387Z.8 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10456.2 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2022 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/Z021 1149S.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FISCR 3/31/2021 747&1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 1Z131/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 17/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020FBCR 1Z/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR B/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153S3-RS MI WINDOWS& DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 1ZI31/2024 153S3-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020FBCR 12/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL Z020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS V-11" EXTERIOR DOOR 2020 FBCR 1Z131/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 1Z/31/2021 239S6.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 1Z/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 107S8-RB OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12131/2024 IS216-RS OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/Z021 104774R8 JAMES HARDIE BOARD ARTISAN 2020 FBCR 1Z/31/2023 13192-116 JAMES HARDIE BOARD PLANK 2020 FBCR 1Z/31/2023 13223-R5 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 1326S-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 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 202017th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDASUILDING.ORG CONTROL DATE: 02/03/2021 rA 1116 M IT1CT81 6 GrouLn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdoeigngroup.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: 8i"M2802 DAA14 02/03/21 SC.&L : 1/4"=i'-o" SHEET D3 PREPOW D CONTROL JOINT'S ILANSE OF CONTPVL JOINTS Td DE URED TIED TO LATH • 6' Or— MAX (VERY., NOTE, DO NOT PA6TEN CONTROL JOINT TO UW.L EVEN IP STUD EXIST& BEYOND EXCCF r STAPLE& UI/ SECURE C4NTROLMAY ISO �LJONTTO TEMP. OWNING INSTALLATION —� FASTEtERS TO BE SPACED-7 • 1' O.O. MAX VERTICALLY / / \ J' TWICKS COAT CEMENT PLASTER WM LAYER R, POWPIDER BUILDING PAPER APPROVED METAL LAT14 FASTENED f1' (V PT`J 0,C MAX AT SUPPORTS UM LAYER'S 6TUCC0 U"RAIP WOOD SHEATHNG LATH SHALL NOT BC CONTINUOUS r ro vIN v ro r TNPWX H CONTROL \ JOINTS OUT MIKL BE STOPPED AND TIED AT EACH 61D8. ��� 2x4 BLOCKING PER ASTM C1068 PLACID FLAT MAX. 6' TO S' FROM CONTROL JOINT UEN \ CONTROL JOINT FALLS ON AOTETER6 FOR LATH TO BE NAIL& ORS STRUCTURAL STUD STAPLES N COMPLIANCE UV ASTM CI063 2. URE TIES TO BE (NO. 10) 0041V WINO: / 3. BLOCKING SHMN MAY BE N ADDITION/ \ TO WALL 6=6 MGIIRM PER PLAN • a Z S _ T. =I V Ol POLO L61AIO • PT. A OL r17LA NrLro . PLA L CLAN • R.6 L CIAM•P7.0 OL POLO 34YAW 0 PT.A L CYAN • Pr.0 PPmv 46 • OL PCLD NYIO • R. A L OCAM • Pt. e & CRAM • PY. C A I" Pt. C O.imL PM. 6 TILL Pf. C Tollam 00" MILAMM *WAIMTWMT MAIL POLO.02 tlQ cm n APPROVED OUILDN6 WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAP6. ALL SHAM& NEED TO O10 TAPED WTH POWIBER SWMT14M TAPE � / r M" LAP • MrrAL ur" \ LATH VERTICAL LAP TO ON I' �— —L METAL LATH I WM LAYER R, GTUIXA UIRAP UAC LAYER 4, FORTFUM! �OWLDNG PAPER ( PER LAP Scu.E. 1 IR'.r-a r MN LAN L.Y. A- A','. LAP bkm SIDE LAPS OF METAL PLASTER SIAW6 SHALL OE aEGSRID TO FRNMM N®'bNm. THEY &WALL BE TWO WTH 0041E-N (t21-MM) WIVE AT IITERVAL6 NOT MORE THAN V (226-M ). AS PER ASTM CW". Q KICKOUT �AMOF MAW IN URB LAYERS. TEARS DETAIL MAY 06 PATOED WHOM U/RAP TAPE PER MANE. SPEC. OR PEEL 4 STICK I "tiN ' I rna. NnA t( PL4/16M AT 11 DFI" UM Q Mt0YKT1OIL WALL Got WOOD SNEATI OUILDI PAPEP 6TUC0 INSTALL FASTENERS (CLIPS: 6TRAPS, STAPLCS) A6 REOWPED TO SECURE PIP!/ Wm TO PRMOIO STUCCO URAP UM LAYER 9, POWPIOER OUILDNtS PAPER METAL LATH 6'"6' SELF-ADNERINS MOMMIRANE PLAGWM OVER 4'"4' SELF-APHURNG MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. m EXTEND ONTO PIPE 4'"4' SELP-ADWEPtM MCMDRANE PLASHING OVER APPROVED HOUSE u~. FL -- TO oR14dD ONTO 1.11,E k THICK 3 COAT CEMENT PLASTER it CONY. BEAD OP SEALANT INSTALL APPIO MEO MOWN~ AIR METAL LATH I IILTTRATI BARRIER OVER ILM LAYER V, POM PIBER BUILDING PAPER BLAOTOMERIO CRATING OVER STUCCO/ „— , ,M— - ., C.V. PINION (611 TYP WALL SECTION) SNEATHNG SECTION OmrNrMtl6n AE FxNllor pl of th IN d cement pester rw Mmmnt vAth the e C 928-on regWlemants of IN C 928-1BD. IltetaBallm of exWW IethhV end framhg Melt —ply vA1h ASTM C 1083319a. orASTM 1787. 4'"4' SELF-ADIERUIG MEMBRANE PLAG ING (COMPATIBLE V HOUSE URA!" MATERIAL) OVER APPROVED HOUSE YURAP. PLASHSLO TO a[T@1D ONTO PIPE 1' OR LESS PIP! --\ CUT WOOD SHEATHING OR cm WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/1UALL SCREED 5'X5' 'L' TYPE CONTINUOUS 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. N.T.S. 6Yo6' SELF-ADNERING MEP'DRANE FLASHING (COI'U"ATELE W HOUSE ~ MATERIAL" OVER 4'44' SELF-AD44 I MEMBRANE FLASHING, OVER APPROVED WOUSE WRAP. R.AEHMQ�TO EXTENb ONTO rIPE CUT AND OVERLAP ONE SIDE OF SELP-ADFi1112IG MOMDRAIE FLASHING LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/lro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.11 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N IT E 0 T S 6 GroupLn, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeWgigmup.com AA S• 0003325 DRAFTING BY: A.B. DESIGN GRO]BLVD. DRAFTING INC. 5438 BEAUMONT CENTERSUITE 1004 TAMPA, FLORIDA 336 PH: 813888-2828 FAX: 813.886.2602 !�IIIIIIIIII �9111111111J D 02/03/21 SCALE: 1/4"=1'—O" 8 WA1 INSTALL V SELF -ADHERING MEMDRN.E FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SE��E OF FL.ABFIING TO BE, I. BOTTOM. 2. SIDES_ 3. TOP X: VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE I ' TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS, E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i r JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, X' CAULKING 6 JOINT ALL AROUND I PER SECTION EdwW laSVrw and Dlaiarkw BACKER ROD I Exterior use of Portland cement plaster shall comply with the application X. requirements of ASTM C 926-18b. kInstallation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, ' or ASTM 1787. WRB LAYER -1, STUCCO WRAP r.x. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHIG LAYER M, STUCCO WRAP LAYER Q, PO BUILDING PAPER CONS TION —METAL LATH •' CI'U VINYL CASING DEAD 6' RAISED BAND . _ �UEEP B�CIEED L 6' WIDE STRIP SELF 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-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT (BLOCK BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, NT.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 -ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT li' TO 36' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED �� H WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) -APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO 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 WRB LAYER STUCCO WRY WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER -1, STUCCO WRAP LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION T/S' 1EXTtIQD Y�PIN18H a WOOD FASTEN TO WOOD STRICTURAL MEMBER • T' = MAX V G AJ f 36, To A, ME -,ice _ unlit, G+-imil t 6' WDE STRIP SELF ADHESIVE PLASHM6, CLEAN MASONRY 150100E API -LYING V PP41OW • MASONW ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKI STEP #3 S' WRB LAYER 7, STUCCO WRAP WRB LAYER h, STUCCO WRAP 9 APPLY 60 MIN ING GRADE 'D' FELT MEMBRANE FLASHING ® MELF MBRANE PLA OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP a? WRB LAYER n, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP #(o l 9) ELECTRICAL RECEPTACLE GrouPa. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7744078 www.abdefl8hgroup.com AA a: OW3325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134NO-2628 FAX: 818888.2802 CONSTRICTION V HAT CHANNEL • TYPE X. DRYWALL WOOD SHEATHING WRB LAYER 9, STUCCO WRAP J' THICK, 3 COAT < PLASTER UM LAYER 1, STUCCO WRAP AMICO AM".WPWQ--1A® a,eTDM CASING ISEm N Ge�Y ELIYL FJ2 FIELD —� 18Fi0UIN FOR CLARIFICATION OF SEPARATE ACCE66ME& ONLY) CASING BEAD nOADTL. ® CANT. SCALE, I I/7' • 1'-0' EXT. WOOD PIRAM ED WALL •WRB LAYER 1, SUD-FLOOR DECKING STUCCO tURAP W RS LAYER 02, FORTIFIBER FRE-CNG•D MISS BUILOMG PAPER THICK3 COAT CEMENT NE WEATHER WA�tlET R -1 PLASTER WEATHER RESISTIVE - 6' SAE.. TOP OF WEEP SCREED BARRIER 4 TO SHEATHING BEHIND WEEP SCREED J' T14MERS COAT CWMNt W POSITIVE DRAIN —9- wise AQW PETAL LATH WOOD SHEATHING — 6' SELF-ADHEREM FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW —WRB LAYER 1, STUCCO WRAP — WRB LAYER -2, FORTIFIBER aUILOMG PAPER 6' SELF-ADIEIEING FLASHING UIRAPPED • CORNER OF CANTILEVER NOTE: METAL LATH: LATH TO 5E PER SECTION Ri03,11 / ASTM C-641-14a, MIN. 2.5 L55. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/ I RESILIENT HAT CHANNEL !, VINYL CASING BEm 5/9' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FIN16W — i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEm vMYL CASING EEm L 11D DRIP EDGE INSTALLATION W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEPIENT PLASTER WOOD CONSTRUCTION RESISTIVE 1 RESISTIVE 42 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON .WEATHER RESISTIVE BARRIER 1 •HEATHER RESISTIVE BARRIER V i' T14ICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIE6 ONLY) "e—WRIP EDGE T _ O I EXTERIOR GRRADE Yi GAP FOR BACKER DM WALL ROD 4 SEALANT I.' THICK 3 COAT CEMENT VINYL CASING& DEm -LASTER - WATER PROOFING Mt LAYER (2 LAYER PEEL 4 STICK) PEEL 4 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER V X V 26 GA GALv. PEEL 4 STICK) METAL DRIP EDGE SET IN FULL DED OF PEWE L 4 • SPACE P 1P MIN.ST erlcK .DRIP SPADE I9R01"I DRIP EDGE TO PACE TO TREX DECK ;I" SHEATHING BATHER RESISTIVE AR�RER 1 °ATHER RESISTIVE AIRIER R &AP. \ -EEL 4 STI`CIC I N4'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 11}' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)S' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE .4 E+AIRIER 'I WEATHER RESISTIVE BARRIER 4 EXTERIOR COLU N COLUMN SHEATHING CONTINUOUS Ys' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL 6' SAF. LEGEND IYa'x3"L'FLA6WM DRAINAGE PLANE (WRB FULLY EMBEDDED IN ROOF T LAYER 01, STUCCO WRAP) IV X 3' 26 GA GAILY. METAL DRIP EDGE WRB LAYER 02 (FORTIFIBER ...... — — SET SEAL�ANT V MINI. OF BUILDING PAPER) SPACE FROM DRIP PACE O TREX �L T� METAL LATH x—x—x—x WATER PROOFM lot STICK) YER (2 LAYER PIANO, PEEL 4 STUCCO BALCONY DECK TO CANTILEVER WOOD OR �/16' ZIP WALL J' THICK, 3 COAT CEMENT PLASTER SHEATHING METAL LATH J W/TEXTURED 4 PAINTED / WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — Yi SAP FOR DACKER FINISH SIMULATED 11i'XI IYs' P.T. OR SIMUL ROD 4 SEALANT ROD 3 COAT CEMENT 4' POSITIVE DRAM name sreaen WOOD (TREX) FILLERVINYL CONTINUOUS CASING BEAD �1� WATER PROOFING Mt' WEATHER RESISTIVE VINYL CORNER BEAD [SHOWN FOR CLARIFICATION OF LAYER 12 LAYER PEEL BARRIER 9 VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) STICK) WRAPPED PROM WEATHER W616TIVE CLEVER To „ „ BARRIER -2 BALCONY DRIP 6'PEEL 4STICK • DECK MEMBRANE, 11C EDGE INSTALLATION ® COLUMN GE DRIP EDTO DECK EXTEND OVER DRIP (W /" L" FLASHING) Sue FLOOR NUDGE ®® 3' x 3' 26 GA GALV. SCALE: NT8 WOOD SHEATHING METAL DRIP EDGE SET IN RILL BED OF 1 'XI ii P.T. OR GMW.ATE WOOD (TREX) FILLER SEALANT, Ji' MK FROMX RP UIQB LAYER 1, U � CONTINUOUS FACE TO TRESPACE . STUCCO WRAP I ' Ys' GAP FOR BACKE ROD 4 SEALANT WATER PROOFNG I.t 2x FRAMING MENDER j' THICK, 3 COAT CEMENT •' WOOD SHEATHING FINISH LAYER (2 LAYER LAYER G2 LAYER PEEL 4 PLASTER WRB LAYER "2, FORTIFIEIER PEEL 4 STIGU 9/4 RESILIENT STICK) WRAPPED FROM BALCONY DECK TO 2 Imo. rixueR n:Een •� BUILDING PAPER HAT CHANNEL CANjlLEVER FASTENED TO SHEATHING . ! WRB LAYER 01, 3 COAT CEMENT PLAereR a;°':' • i Or- MAX I METAL LATH ! STUCCO WRAP METAL LATH C S/6' TYPE 'X' DRYWALL i WOOD SHEATHING RESISTIVE 'i • � WRB LAYER 1, d' THICK, 3 COAT CEMENT . �! i WRB LAYER 112, FORTIF15ER W/TEXTURED 4 PANTED FINISH BARRIER BARKER 1 STUCCO WRAP PLASTER '! BUILDING PAPER p 3 coAr ceMENT RESISTIVEJ 4 BARRIER-2 DRAIN 't WOOD SHEATHRNCs WSELF-ADHERING METAL LATH AS, MASTER PLATER WEHP SCREED METAL LATH , FLASHING `1' �' THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD7 WRB LAYER 4, FORTIFIBER (EXPLODED PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY). BUILDING PAPER IEW FOR CLARITY) DRIP 11 EDGE INSTALLATION SFPRNERBALCONY HEAD ® FRAME DRIP GAP \ lk 2 1/2' CORNER BEAD (FASTENER 4 SPACING a l' O.G.) CMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WINDOW FLANGE WRB LAY] BUILDING METAL LL J' THICK: PLASTER WSELF-o FLASHING DRIP C, WINDOW 1-- 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) A A C N 1 T E C T A 6 GWO� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdoWgftgroup.com AA A: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8134886-2628 FAX: 813MG-2802 91111111111 )' GAP TYP j' THICK 3 COAT CEMENT WOOD SHEATHING C' TO TRIM PLASTER METAL LATH LEGEND IX TRIM MEMBER WRM LAYER PI,P SIDIN• SINTRAN G GCT SITI 9TUCC0 WRAP TO WRIS LAYER 42, FMIPI15ER DRAINAGE PLANE (WRB 9TUON WOOD SHEATHING BUILDING PAPER SIDING WOOD SHEATHING LAYER "I, STUCCO WRAP) �. WR8 LAYER 4, FORTIFIBER WRB LAYER 02 (FORTIFIBER — • — • — — BUILDING PAPER WRB LAYER "i, BUILDING PAPER) STUCCO WRAP METAL LATH x—x—x—x METAL LATH THICK 3 COAT CEMENT URB LAYER 02, FORTIFIBER STUCCO WRAP STU LAYER P STUCCO PLASTER P BUILDING PAPER SruccO WRAP WOOD OR 1/I6' ZIP WALL 6'SELF-ADHERING , METAL LATH CASING BEAD SHEATHING FLASHING 6' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED 8� THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD ; ,.------------------------------------------------------------------------- -- (CROSS SECTION) P THICK, 3 GOAT CEMENT DRIP CAP 18 SEALANT PLASTER WINDOW FLANGE WRB LLAO ER 01, � METAL LATH i � R VINYL ANGLED i WOOD CONeTm =TION BEYOND CASING BEAD oRooD ewAtHNo I , UAATFIER RESISTIVE ? , WRB LAYER '2, FORTIFIBER es�IAERq BUILDJNC PAPER : e R�m6TIVE /�i4' �\ I WINDOW FRAME WRg LAYER a2, FORTIFIBER METAL LATH .�j; !(CT�rLAreIDNG � \ /"""� BUILDING PAPER ' THICK 3 COAT CEMENT ' FLASHING A r PLASTER ': ` —� jRRE eIeTIVE E-Z BEAD VINYL CASINGBARRIER I ' STARTER STRIP \ \ WEATHER P E616TIVE ; (Wl%' FLEXIBLE PVC BACKER ROD) ; 6'SELF-ADHERING ��J I \1 �\ enRroER n i I FLASHING y e 6CLF-ADHERNG — Ir ���� 0 . FLASHING DRIP CAP =' FLAeHMn i WRB LAYER 01, STUCCO WRAP, V W SIMULATED WRAPPED AROUND FRAMING MEMBER I WINDOW FLANGE TRIM R I I r \ I 6' SELF ADHESIVE FLASHING CASING BEAD C& WINDOW t-Al •WOOD SHEATHING15C FRAME, W/BAND) `,\GM'WCAULKlNG2xFRAMING;.`• OR SEALANT �,` MEMBER DETAIL BELOW EXPLODEDCASINQ SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ------------------------- -----------------------------i ----------------------------------------------- 9 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHING NOTE: ;'' CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION / SEALANT TO WINDOW METAL LATH METAL LATH R103.1.1 / ASTM C-941-14a, MIN. 2.5 LB$. PER 60. YARD (UTILITY OR NOMINAL WRB LAYER 02, FORTIFIBER ; WRB LAYER 7, LATH pOES NOT MEET SPECIFICATIONS) WINDOW FRAME BUILDING PAPER I STUCCO WRAP WOOD SHEATHING ; WOOD SHEATHING ; UCTION WRB LAYER 02, FORTIFIBER I WOW &• 6ELF-ADIERNG i BUILDING PAPER i WOOS µMATWINM ~AGNING WRB LAYER 01, WEARIER RESISTIVE THICK. 3 COAT CEMENT i WAATIER RESISTIVE STUCCO WRAP °ARtl°� i \ SARRIER -1 TO LAP PLASTER SMATI4111111MISISTIVE 61i�TOP MAMIMSR/ WRB LAYER 02, FORTIF15ER Male SIDING ! 6' SELF•ADHERMG BARRIER REMSTNE VINYL ANGLED BARRIER -1 , BUILDING PAPER URATM CASING BEAD FLAOHen \\ / �THFERR I1a SISTIVE I STIJGCOYWRAP METAL LATH VINYL CASING BEAD i STARTER STRIP I I � IMETAL +6' WIDE PEEL 4 STICK J' THICK, 3 COAT CEMENT (EXPLODED OVER FLANGE VIEW FOR PLASTER ; WINDOW FLANGE CLARITY) GALV'D METAL WEARIER RESISTVE Z' FLASIIRIG DARtlIR •I TO LAP i i R x eTre�R _ ABOVE E-Z BEAD VINYL CASING aF zµFL°°HNGTOF 2X FRAMING (W/�I' FLEXIBLE PVC BACKER ROD) r x 6' a TED MEMBER rEwzAb RmExeLi a F- cc i`` , W?roo naA r rIeER •APPLY FULL BED OF SEALANT BETWEEN ;I r eILFRADHERNG \ / 1 IgRiG FLANGE 4 BUILDING WRAP CASING BEAD 0 RAISED I�NG SAT �BUILDING BAND (FRAME) ' ""T` E.—AR ',:: aeAFFlevvEDSEALrNR WRAP 17 A , `: uA6AANA �NSTIVE ... ETHER MISISTIVE SCALE: I I/2'.I'-®' &A IMER vWtrL eaeo� ------------------------------------------------------------------------------------------- WAATHER RESISTIVE BARRIER 2 (WWII' I pt"CO) F'vC �:4QClR ROD! ® IFRA tETOTO FRAME �ER-2 I- 1 6 A Ez BEAD WINDOW CASING 19 TRANSITION A It 6 N 1 T 1 6 T i 6 Grouo 1 l N. KVKAW KCA CLYU. LONOW00D, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdadgngmp AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5436 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813 UW2628 FAX: SJ_A4N .2802 Dw 02/03/21 SCALE. 1/4"=1'—O" skacw WA4 a GO He AT NS' MODRRD T QR N House AP OF OF OPlNNS AMMOVED WOuaNRAr OVER aHEATHMa OVER BID STUD BALL STEP 1 MTALL 6 - 01"-ADHEMn FLASHNS OVER WULM FLANSE AT JAHM r EELOII SILL FLDoBLE FLASFIsq 00 NOT SEAL 0017CM rN STEP 6 TETFOR my F0.D-It � SEC TUCK FLAT UNC N HEAD FCI.D FIOual N AT JA ES4 MOPE SILL R STEP 7 A -ION R.ANINS W M. EOOE OF a" MO. fLQNASCA 'r FASTEN PAWRID Boom (OAP NAILS, STAPUM MULL OUPONT FLIDG P Aa TF R-AOIN6 AT THII IOTA" V IIDE ADHESIVE - BALTED ILRXMLE RAIN" MATERIAL OVER DRIP CAP JONT fPROT0m-u~ IST•22Xd x I&MV) OWWRAL cur ACRDae HEAD o IINDaa ``NIO STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS APPLY OSI H2U (0 EIiIAU SEALANT . RJAD APPLIED RMHM (LANCO UNI7E-6EAL RC-N OR EC2LALJ. MOPE NLL TO EX hom L IT *'Me CONTACTORS RCeP"INLTY TO VERPY THIS GOMPArIBILITY ar ALL PRODUCTS NCLUDNS HOU/EURAP. SIIALA479 / SUP-ADHERNO R-ASHNS MATERALS USED CU10111 6 CONSTRUCTION. 2. SISTALL ALL MATERALS PER MANrACTUMM WSITTEN GIROW 10ATONe SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. F NAND SEAL JAMB TO BILL JONTS WITHm" POLLOWWA COMPLETION OFIOR RETROFIT WORK REPAIR SCHEME GHOM SHALL 15E N IPLEMENTED AT ALL WINOOIUS WITH EVIDENCE OF WATER NTRUSICN BELOW THE WINDOW OPENNG SEAL N7ERIOR PERIMETER OF WNDOW USTH SEALANT tlGII. L IT IE THE CONTAOTORe RALLPRO UC 70 VERIFY THE A4M 4 SELITY O ALL PRODUCTS NCLUDNb UND OUR N SELF-ADUCTIC FL,46HStl MA1EItlALe uaED aauNa rcraTRucrION 2. ILABIANS AT EXTIINOR UINDOU5, Aa DOOR 0MNM SHALL SE NSTALLED N ACCORDANCE UNTH MA0.PACTE11900 SMTALLATM NeTRUCTIOM AND APPROND METHOD U OF I = WMAU U N ACCOMANCE VM4 RElSTRATIGH MANJ'ACTUI®M NPALLATON AND R.ASHN6 NOTR11CTI041, WARMIaL SEALANTS MAY REACT ADVERSELY r NOT COMPATIEL.E. WALL FLASHING INSTALLATION 13 DETAIL MASONRY ec.LLE� siNr'r-m, Wnesien Pn: aw-na�auTa FAX: 407-774.4078 www.abdoWgigroup.com AAM:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. [5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134IW2628 FAX: 813888.2802 ' i \ --------- ------------+------ - - - - 2x6 SUB-BANb W/I'x4' NOTCH m - - -- - END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE 1\\ ----------- - - I/g. '1/S' TEXTURED I \ ---- FINISH 0 WOOD I \\ 2X6 5UD 11/8 1/2' TEXTURED \ "\ FINISH * CMU / \\ METAL FASCIA WRAP Ye' FROM \ \\ © PLAN B STUCCO, I' FROM \ --------------1 ✓ WOOD WALL \ \\ b EXTERIOR WALL \ \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X& 1 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL �NOT INTO STUCCO) ,/B' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR CMU UM LAYER h, STUCCO WRAP (PRAME ONLY) WRB LAYER R, FORTIFIBER SUILOMG PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK CUT )1/8' TEXTURED FINISH w / WOOD, 1/2' TEXTURED FINISH 0 CMU 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ®E L E VA T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A SUB BAND DETAIL ® WALL 3. x x x x` x x x x�4' x x x x x x x x x x x x PRE-ENG'D TRUSS TO BE CUT ® x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-S' x x x x x O.G. MAX. x 2x SUB -BAND W/%'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Cam? WALL W/KICK—OUT 6ME 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 Wl%'x4' NOTCH 0 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 A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A A 0 N I T E 6 T i 6 Grous� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abd"gngroup.com AA M: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813 SM2802 D ripT& 02/03/2, SC#. : 1/4"=a.'—o" 8*9rx'T Vd AV CTE 4" CONC. SLAB z 9 U :' q io 17'-2" 15'-4" 15'-6" 4'4" T-10" 5'-0" 1w 9'-8" 4'-6" T-6" TOP OF� `4 SLAB `� — — — — — — — — — — — — FX18 ------------------- T — FM-6X 3— 11 1.1 IIIIItIIII1I 4" CONC. SLAB PVC 1a x /-16 CHASE 3'-1' 9'-2" 1M a 1/2" FM•16Xi8 3'-B" I I it EXTEND 1.1 r J I SLAB 1 1/2" I 11 NI WI I 11 N -31121 ;1 10'-9" ; 2'-5" L TE-2 -I I X 12 ILL 1 6 I I 1 11 I o 1 0 o I 0'-0" FIN. ELEV. I 1•i c ;' " 1" PVC CHASE FIN. CONC. SLAB ; I n FOR ELEC. @ I I n ISLAND I 11 I I v 1.1 I 11 m �I 1 11 LL 2'-8" Itl 19'-6" -----TE-1 I L---- -31/2 co EXTEND iv SLAB 1 1/2" Q I I I I 5 I I 13'4" 24'4" 20'4" I I 1.1 I w I EXTEND m I m N FM_16X18 SLAB 1 tl2 ao I 11 ml 3 1/2" I I I it am Wri I 1.1 I I LLI Y�y gW I 4 I 60 I 1 4 4 -51/2" I I 1 1 11 FM-16X18 •1 FM-18X1-I I I FM-16X18 E- 4 4 '4' V-0' 1.-8" 1.1 18'-0" '1 1' 6'4" 6'4" 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 -4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION *4-0", 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. B. 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. 11.01NDICATES #5 BAR, IDINDICATES #6 BAR,MNDICATES #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 (#5 = 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 TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 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 j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W I AXW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16" CONTINUOUS 18" - (2)#Vs - (+)014r FMC-16x18 16" CONTINUOUS IF, - 's #5 IN CURB VARIES F-24x24 24" 24" 12" Sa s - 0".0" TE-1 8" SEE PLAN 8" - s - - 0'-0" TE-2 8" SEE PLAN 8" - s #5 IN CURB - 0'-0- FOUNDATION PLAN SCALE: 1/4' = V-O" 6 Groin 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www abdeelgl froup.eom AA #: 0003325 i DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 Ilk FAX: 813-886.2802 30" MIN. EACH WAY MONOLITHIC FOOTING }} �.v z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND d it CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 1 0- SPACING REQUIREMENTS °_ <Lu .� W m W FM y Z 8" CMU WALL O 8" CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR O m 0 to Z '- 0' ^ IN FOUNDATION WITH 30" LEG EACH •- 0'-0" WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I � "I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS • s •ILI'vI"' EXT. PORCH SLAB WI1/2" ISOLATION -SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (iSTORY) 18" •SEE EXT. PORCH SLAB SLAB SCHEDULE TOP OF GARAGE CHAMFER (1STORY) ''-° CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE JOINT (WHERE a 6" CHAMFER (2STORY) g4 24^ W/ 1/2" ISOLATION " CHAMFER (2-STORY)JOINT UAND Z SEE SCHEDULE 30„ (WHEREAPPLICABLE) APPLICABLE)WxD, E SCHEDULEWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE, BAR SIZEDIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND 8AR QUANTITY pT 42„ BAR QUANTITY NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO r�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION SCALE: 3l4"=1'•0" 2 GARAGE SCALE: 3/4"=1'-0" CORNER BARS DETAIL @ 3 SCALE: 3/4"=V-0" LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W RECESS W WALL W/ SYP o a No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ y W 8+ S a NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2'k9" WEDGE ANCHOR W/ 2" Lu W U Z� SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH U ch 2" CAPPED 1 g I EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC GALVANIZED PIPE W/FLANGE 6 BASE B", LINO Q O FOLLOW ALL MANF. N W SPECIFICATIONS FOR I USE AND SIMPSON SPH4 OR SPH6 MAX. BTM AND TOP PLATE ANCHORS W/ tOd x i 1l2" COMMON NAILS FILL ALL r: CURB FOR MASONRY UNITS SET _ PREPARATION OF HOLE. HOLES, DO NOT USE 10d Li O+ AT ELEV: p_ry SECURE FLANGE TO W � x 3" SEE SLAB SCHEDULE Q SLAB W/(4)1/4"X 2114" F p .-0-p" TAPCONS TOP OF SLAB . . • °�-° RECESS AROUND GARAGE • DOOR OPENING : : 4 a r• SCALE: 3l4"=1'-0" EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION LAP TOP PLATE AMIN. OF 48"-- AND NAIL W/16d COMMON 7 SCALE: 34'=V-0' (W/ UPLIFT) 5 6 NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT SCALE: 3l4"=1'-0" SCALE: 3/4"=1'-0" LAP TO OCCUR OVER STUD OF WAIL W/ PLAN 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/tOd MASONRY LAP TOP PLATE A MIN, OF 48" —� NAIL 18" O/C STAGGERED. AND NAIL W/ ICOMMON ADDITIONAL METAL NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED CONNECTORS NOT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND REQUIRED WHEN NO SPACING REQUIREMENTS y UPLIFT IS PRESENT. 2x4 2x6 WOOD BEARING PROVIDE BLOCKING Z Lu SEE SLAB SCHEDULE L WALL W/SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE i '¢ ,-. rL Q BTM. PLATE TO 8E PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL p •- 0'-0" TOP OF SLAB PROVIDE DBL. TOP PLATE 18" O/C STAGGERED. Q LLJ ° ADDITIONALMETAL m U CONNECTORS NOT IL REQUIRED WHEN NO UPLIFT IS PRESENT. W O 8" CMU WALL - Z .- 0'-0 POURED LINTEL CONT. (TYP.) °a 8" CMU FILLED CELL (TYP.) +d' TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE •- 0'-0" 'I• SEE SLAB SCHEDULE ` 1/2" DIA. SIMPSON STB2 BOLTS S" AND BAR QUANTITY TOP of sLAe z o MINIMUM EMBEDMENT INTO MINIMUMENT IN Z "ISOLATED" COLUMN PAD ENDS AND o INTERIOR CURB FOUNDATION 8 WOOD WALL �° •• CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX SCALE: 3/4"=1'-0" (NO UPLIFT) • 8 !_�� POURED MONOLITHICALLY WITH •- • _ FOUNDATION AND SLAB SEE SCHEDULE T SEE SCHEDULE FOR WxD, BAR SIZE k/ FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY a VARIES a INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 3- 3' 9 SOAK 34"=V-0" NO UPLIFT ( ) O FOOTING AND COL. PAD 1 1 BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" es _ L L SCALE: 3/4"-1'-0" i (U 9-CONT. SHOWER RECESS FOOTER 12 SCALE: A RCM I T E 6 T i 6 GMr rol n 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750. PH: 407-774.6078 FAX: 407-774.4078 www.abdoslgngroup.eom AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134062628 FAX: 813886.2802 amm�n3 ,e,oe,000,, 13'-2" 14'-6" 8'-4" 10'-8" 6'-2" 7,-9" 5,-4" 4'-10" DOWEL PLAN SCALE: 1/4" = 1'-W A It ON IT e C T 8 6 GroupL�. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeNgigroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813888-2802 TIE VERTICAL REBAR TO HORIZATION OOAL REBAR W/ 10' HK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. ,. 4 a L-+- -•-� TO HORIZONTAL REBAR WI 10" HOOK a GROUTED BOND BEAM i VARIES PER ELEV. . -a : •_ o. O cc• p #5 BARS v ■ B„ o 10" HOO c ul LJi C 4 ..tea: _ a < •��•'Zr D CLEAN OUT REQUIRED ` 02 FOR INSPECTION' T-Lm - "' a I.. 0 0'-0" FIN. FIR. O g+ . •a TiE RTICAL REBAR a TO HORIZONTAL 4 Ell . a.< REBAR W/ 10" HOOK BAR SIZE 48 BAR OIA. ° 2 OU #3 IV, #5 30° #6 36" NS ARE NOMINALSIZES OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #7 42" METHOD as 24 m/y` MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL 05 30° 3 SCALE:3/4"=I'-a' REINFORCING REINFORCING #6 36" SCALE: 3/4"=V-0' 8"xS" MASONRY COLUMN W/ (2) #6S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR & EXTERIOR FACES OF THE BLOCK AS SHOWN W/ #5 DOWEL IN FOUNDATION. m6l �J /�,�DOUBLE FILLED CELL 4 SCALE: 3/4"=1'-0" A N 6 N I T E C T i 6 Group LLo 441 N. RONALD REAGAN BLVD. LONGWOOD,FLS2750 PH: 407-774:6078 FAX: 407-7744078 www.abdosWgroup.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$88.2628 FAX:8138862802 OIIIIIIIIiI anmmis FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Dd 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. 5. 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. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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. 10. 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, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRRIIPI ON REMARK Q (2) 2X12 GENERAL NOTES 1.) CODES 1.1 FLORIDA BUILDING CODE 7th EDITION, 2020 RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE, 7th EDITION, 2020 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 (TMS 402/602.16) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 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 A616IA615M (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615/A615M (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318.14. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A10641A1064M 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 7TH EDITION, 2020 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUILDING, SECTION 21D4.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318-14 AND TMS 402-16 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) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14•-W CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. i F16-1T/0M/0B 8F16.1T/OM/OB T/0 8F11T/O/0 8F16-1IIII PRESTRESSED 2.1 1 H7T I I I I I I I I I I I I I 8F16-1 T/OM/1 B El I I L------------J UNO. PROVIDE BBi Li I • m WHERE ROOF I 1 TRUSSES BEAR, TOP o OF WALL 9'-4" UNO � I I LL I I • � I I I I I I $ I I I I � I I � I I LL I I m 1 I I I I I I I I I I I I I -------------------- O• ib L-----� f- LL m F14-1T/D 08;L AH7AB ECESSE N b 8F36- /OM/1B - PRE-S ESSED- - - - - - - 8F16- /OM71B LGE LV LIFT BEAM PLAN SCALE: 1/4" = 1'-0" A I C I I T I C T Ill 6 Groin 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.abdoWgngroup.com AA #: 0003325 i DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813886.2828 FAX: 813486,2802 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL RESAR W/ 10" HOOK NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"X8" ffizg 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �O 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL G\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND r\G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND / S PLACED. THE STEEL REINFORCING ORBTH BIS OMITTED AND A LINTEL I BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 ` TOP OF THE LINTEL. o„ , /pvAg \j,\a' Q 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. REAM W/ (B OND TOP OF B#5 BAR BOND BEAM S EACH COURSE •\O�" 8x8 BOND BEAM TOP OF 30" TYPICAL #5 BAR IN BOND BEAM •�\�1G W/(1)#5 BAR .y BOND BEAM F = FILLED W/GROUT "(\ACC U =UNFILLED GROUT SOLID FROM T NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 �'{/%/� 16-1T/11V1/ LNTEL W/(S #5 BAR CORNER HEIGHT # p #5F �S, TOP LENGTH - BAR =WIDTH OF MASONRY a OPENING-2" IT THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM 1 SCALE; 3/4"=1'-0" THAT XFXX- 1T1IW0S INDICATES A DOUBLE BOND BEAM #OF#US'BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=V-0" AND %FXX- 17roMro6 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEERS INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TQP LINTEL OF OPENING AND XUXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 31/a" 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST :4 OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4-) 8" SLOPE FROM EACH END AND 18" 7 O.C. MAX. MIN 1-1/4" 0 ' 26 EMBEDMENT 4 2x8 (MIN 2X3)2,V16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEADI N AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18' O.C. MAX. MIN i-114" EMBEDMENT IN. 2-12d PER BLK. EA. END / TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/16" OSB SHEATHING LLCMUWAUL CORNER BARS 3 AT CORNER STEP _ SCALE: 3/4"=1'-0" SILL CONSTRUCTION `"F %� ARCHWAY FRAMING DETAIL C SCALE:3/4"=1'-O" \.\ let: PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I ISINGLE #5 CORNER p' !t` O I I O I I / BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU II PIER / W/SINGLE OR DOUBLE REINF. SARIS), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL. PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SALE: 3/4" �1 SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-O" Grou l LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesl$Woup.com L AA#: 0003325 / DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 813-SM2802 ammm� FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od 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. 5. 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. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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. 10. 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 (§ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS 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 A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" 6 GrouoL� 1A41 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigVoup.com L AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MW2628 FAX: 813- 8"802 �IIIIIIIIII �vo 000 , A{l) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETAi6 TRUSS ANCHOR WITH (12) led x 1 } NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 k NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) led x 3 }' NAILS TO GIRDER 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)18d GALV. COMMON NAILS. tx2 SECURED W/ 10d GALV. COMMON NAILS / 12" O/C 'MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP 02 2" x 4", s", 8" x 4'-W 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 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) r1 TYPICAL TRUSS/ r, 1 " 1 rl" GIRDER CONNECTOR(S) ` 8� BACI®iBLODL TIBCIOlLL�86 4500 3/4" WOOD PANELS s000 (2)1/2' WOOD PANELS 60 (2)1/2' WOOD PANELS 90 2x LUMBER e 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 1/Z' HIGH STRENGTH CLG. BOARD SECURE NOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 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 112" GYP. WL. BD. I -JOIST CONNECTION @ L.B.W. �,BCALE:3/4"=V-0" (NO UPLIFT) DEPTH 114eD —HOLE EDGE >518" —HOLE DIAMETER < 2/510 SGL. STUD OUTER 113 OF SPAN ONLY BTM.— PLATE STUD NOTCHING r1 AND BORING LIMITS O SCALE: 1 1/2'=1'-0" EDGE >5/8" HOLE DIAMETER < 3/5"D DBL. STUD ENGINEERED WOOD TRU 0 24" 0/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 lx2, 2x WOOD FASCIA SEE ARCHITECTURAL Tt 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BONI GALV. COMMON NAILS BEAM 12" O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ IDd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A{t) StMPSCN LGT3-SOS2.5 GIRDER TIEDOWN WITH (4) t x 5" TITEN HO TO CMU AND (12) SDS }" x 2 7J' TO GIRDER B{l) SIMPSON FGTR GIRDER TIEDOWN WITH (2)} x 5" TITEN HD TO CMU AND (18) BOB }"x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) }" x 5"TITEN HO TO CMU AND (18) SDS }" x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED 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 26 2C TYPICAL ROOF GIRDER CONNECTOR(S) SSW BACI®iKM TIB RS 4500 3/4" WOOD PANELS 8000 (2)1PY WOOD PANELS 80 (2)1l2" WOOD PANELS 90 2xLUMBER LSTA1220 GAUGE W! 10dx1/2 HDO COMMON NAILS. 0i EACH END TOTAL OF 10 LVUI-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18) t6d x 2-112" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVLIWOOD POST CONNECTIONS 5 SCALE: 3 4"=1'-0" A-SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314— SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (22) led 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) led GALV. COMMON NAILS AND (10) led GALV. COMMON NAILS. C -SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 314"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"" SIMPSON TITEN BOLT/JSOLT, 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) led GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=V-9' # 11DO UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d 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 MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6'-0" MAX (W/lX4) R 10--0" MAX a— lx4 DIAGONAL BTM, CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES tx4 BTM. CHORD BRACING 6'-0" On —� �— END WALL OR OTHER MAX., OR 2x4 8TM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O!C MAXSECURED WI (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �L INTERSECTION TYP.�BTM.HORD BRACING SCALE: 3/4"= R 5'EDGE CENTRAL SPACING SPACING SEE SEE `A CHEDUI �KM. SCHEDULE SEE € A ING PLAN SEE SCHEDULE FOR BOLT SIZE 5 1/2" MIN. EMBED. (TYP) SEE LEDGER SCHEDULE d i. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL 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 PAF'S SIMPSON TITEN 114" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE BE00E CE171VILBPACING A DOUBLE 2x8 112" 8" O/C 16" O/C B DOUBLE 2xe 3/4" 8" O/C 24" O/C C DOUBLE 2xl0 1/2" 8" O/C 16" O/C D DOUBLE 2x10 3l4" e" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2.12 3/4" 6" O/C IT O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-W (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. - TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING U-0" TO 30--0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE Q CENTER TO BLK WI 1l2" DIA. (2)11 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 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 19-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. r BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=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 (Fl 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 REOUtRE 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"=V-9' A R C NIT I C T i rou Go 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd"g gmp.Com L AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813588.2828 FAX: 8134i88.2802 FLOOR DECK 2x6 PT TERMINATION 20 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) W6"" x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=V-0" O SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Bd EACH END COMMON NAILS, EACH END EVERY STUD ON EACH END OF "BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING I = SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 12" HOG NAILS WALL / FLOOR FRAMING, , TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" DSL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1 ST PLY INTO STAGGERED UPPER PLY INTO 2x6 BELOW 8"CMU WALL REINF PER PLAN PER ION LL 0 . U K �w PER L ON l� 1X2 FIRE -STOP - NI #8 WOOD SCREWS _ x 2" LONG ® 3" O.C.; STAGGERED OFF CENTERLINE OFF 26; N) 3/4" AS SHOWN SIMPSON A23 EA. TRUSS III �Iq„ r HALING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=1' 0 O NOT USED 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLIPNG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1 ST PLY FLOOR DECK NAILS INTO LEDGER AND 10d Y O.C. #8 WOOD SCREWS NOTE: @ TOP OF FLR TRUSS N STAGGERED UPPER PLY INTO 2x6 x 2" LONG O.C.; NI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF CENTERLINE OFF 2x8; NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. w/ (5) 12d V-4" MIN. FROM 2ND. FLR. FLOOR DECK NAILS @ EA. ENO LINE 2x6 CONT. W/ (8)16d NAILS DBL 2X6 LEDGER TO CMU W/ 1/2" EXP. BOLT NI 8d RING SHANK NAILS @ 4" O.C. MAX ®BT. OF FLOOR TRUSS 8" CMU WALL 8` CM PER PLAN AT 18` O.C. AND 8" FROM END W/ MIN 5-1/2" EMBED. INTO BLOCKING 16d NAILS @ 8" O.C. MAX (BIT, 2X61S FOR WALL SHEATHING NAILER) iX2 FIRE -STOP PER ELEVATION FLOOR DEC �I� Nq„ PER ELEVATION PER ELEVATION r �AF� NAILING PATTERN 00 0: [a��w PER T N m� PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 2q" PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER WI FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) 12 O.C. FLOOR TRUSSES (SEE FRAMING PLAN) SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 REPAIR DETAIL IF BOND BEAM RED. BOND BEAM RED. EVERY TRUSS (VERIFY 1 X2 FIRESTOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16@ WI TRUSS PLAN) AT TRUSSES PARALLEL (VERIFY WITRU 3 SECTION DETAIL (_,__�TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR scALE: 314"=I'-T FLOOR TRUSSES NOT USED (6)EPaREE-E�NG CALE: 3F4"=1'-0" O PRE-ENG GABLE TRUSS. IN 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS *-0" O.C. O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) BLOCKINGG TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX PER ELEVATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BU( W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA, 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. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W1 (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 20 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE 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 12" GYP. WL. BD. O AND TOP PLATE ANCHORS W/ tOd x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 12"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. ® 16" 1 Oa 10b 10C " OC MAX. SCALE: 3/4"=1' GABLE END BRACING W/ PRE-ENG GABLE TRUSS e. a A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. • B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HOU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 518- A.T.R. TO HI AND (10)1/4" X 2 12" SOS TO POST CONNECTION @ L.B.W. w1TRUSS Pos7TOSLAB CONNBCTION �Q V SCALE: 3/4'=V-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 3:5,660 W/ 5M 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 HI POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26)16d x 2-1/7' NAILS TO POST. A R C N I T E C T f 6 Grouo 141 N. RONALD REAGAN BLV LONOWOOD, FL 927E0 PH: 407-774-E078 FAX: 407-774.4078 www.abdealglgroup.eom AA #: 000332E DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. E439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813886.2802 PRE-ENG TRUSS (STRAP PER FRAMING NOTES) (2) 2XI2 NOR 0FLITCH PLATE. ATTACHED W/(2) 2X IOMEWALL TO BRG. FIT. META-24 a EA. SIDE SECURE TO CMU W/ IQ'X9' ANCHOR BOLTS W/ 2' WASHERS PRE-ENG TRUSS (STRAP SET IN HIGH STRENGTH EPDXY PER PRAMMG NOTES) • 24. O.C. (1' MIN. MTL. DRIP EDGE EMBEDMENT)-TYP. 2x SUB -BAND 12'-0' BM W.T.lap (2) 2XI2 MDR VENTED VINYL/ALUM. SOFFIT DOUBLE TOP PLATE 10'-1®' TOP OF ARCH DBL STUD ® DBL STUD W/(2) 6P4 W/(2) SP4 (TOP a BOTJ (TOP 4 BOT.J 9'-4' B10'i. HGT. 5' STUCCO %'-2' SPRING BAND INE OF ARCH • LL T LL f 6'-4. ENTRY SECTION -ELEVATION D B SCALE: 1/2'• 1'-& I NO N IT It TO 6 Grou�Ln 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 FM: 407.7744078 FAX: 407-774-4078 www.abdesigngroup.com AA •: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: U341862828 FAX: 813886-2802 4/ �A FOR ASPHALT SHINGLE ROOF, USE MIN 7116' STRUCTURAL SHEATHING EXP 1(24/16) or 15132" STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132" STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS Q 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 2318" 0A 13 170,000 `16-20 RINGS F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 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 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 30 Sd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD Sd RING SHANK GUN NAILS @ 4" O.C. ., TOP & BOTTOM EDGES ,. TYP. EXT. SHEATHING ATTACHMENT ROOF SHE ATHING I SS Eer p O 5 3 m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING ON ET ' GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2" DECK SCREWS 0 6"4" O.C. MAX EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS may. • aLL L, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE ISPACING REMARKS APPLIGTxxI SIZE 1 TYPE I9PACWG REMAHS tx2 Pr FURRWDTO CASE HARDENED COIL GARAGE DOOR.. II_. TAPCON MASONRY 11YL'EMBFO., 4"ENDOIST. MASONRY ICONC. NAIL 11rz'LCWG. YOIC TOrMSONRYICONO. NOWASHER FASTENER S'O� 11?EDGE DIET. 9G0. K.EM.DOORS CAGE NARDENEO W0. PqC woovwxwaB FASTENED GARAGEDOMBUIX 1 EXPANSION BOLT RP OIC YEEBED.,YENO Ol4T., 1x PT, 9EE NOTES NA0.1 VY tONG. STAGGERED INTO MAS0IAVIC011G. TO MA9ONRY.GONC. ER — WASHER YEDOE DIET. WINDOW BU« CASE HARDENED COx YOIC WpdOgVl000R/FASTENED r.1ETu s—TG CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE NOTES NAIL 11—, STAGGERED INTO MAsoMYICANC. M ,RYICONO REQUIREMENTS E%T.8WW0 WOR a)9NCDIA. -rAPGON' 19'QC 11?EMBED.BEND. NONBF/,RING W000 12' E%PANSpN 4'EMBED.fE- �� BU«2, Pi, 9EE NOTES NO WASHER FASTNER DUST.,_EDGE_ WALL TO CONC.9LAB WI WASHER BOLT 06T., ]'EDGE DbT. 3 PiWWDOW BUIX 0.1]B'PAF xZ 1A' YOK: FEND. OMJT., 11? PT TOSTEELCOL..SEE WI WASHER STAGGERED EDGEOisT. NOTE S 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 HILT] X-ZF HEAP DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5, FASTENER SPACING FOR THE BUCKS SHALL SE 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 EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPGONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016. ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTO ASTM C3XMM. MAXIMUM AGGREGATE SIZE SHALL BE 314'. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 33'. PROVIDE S-M IL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUNDWM1fERE INDICATED ON DRAWINGS. SEAM LAPPED B INCHES AM SEALED NTH ADHESIVE TAPE FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb x 1100 PSI AND A MODULUS OF ELASTICITY = 1 AW000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SWILL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED Wl DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 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 2020, 7th 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 STRUCTURALAEPENDING 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 02' IS COMPLETE, IT IS THE CONTRACTOR'S 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 Al 064/Al 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI T' TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2CHAIRS SPACED 3'-0' 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 TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 pal TOP CHORD+wrHmrlaxrent 10 paf BTM CHORD-rar,mmaent DEAD LOAD DEAD LOAD 15 PSI TOP CHORD 20 paf TOP CHORD (7 pal w/ ASPHALT SHINGLES) (10 Psf w/ No GYPCRETE) 10 Pa W f BTM CHORD 5 f BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10pe1 BALCONY LIVE LOAD 60 paf STAIRS LIVE LOAD 40 paf WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY ILA LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: IOpef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) AND DECKS: 40paf, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: 50paf, PASSENGER VEHICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30paf, STAIRS: 40pa/ 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 2,000 pat, 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 ENGINEERS 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: 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED Y 4. PRIOR TO THE ADDITION OF PLASTICIZER REINFORCING STEEL: REBAR SHALL BE ASTM A615AS15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE SO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW, TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 38" #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, 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 WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (TMS 402. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE frn = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30M PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' 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 0-270. 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)., U.N.O. STRUCTURAL STEEL: 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 A36/A36M, Fy = 96 kel FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy - 46 kal. STRUCTURAL PIPE SHALL BE ASTM A53/A63M, GRADE B, TYPE E OR S, Fy = 36 kal. TUBE AND PIPE COLUMNS SHALL BE CONCRETEFILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 31ll AND ASTM C94OW OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3-FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 11R'FOR A6 AND SMALLER 2: FOR MS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER YC FOR SLABS, WALLS AND JOISTS 1-1/C FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED. FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED DESIGN. FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION% AND 'SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSVASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE 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 PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. A i 6 N I T 1 C T i 6 Grou0L� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 W W W AIDdeaigngroup.com L AA #; 0003325 A Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.688-2828 FAX: 813486-2602 qb VOL' I js�