The URL can be used to link to this page

Home My WebLink About7197 Boxer Round Pl99 2tQO8-DIE � 99 FOR: �o lD i i HOU11ON ALL WORK SNAI i- COd pLy UTH R�VAiLiNG CODES FLOR0ABUiLD1 NATIONAL ELE OFRZEP 0 0FH LS At4 ORDINANCES FZG � OF�M�NE � 12602 TELECOM DRIVE, TAMPA, FL 33637 PLp.N Tel. (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS nDMA MMDM CODE, �EMM •� ASV. ABOVE LAY. LAVATORY DATE DEDESCRIPTION( DR HORTON HOMES 12602 TELECOM DRIVE ��N (�% ) -ALL LOCAL. AND STATE CODES .00CUPANCY - RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB A/C AIRCONDITIONING LUM. ADJ. ADJUSTABLE M.C. ALT. ALTERNATE MFR. AMP. AMPERAGE MIN. B. BOARD M.T. CL CENTERLINE KID. CAB. CARNET MTL. LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL 5 24 IB ADDED 150—C ENGINEERING ARCHITECTURAL SHEET # DESCRIPTION 07/29/19 ADDED STONE CAP NOTE TO ELEVATIONS PG CS —COVER SHEET PC GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" FRONT k REAR 10/14/19 UPDATED LED LIGHTS PER D.R.HORTON 12/04/1 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON Ol/27/SO ADDED sDIP90N CONNECCOR9 I.LO. v6P TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813 740-9715 INTERIOR FINISH - CLASS B •BASIC FIND SPEED - Vult=150 MPH V63d=116 MPH -EXPOSURE — B •1-STORY RESIDENCE :I—STORY CLG. CEILING N.T.S. clx CLEAR O.C. cUNC, CONCRETE PL Gam. CARPET P.B. C.T. CERAMIC TILE P. D. DRYER PLY. DBL. DOUBLE. PR. D.O. DUAL GLAZED PR. NOT SCALE ON CETO NTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PG A3D—ELEVATION b" LEFT A RIGHT PG E1—ELECTRICAL PLAN PG PI —PLUMBING PLAN PG MI —MECHANICAL PLAN PG RI —RADON PLAN PG DI—DETAIL3 07/14/20 CHANGED ROOM NAMES PER D.R. HORTON RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES DIA. DIAMETER P.T. D M. DIMENSION R. DISP. DISPOSAL RAD. DP. DEEP R.A.G. PRESSURE TREATED RISER RADIUS RETURN AIR GRILL PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG VAL—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA D. DOOR REF. D.S. DOWNSPOUT RM. DTL. DETAIL R.O D.W DISHWnSHER S.C. FA. EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL SHT. REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET PC WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WAS ASSEMBLY DETAILS PC WA8—WALL ASSEMBLY DETAILS 1 SQ.FT. CALC. S LIVW. 2312 BQ. FT. GARAGe 538 60. FT. AR No. 93723 c�oV�EREr> LANAI 2VI 60. FT* EXH. EXHAUST SHTHO, EXM EXTERIOR SHWR F.G/FX. FIXED GLASS SIN. SHEATHING SHOWER SIMILAR A.B. DESIGN GROUP, LLC. TOTAL 3,161 80. FT. F.G. FUEL GAS SL. FIN. FINISH SL OL FLU. FLUOR STD. SLIDING SLIDING GLASS STANDARD 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCEIN' SWS SHEAR WALL LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FR.R. FOOTINGDOOR TEMP. GA. GAUGE THK GAR. DISP. GARBAGE DISPOSAL TD.C. TEMPERED GLASS THICK TOPOFCURB Fax: (407) 774-4078 O.F.I. GROUND -FAULT CIRCUIT TO INTERRUPTER TDS. OL. GLASS TYP. TOP OF PLATE TOP OFSLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG SI—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS GYP. BD. GYPSUM BOARD U.ND. UNLESS NOTED H.B. HOSEBIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W WASHER HOT. OR HT HEIGHT WJ WITH INSUL. INSULATION WD. WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW. W.L WINDOW WATER OUGHHTAIRON PG S2—LIFT BEAM PLAN PG 32.1A—DETAILS PG S3—FRAMING PLAN IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3.IA—DETAILS PG S3.1B—DETAILS PG SSAC—ENTRY DETAILS PG SN1—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TLMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE4G SET. AL9LITL TS Design Grou L1G 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.sbdmIgngroup.com AA A:0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMOM CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.688.2628 FAX: 8134386-2802 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WNDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 13/8 INCHES 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 i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302A THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 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 HEREIRSEE 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. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. 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: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM % PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FNBM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. ME RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER A88UMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFrrS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. Fu. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA S: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.896.2628 FAX: 813,886,2802 BIUDDIV. de L07 SILVERADO LOT #3 BLK #18 PROJECT* ng71Q nnn-nilA9 PAGE: GENERAL NOTES 1 SCAL.E: 1/4"=1'-O" 1 GN 48'-0' NICHE TEMP. CA A" — TO FLR W/ 24' TEMP. GLG. ; DR n� 4'-6' S.-8' 1'-4%,N 5'-0. 1'-10' 4'-4' 6'-4- I �ONIp\ I 25-SH 25-814 36'X12' Ffs 25-SH L---� - 0 — — — — — — — — — — — — — -- -- I 9.4' CLG BEDROOM I BEDROOM I I J 1 I s V-4 CLCL Y aA TO18'-8' I 1 4'- 1 I I ., L---- )[71, ..I T ---------- 16'-5' I I' 4 -9' 3 k CAFE 9'-4- C G. ;n 4'-2' I 24'-I' I 0 I I I GREATROOM I 1 1 2, m 9'-4' CA 2 1 i II,'--, I ® CLC% I I14 TO rAr C I I il` •, v O 1 G eHEL I 1 9 I I I m O II ' KI WI•C• "' I¢ 1 I KITCHEN I A 11_j -----IR_ -- ---� 9'-4'Q-G. 1 L I 0 11 I 1 II'_0• '-4' 6'_4' �\\ 14'_b' 3,_0, 2'_4, m I CT I --1-� BEDROOM ry j s DINING v I I� m PAID: r I ROOM W-41 L 0N4--0- W-4'G.G.ii 3 -2' 6 -2' ® 0 9 ii - TMT r-----� v 2 -0 I Wa 2XIO rj 7 T C11 BOT.OF HOR • I L-----J ATTIC ATTIC ACCESS PRE_ o PLUMB TUB T C i 1 8'-0' L.T. W-4' CL.G. '� FOYER V-4'CL& IR-18H ------ S s — 0 GARAGE — 3'-6' V_2' 4'-0' (2Aa' Sl. 13'-4' S'-4 6' 28'-4' BEDROOM a 9 -4' CLG. ENTRY 12'-F CL.G. 5- 16'-0' X 1'-0 OH. 8'-0' X 1'-0' OH, EGRESS EGRESS 3'-2. 3'-10' 6'-4' b'-4- I6'-0' '-8' 8'-0' 1'-4' 13'-4' 28'-4' 48'-0' FLOOR PLAN SCALE: 1/4' . I'-0' FLOOR PLAN NOTES - ALL DY'EN81" ARE FROM FACE OF T W DLO= WALL (OR EOM OF FLOOR GLAD) TO FACE OF WALL STUD UNO. ALL INTERIOR WALL6 ARE 3 x' UNO. - DRYER VENTED THROUGH ROOP (VTR), NOT SCREmD. • AIR COM-MG60M GET ON 44'X44' F'OURW COW— MAD. MAD DE61NG 6' FROM EDGE OF STRUCTURE. WE SWEET GN FOR WNERAL AND STANDARD DUILDIIG NOTES, • ALL HADITADLE ROOMS TO NAVE ARC FAULT GIIIdlfT INTERRUPTER - ALL FULL WEIGHT GLOM WALLS DETUEEN FILLED CELL8 MTN= OPM#436 ARE SMEAR W4LL8. SQ.FT. CAM'S LIVING 2312 SQ. FT. GARAGE 538 SQ. FT. ENTRY 50 $0. FT. COVERED LANAI 201 SQ. FT. TOTAL 3,NS1 SQ, FT, NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY DOOR U)/ RETURN PLENUM AND RETURN AIR GRILLE. WALL BRIG. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETILEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT 8'-4' BM LE86 THAN 1 3/8' (35 M M) THICI(, OR 20-MMUTE FIRE -RATED DOORS. RADIUS CORNERS, SEE PLAN BRACKET BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35.1/4' LOW WALL 2'X6' STUDS • I6' O.C. W/ 1/2, DRYWALL SHIM AND SECURE COUNTER TOP VARIES MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT MBAR REINFORCING KITCHEN C Q 4 BRACKETS AS DACE NECESSARY. CABINET m� BAR DETAIL A SCALE: NTS oDL0A08usle e�Ise�wo�enaRlE�Fo�OAag�o CPR= BCBYE ZONE 1/ L!N IMD 0A 11113111111101 ANCTV1 FOOFACE MIN. WINDOW 3 5 243/-325 CRITERIA EXTERIOR SWING 213 5 23.1/-30.1 DR. MN. CRITERIA SLsD. MN. 12 5 21.2/-263 CRITERIA *010 O.W.D. 112 5 205/-24.% 8010 O.H.D. 56 5 21k/-21.1 BASIC HIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-H, EXP.-B, MEAN ROOF HT. - 14'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COIM OLDATB 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX; 407-771=1111 www.abdesigagroup.. AA I: 0003325 DRAFTING SY: A.B. DESIGN GRO]R-LVID. DRAFTING INC. 5439 BEAUMONT CENTERSUITE 1004 TAMPA, FLORIDA 336 PH: 81388&2828 FAX: 819.886.2802 ,"---------------------\ / WINDOW \ RAISED — I STUCCO I BAND WINDOW I RAISED STUCCO I 5' BAND I I •I' � 'I� �' I I I I I II \\�D�ETAIL SCALEI•. I'-®' BAE/I •------------------------------- / RAISED \ \ STUCCO SIDE BAND ENTRY SIDE � LITE DOOR LITE I •I' U1 N •I' I I 5' 5 I I I Fr1i t I r� I I I I j ("� DETAIL � \ -- — — — — — — — — — — — — — — — — — — — — — — — — — -- � — — — — — — — — — — — — ELEM /1DECEL IVE \\ ENT I I I I I - I - I I o I I =1 I I I = I i I i I I I ' DETAIL ' / RAISED STUCCO �I I BAND 5 I � I GARAGE I DOOR I ' DETAIL ' E SCALE, V- 1'-0' I 19'-8' RI HGT. - — - FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO DE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION 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 = .5 X 1518.72 = 759.36 SQ. IN. OFF RIDGE VENTILATION AREA = 11S SQ. IN. PER VENT 759.36 /115 TOTAL# OF VENTS REQUIRED = 6.60313 OTAL# OF VENTS PROVIDED - 7 SQ.IN PER SOFFIT VENTILATION AREA = 11.736 LINEAL FOOT = 759.36 /11.736 TOTAL LINEAL FT OF SOFFIT VENTING REQUIRED = 64.7035 LINEAL FT OF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED ,-------------\ i FOAM I I I I I ' DETAIL �\ F CALE= 1'. 1'-0' / A k CNIT16T• Ggn roup- . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7741078 www.ab0eal".up.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813-896-2802 SHINGLE g� ROOF \,/ OFF Ri� T OFF RIDGE T OFF RIDGE T HGT. TEXTURED p FINISH 9 t ------------------------- --------------------- ---------� LEFT ELEVATION SHINGLE I ROOF \/ OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE PENT 9'-4__ ___ ra b_ _ HGT. I'-0' FOAM 2'-O' CAP TEXTURED STONE TEXTURED @ FINISH VENEER FINISH i0 0 N 0'-0' FIN. l v- - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - RIGHT ELEVATION (TEXTURED FIN15H) FLR A N N I T N C T Grou1Ln. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813.888.2802 DjW.- 08/03/20 NICA=: WERIS a' A3 D ELECTRICAL LEGEND ST'M®OL DEFINITION NOTES —e U•V OUTLET 20 AMP OWLE POLE 1v,.OUTL[T IIOV OUTLET V2 0 mm ERro TO eurcN =I�VNPI IIOV OM wimp", iww*O "") M@ 220V QmET (4)WO C04NS=0N d9 OOUIL.: T 6 OUTCN 6. ewtcN 3.EAY o"m 61 Surd( 44AY OPDE �o D CEILM LIGHT © LED CLO LOW Qvp LED VAPaE PROOP Law OVP VAPOR PIOOP LIENT OTmeuEm eAN eena. FAN Ion Pa as FT. OLIO• RQ1 2PLUHT I oM em Na M'. ' T (a17cr�ioo Tw FL T 24PAS URrP ® ( L D) AIEOIIo L reYllAQ I'NT� A)Ealo )�( 2. KAmmmcmw 4'RUOPOICW 4• Tw.ac LtlM L7i PANEL twill METER (DSD. clam Da wwm l 1w: a" namw M9am DETECTOR WASoco It ®CAT E I MOCKOL ~ O0rm0 HALL M D a NOT LESS THEN {�14' P0001T LgMT NAARALOA• ARLET TILIERCHE JA= 14 smt HEATER DEOONOCT DNCMKT s SEE AM DN ' ro eA•T+aRED N QJ-ea. ADOORDANOE e/ ecN N EIICHI PCR cox caaw FAHILgNT TO EE NI'POIRN AGCOIOANCE IS, ISM MIAMW M NOW PON 24' INCANDINCINIf AOAA LIEHT ETIE• n�nnnn AS' NCMCEaCEMT LOW •TTaP N'LNCA � ROOD LIaNT a•T. aaawm K"AD • PE PIeH-EYTTON PgHl all'M USE, PORT • LOCATKN OF TV JACM 4 P 40M OURETS . FANI TO sE VE2�ED • Hla'EOWiR na-catlnucnDN M[ETNL • ALL 0 . 20 AMP DRAWN CNM=M TO EE AAC FAILT PROECTeD PER ELBCTMC4L PROVEN" CP am •Tu eortla (xry . HC glen 2A1LL EDrt12a • 20 AMP DEDICATED LA1►DR7 CHWINT. • am • ISLAND (NDT CN MTCWM CRCWT) DRIENNIR DEC0441= TO SE LOCK= N PANEL • DATWEOM E2NAUET PAN TO HAVE MK CAPACITY OP Be OM NTER9TymT MR EN=1S CAL PROVINON! OF 'EC`VN MWL' !K� •TY mRHON l2M1 IORY • LAIROOM TmCP'tACI.E •HTALL M ONOU10 PAULT CFlI=-NT§ERUIM ! PROTECTION FOR PlRECNtL ON 1'E®Eltl • 122E20 METHOD MALL /E NON METALLIC CABLE PER ELECTIECAL PRONNGR QtQ„QaDy •ALL Y101et TO COMPLY wTN � PRONlIQN OF 1T! POOL iTY aD [2Ari1 -AU fft2MLAIR I I I I I BEDROOM I � I I I I I I I I PRE -WIRE \\ FOR CLG FAN I I .I V1*1109 moll a, PRE -WIRE \ COVERED FOR FOR \ CLG FAN \ 1 I CLG FAN / I 1 I \ WP \ I r�ta \ IFOR I®SD/CO I ! I I � I I / I I i I I / I I / I i I I I � GREAT ROOM I I / � •� L •� � \ JUtIlCT10N BOX UNDER 1 / \ COUNTEIR FOR � PRE -WIRE \\ i D.W. I ! CLG AN \ I I I \ I I I \\ I I I \ I 1 � - 1 11 ROOM 1 OPT. DINING 1 FIXTURE I 1 •.AD/GO ] .L 1 ® QD WPLi BEDROOM Imp\I L =J A / PRE -WIRE ! FOR ! GLG FAN i I � � �I_ ® ! 4D � CFI• --- WI* 44•AF� � "44'AFF. ` CFI•\L \ -� 44'AFF. I I �` ' � � i I � \ lLJ BATH 11 IFQ '�I'$ LK2HT t SWITCH IN L.T. \ ATTIC 1 ACCE88 I 8D \\ \ I I GPI CLG.8 GFI CLG.8 OUTLET GARAGE OUTLET BEDROOM / - J OUTLET FOR IRRIGATION TIMER PRE�RRE L�N•1•OV i LL� CLG FAN 1 I 4p � l ) l 1 LED LIGHTING @ DOUBLE LAV. BATH I ELEC. FOR WOOD/MICRO ABv. dwo'l LED LIGHTING I � @ SINGLE LAV. BATH 2 LED LIGHTIN LA G @ SINGLE V. BATH 9004 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 HOUSE PLAN: 2368 MODEL 2368 SQ. FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 7104 2 20AMP APPLIANCE CIRCUITAT1500VAEA. 3, 1 LAUNDRY CIRCUIT AT 1, 1 RANGE AT NAME PLATE RATING ORCOOKTOPJOVEN 12, 1 WATER HEATER 4, 1 DISHWASHER 1,2 1 CLOTHES DRYER S 1 DISPOSAL 1 MICROWAVE 1, 1 REF. 1,2001 SUBTOTAL OF GENERAL LOAD 37504 FIRST 10 KVA OF GENERAL LOAD AT 100% 10, REMAINDER OF GENERAL LOAD AT40% 27504 VA. X 0.4 11001, TOTAL NET L LOAD 21,002 4TON HEAT PUMP tY128 AMP X 2 672 10 KW ELECTRIC HEAT AT 65% 6 NERALLOAD ;FUTUREGROWTH 21,002 TALHEAT 1322LOAD 34,222 10 % 3422.1 CALCULATED LOAD FOR SERVICE 37,644 VA/ 240 V= 156 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,000 @ 70% 3,500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489/240 = 78 A R2 AL MINIMUM NEUTRAL CONDUCTOR. • 200 AMP ELECTRICAL RISER 0t NOT TO a:AL[.ENE SRAL NOTE& t: 100 a ELECTRICAL MATEIEALe AND INEtALLAnOW uCd'DNATION Don4o v�OL m t a(a.L ca•PLY wTN ELECTRICAL PROVIaONs OF MI O D18COCcr I PNAEC THE POOR OTN EDITION (20T), LOCAL CODES. AND �Ta+ AND MLO 11E ALL LOCAL PCR COMPANY IEEfilEi@'EIITS ELECTRX: PANEL METER INNCM4 S. ALL CONDuctORe SMALL DE TYPE twNrtlw N� � ENCLOSURE UNLESS NOTED OTI$RLAa:.TRANSFORMER PRE -WIRE -_----�- PRE -WIRE PRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LIGHT LIGHTELECTRICAL PLAN SCALE: I/4' • I'-0' PCUER COMPANY PROMDC MP 200 A, 120R40 VOLT, I PNAB[ -- SECONDARY ELECTRICAL SERVICEPRONDE aro COPPER (au IN r• ow ECNeD1E.E BE PNC CONDUPTE T OR OVIDC ! WO AWW'1U N MI(A 2" DIA BOFICDIA.0 80 PVC CONDUIT UNLESS a:RVTce le PRDvIDCD DY THE ELECTRIC COMIPANY COORDINATE wn+ THE ELECTRICCOMPANY PRIOR TO DID. TELEPHONE SERVICENTRANCE E - CABLE TlLEVEION [(yYPFMf EM�ITRM�.LE [aWPrENT MTEREYE76TT DONDN6 TERMINAL 4T LOW VOLTAOiC COMI[CTIONE I V CU a:RNCE GROUNDCONNECTED TO CONCIlTE CNT;ABCD FOO7ER STEEL PMELECTRICALPTTIbNaON! Or PD(.R KN EDITION (201'1) 5/0" DIA X E FT LONG COPPCR GROUNDCLAD EDuao ROD C I T t C T t �oGru�1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-7745078 FAX: 407.7744078 www.apd•eigngroup.eom AA IS: 0003925 -' DRAFTING 6Y: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 7AMPA, FLORIDA 39834 PH: 82.3886.2828 FAX: 8134M8.2802 I PON l ------------- N I I I I 9 I i I I I I I I I I I I _— ----------- J 2'VTIR r--------------------� I I i I I I 11/2' � .K- 1 Q 2'�TR 11/2- r , , 1I1' \ 2' t — 9 �G 2' TUB. ! A i SI pi1R �nQrl all 351-0, rt 10,_9, I \ WC 3' V I L V 3' 2'``V``TR \61-M 1 1 U U II ,---, TUB. r V KITCHEN 4 2' WC I SINK W/ 2� I ) 3' �,I AUTO VENT Ijlj� w O 2. I • Yy Z of 3ro 3 PRE- I 3' PLUMB ip • , WASH. I I L.T. � I I III I 3' -------------� ^ --1-, GO 4' ------------ L - _ - _ _ - _ _ - _ _ J �T'� 4' RAP. TO NOTE: ALL PVC PLUMBED TRAPS 'P' MAIN ARE TO DE TYPE. 'S' TYPE ARE PROHIBITED. PLUMBING RISER 9 SCALE:NTS -f D.I n 0 - _ gV I � L-----J PLUMB L.T. TUB I I II' 10' i0 0 --- HB io m PLUMBING PLAN EM SCALE: 1/4' • I'-0' A 4 N I T I C T 8 GMou�L� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813496.2628 FAX: 813486.2SO2 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 014ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. PREBH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIR: RATED CEILINGS AND WALLS SHALL, HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND POO 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER PAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE. RETURN TRUNK l BALANCNG DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. R P PLENUM T y AIR RETURN Ulf/ (2)-3A6'X2' TAPCONB UNIT SIMPSON WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO UNIT W/ (2) AIR HANDLER---y EXTERIOR WALL 4' CONCRETE SLAD sBXI 1/4' BHT. MTL. SCREWS y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAD CONNECTION TO PAD p REFRIGERANT LINES TO PLATFOR'1 RETURN UNIT NOTE: MAIN GOND. DRAIN 3/4' DIA. IVCCNPENSIWG TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3013A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG SEE SPEC. m BRASS PLUG I'-8'X8' GONG. FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS REQUIRED FITTING OR EXTENSION TO SOIL WADE 8240-K JOSAM 56MO OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC FLOOR_ SLAB CLEAN -OUT (TYP.) .3EXT. GROUND CLEAN -OUT (TYPN� MECHANICAL PLAN SCALE= 1/4' . P-0' 114 A R C N I T e C T 3 Groupl. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6076 FAX: 407-7744078 www.abdoslgngrouP.com AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5436 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 8134862628 FAX: 61S88&2802 2X4 TOP PLATE - PRE-FAB TRUSS yr THIOC ]COAT co aaR eEno Y R7! an IR' O.G. BOARD ry nsru ,aFuaD °TwCTUP AL ►m DMeCTLY TO naeoxRr 2.6 ao NOTE: STUDS IN 5' PIA. SLEEVE, arLA �D)RO PILL CM.L A PARTITIONS SUPPORTING DO NOT CUT lees IR• DRYWALL WALL HUNG PLUMBING REBAR eAux�aoeAL FIXTURES AND WALL PIPE GACKM UNATIAM 67" CABINETS SHALL BE NOT LESS THAN 2x4, WHERE BOND BEAM O NOT CUT t eLaaaroxewus ooaem~j SPACED NOT MORE SOLID GROUT THE BOND TRACK eRAcxcTs SECURE BT. 2X4 wood STUDS 024' THAN 16' O.C. OR NOT w/ (I )- �✓ BEAM w• or. v_ o. uoco aws M°TaliD TO to= JAM role PLATE To BLAB w 10d MASONRY OO• LESS THAN 2x6, WHERE (2) COURSE _ _ KEBABS PAPMWVVALpo=T R� V � SAD NAIL • 32' OL. SPACED NOT MORE BY MA/. tiesTmeD ro �7 O7MCM MAX THAN 24' O.C. ` '� TRACK mRACICETa Rcay SLAB uv naooucr AF"IWVA- R[a PIN. PLR PIPE THROUGH BOND BEAM 2e GAS LINE THRU BLACK s GARAGE DOOR JAMBS - SCALE: 1 1/2'al'-V' S-,, SCALE: 3/4'.r-m' .eAL. w'•n. 1 TYP. INT. WALL NON—BRG. SCALE, 3/4'-P-0' FIBERGLASS 5HINGLE6 OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW51.1 ON J' O.S.B. SHEATHING OR }' COX PLYWOOD SECURED PER 00 FASTENER SCHEDULE PRUS RE-ENG TS MTL. DRIP EDGE 2x FASCIA PER I -m TYP . ELEVATIONS ON. VENTED SOFFIT IQ' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM BC OR 1/2' HIGH STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-VALUES !RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O:C. 8' CMU 1/2' GYP. ILL. BD. - WOOD BASE — 0'-0' FIN. FLR j a n W/ WINDOW OPENING �. FIBERGLASS 81-II1,10LES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON I}' O.SJ9, SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL P1QE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'.� 0' PAN. FLR d. TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:I2 TO LESS THAN 412, A (2)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE: 3/4'-P-V IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS SYNTHETIC PRODUCT, • EA END INSTALLED PER SECTION FIBERGLASS SHINGLES RW5.1.1 ON J' O.S.B. 2x PER STIR CCTURAL DETAILSS OVER FELT PAPER OR SHEATHING OR }' CDX SYNTHETIC PRODUCT, OD SECURED PER INSTALLED PER SECTION PLYWOOD SE SCHEDULE R805.1.1 ON i' O.SU5. STIFF -BACK AT ALL UPRIGHTS SHEATHING OR }' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE TYP. PRE-ENG WWD• TRUM TYP. MTL. DRIP EDGE MTL. DRIP EDGE ON• O•H• 2x FASCIA PER ;,PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES WEEP SCREED PER ELEVATION WEEP SCREED 2x P.T. SECURED PER 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4U INSULATION I/V THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED -REFERENCE DIRECTLY TO MASONRY STRUCTURAL Ix2 P.T. PURRING STRIPS • 24' O.C. 1/2' THICK 2 COAT V2' GYP. ILL. BD. PORTLAND CEMENT WOOD BASE ,CNN PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.� _ 0'-0' FIN. PLR e, CMU A ` 4° ti W/ WINDOW OPENING TM WALL SECTION H NO OPENING 5 1—STORY GABLE BLOCK WALL SCALE, 3/4'-1'-0' E C III T! C T 8 6 Gr uOu2r- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407.7744078 www.abdesi"oup.com AA 5: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH00 :813886.2628 FAX: 813$88.2802 I4P!. 2Xi P.T. • CENTER OF DOOR HEADER SECURED V (U U2' X S' J-DOLT UV W MN EPUNEXIMT UV 2' X 2' X 1/6' WASHER 4 NUT OR UY (2) , X S' ANCHOR DOLTS X Ins UWBFF.R ( NUT- ® ® m SECURE 7x4 ON FLAT TO ELK m UVMASONRY m NAILS. 2. GARAGE DOOR MUCK SECURED aV (5) 0' X S' J-MOLT OR ANCHOR m BOLTS. UV 4' MN EMDEOMENT. V2' m X 2' X LW "SEER 4 NUT. N WITHIN V OF TOP, (U WT14N S' OF THE BTPI, (3)EVENLY SPACED. m m m IF Nam& ALL ANCHORS SHALL BE IN ACCORDANCE TO MAMPACTURER'S INSTALLATION INSTRUCTIONS U4NERE fi YW NAT@IICTIdJA AIOW MDIa@ ATRMY"WNT GARAGE DOOR (BUCK ATTACHMENT � W.r-e 2X4m SECURE TO BLOCK W/, TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YW) e' cm WITHN 8' OF EACH END 4 NOTE: STRUCTURAL 2X )S' DRYWALL IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 I'X4' OR I'X2' P.T. NAILER 2Xb,® SECURED THROUGH lx4 P.T. OR %X4' MIN. SECURE TO BLOCK W/2-%' NCN-STRUCTURAL V., SECURE THRU FRAME 4 Tf(MK TAPCONS TAPCON MN. 1-)4' EXTEND 1-Y4* INTO BLOCK (MN. SHANK SIZE J45 EMBEDMENT INTO BLOCK W/ %- TAPCONS MIN. HEAD SIZE 300 a' CMU SHANK SIZE .145 MIN. EMBEDMENT 14) S' DRYWALL MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-YW WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 'X4' OR PX2' P.T. NAILER WITHIN 8' OF EACH END 4 ❑ 18' O.G. MAX SPACING SEA�STO BLOCK W/2-2X6' )6' O.SB. X 4' MIN. (MIN. SHANK SIZE J45 DOOR CASING DOOR CASING DOOR JAMB WINDOW MIN. HEAD SIZE 300 MN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW ATTACH TO 2XX PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. I8. O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YW) DOOR JAMB TO BLACK +3/4 OR +5/4 11INLX)W TO B CK +3 4 OR +5 4 A SCALE: N.T . 2X4:m SECURE TO BLOCK W/ j(6' TAPCONS OR (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6,m SECURE TO BLOCK W/2-Y.' TAPCONS(MIN. SHANK SIZE A45 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49WITH MIN. EMBEDMENT I YW) WITHIN 8' OF EACH END t MIFF CM DRYWALL 4' CR PX2' P.T. NAILER OOR CASING JAMB OR WINDOW TTAC 4 TO 2X PER ACTURES DETAILS. IBO.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLU'1B JAMB (DO NOT EXCEEDYW) DOOR JAMB TO BLACK +1-1 2" B NDIDOIT To C +1-1 " E, RT . NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A ) DOOR JAMB TO BLACK +1-1% 6" C WtNDOIF LOC +1- i SCALE: N.T.S. 2X4,m SECURE TO BLOCK W/ 11(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 1V OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL W6' TAPO" TAPCON MIN. I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') 8, CMWITHIN VOF EACH END 4 jy DRYWALL IB' O.C. MAX SPACING. ❑ PX4' OR 1'X2' P.T. NAILER 2X8m SEA BLOCK W/2-%' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR B JAMOR WINDOW MN. EMBEDMENT 0149 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYW) DOOR JAMB TO LACK +2 4" n WINDOW TO BIBACK +2 11�" USCALE. KT.S. 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. DEAD SIZE -NM MIN. EMBEDMENT 1 YW) WITHIN VOF EACH END 4 NOTE, STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 CNm SECURED THROUGH SECURE To BLOCK W/2 3f4'NON-STRUCTURAL %. TAPCON MIN. I-YW (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT 149 DRYWALL WITHIN 8' OF EACH END 4 'X4' OR I'X2' P.T. NAILER 10' O:C. MAX SPACING. 2X8m SECURE TO BLOCK W/2-i(6' - TAPCONS DOOR CAGING 101 (MIN. SHANK SIZE J45 MIN. HEAD SIZE -ACV MIN. EMBEDMENT IYW) DOOR JAMB OR WINDOW WITHIN VOF EACH END 4 ATTACH TO 2X PER IS, OC, MAX SPACING. MANUFACTURES DETAILS. NT4 4NM Y:epaD ro FUM 4Mf mo Nm D,CamA'/ DOOR JAMB TO BLOCK +3" E MOOR TO BLOCK +3' E: RT . 2X4m SECURE TO BLOCK W/ 2)(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT I A') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO BLOCK W/J-V NON-STRUCTURAL i(6' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I Y4' 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') 8. CM V OF EACH END 4 -, IS• DRYWALL IB' O.C. MAX 8PACING. 2XB:m IA OR IX2' P.T. NAILER SECURE TO BLOCK W/2-1 2X SECURE TO TAPC0WMK SHANK SIZE 75TRUCTURAL MEMBER 145 A2d WITHIN VOF EACH MIN. HEAD SIZE 300 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4') CASM WITHIN VOF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" F x 3" , N.T 2X4m SECURE TO BLOCK WNW TAPC0WMIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y49 NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL IN- SECURE TO BLOCK WA-1/4' TAPCON MIN. I -A" TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. 145 MN. HEAD SIZE 300 5, CMU MIN. EMBEDMENT I Yi) DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XBm SECURE TO BLOCK W/1-1/4' 7O.SJ5. X 4' MN. TAPCONS (MIN. SHANK SIZE 345 R CAS*' DCOING MIN. HEAD SIZE 300 MIR EMBEDMENT 149 pOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IV O.C. MAX SPACING. MANUFACTURES DETAILS. N91a, aXl'I Y NaDaD ro 1'YM5 J/1a1 fDo tqf axmoAi') DOOR JAMB TO BLOCK +3-'i/18' G W ToBLOCK LAC +3-7 8' E: IILTb. 2X4m SECURE TO BLOCK WNW TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN VOF EACH END 4 NOTE, STRUCTURAL 2X 18' O.G. MAX SPADING. MUST 15E ON OUTSIDE 4 2X6dm SECURED THROUGH SECURE TO BLOCK W4-1/4' NON-STRUCTURAL V&' TAPCONS TAPCON MIN. 1 YW (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') S' alu WITHIN W OF EACH END 4 Y)' DRYWALL N 18' O.G. MAX 8PACG. ❑ I'X4' OR PX2' P.T. NAILER 2X8m SECURE TO BLOCK W/1-1/4' - P.T. X 4- MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD S1ZE 300 MIN. EMBEDMENT I ) YW DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER 18' O.C. MAX BPACINCs. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YW) DOOR JAMB TO BLACK +3 3/4" [)OW TO BLOCK +3 3/4 " H\ZY SCALE, KT . E1 T R C T II rou!. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407.774-4078 www.abdosigngroup.com AA R: 0003325 DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819.898.2828 FAX: 813.888..2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT, COMB WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R3 MI WINDOWS & DOORS SLIDING GLASS DOOR 2027 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-116 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT, DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL3S216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 30/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 A N I T 1 9 T 1 GroouuLL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: B134862802 PREFORMED CONTROL JOINT- FLAMM OF CONTROL JOINTS Td BE VARIED TIED TO LATH F 9' O.C. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ SECU OG COMAY LLJJOIN T TEMP. DURING INSTALLATION -� FASTENERS TO BE SPACED • 1' OG MAX VERTICALLY I / / \ P TA%3 COAT CEMENT WM LAYER 4. FORTIPIDER BULDNG PAPER APPROVED METAL LATH FASTENED -1' (VERTJ O.C. MAX AT SUPPORTS WPM LAYER M, STUCCO WRAP WOOD SHEATHING WAAMIE LATH SHALL EQ GONT6LIOUS JOINTO H CONTII JONT6 BUT B! :TOPPED ��. TIED AT EACH SIDE. PER ASTM C063 PLACID! 2X4 BLOCKING 1.IOJA PLACED PLOT 6' FROM CONTROLL OMEN L \ COFALLS CONTROL JOINT FALLS ON L FR: A6TMNEFOR LATH TO BE HALO 0 / STRUCTURAL STUD STAPLES IN COMPLIANCE UV ASTM 0IO63 2. USE! TIES TO BE (NO. 18) 10D415' WIRE S. SLOCKW3 SHOUN MAY BE IN ADDIT107 \ TO WALL 6TUO6 REQUIRED MR PLAN O"M" TYPE CONTROL JOINT OL FOLD 4iMR0 . M. A OLIRA NEW. R. A 2. CNAN - Pr. ■ 1 C.UAM-M.0 OL POW N214C - FT. A 7. CLAN - PT. a I�aD w O ® L FOLD IIlM1C - PT. A 2. CIRMa - M. a 1 I#AN - PT. C 4. FOLD PLYC OUCPT. a ".1. Mr. PLA TOICHIIU aORO1T NN R,L j 6010M R~HM W,N� TIONT DEAL. FOLD. GQ bm CUT. jr THICK. 3 COAT CEMENT RASTER (FRAM y 2 COAT CRlNT PLAATER (OW WI® LAYER 4, FORTFWR BUILDING PAPER (PRAPS Orlin UM LAYER -L 6TUCCO MLR OWA E OLT) MALL R."NM C•OIn PLAINIM (RN NOTE, APPROVED 911.11LDNG UAf)LI- SMALL BE LAPPED A MINIMUM OF V - VERTICAL LAPS (ROLL ENDS) 4 6' a HORIZONTAL LAPS. ALL SEAM6 NEED TO BE FCfUMMM SHEATHIN TTAPEDWITH IIriAT 1 RIOCCWr AT aOCK QICE! :ALL ""Damon" LATH VERTICAL LAP TO BE 1' IT METAL LATH UI RB LAYER N, STUCCO WRAP UM LAYER -2, FORTIFIBER \ BULDING PAPER i roVAEER LAP Q KICKOUT DETAIL alarm Twit IIAL (Wo 4OLOIR DD NCT Oa) I. MN LATH L .4• 0- ALL LAP MCnE. 810E LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS, THEY SMALL BE TIED BETWEEN SUPPORTS WITH O,F415-K (121-MM) WIRE AT INTERVALS NOT MORE THAN S. (221-mA AS PER A611M CI063 II&I FOR REPAIR OF TEARS IN WPM LAYERS, TEAR: MAY BE PATCHED W 40USE UIRAP TAPE PER MANIF. SPEC. OR PEEL A STICK WOOD 6HEATI BUILDI PAPEF 6TUCCI (CLIP6, e _ UUUB LAYER 11, FORTFUMN BUILDING PAPER METAL LATH 6'z6' SELF-ADFERING MEMBRANE RABHNG TO EXTEND ONTO FMPE � TMIM COAT CEMENT CONT. BEAD OF SEALANT APM3 INSTALL APPROVED HOUGEEtpRAP AIR METAL LATH INFILTRATION BARRIER OVER WIND LAYER -2, FORTIFIBEIR b4EATHMG BUILDING PAPER ELAOTOMM%C COATING OVER STUCCO/ WPM LAYER -1, C.V. FINISH (SEE TYP WALL SECTION) STUCCO WRAP WOOD SHEATHING SECTION PER SECTION RT63.T F)IIMIaT IeU6a SW DINWIn planter ups of po"ith shalcExterior shallcomply whh the a phmere STM C 926-1n pWremenb of ASTM C 92612A. Imtellabon of exterior la hirg and hamirg shall comply with ASTM C 1083,12A. WRAP MATERIAL) OVER APPROVED HODS! WRAP. FLABHNG TO EXTEND ONTO PIPE i' OR LESS PIPE - CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FL.ASHNG STEP M WOOD SHEATHING OR CMU WRI5 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 WRS 4 TAPE OVER ROOF/WALL SCREED ? 5'X5' 'L' TYPE CONTINUOUS r Z GALV. METAL FLASHING i (NAIL TO ROOF DECK NOT WALL SHEATHING) N CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. F5c 'w4gw TRATION DETAIL ( LEGEND 6'10' 8ELP-ADHERING MEMBRANE FLAB M (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'a4' SELF -ADHERING MEMBRANE FLA6WING OVER APPROVED HOUSE WRAP. P9-dbNUNOr rO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF 69LP-ADHERING MEMBRANE FLAb4IN(i DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER- 5UILDING PAPER) METAL LATH x-x-x-x STUCCO L. ' ' �� :.- 7 WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.71.1 / ASTM C-&41-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LLC. LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-774.4078 www.abdesigngmup.eom IN AA ik 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 BACKER ROD BACKER ROD WRB LAYER 1, STur rO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO DE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND PENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,V CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lathes and plasterina Exterior use of portiand cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063.12A. HOODED VENT i' THICK, 3 COAT CEMENT 1, PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WQB LAYER 1, STUCCO WRAP tUR® LAYER R, FORTIFIBER BUILDING PAPER WOOD — CONBTUCTION s "—METAL LATH 6' Cr'AJ VINYL CASING DEAD 6' RAISED BAND $r'TOP M12JUA i ADHESIVE PLA6HING, CLEAN MASONRY BEFORE APPLYN Z PLASHING STONE VENEER OVER SCRATCH COAT 1 HORIZONTAL WEEP SCREED WfSTONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-m9, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE— PLASHNG (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' %AIVENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION UOOD CONSTRUCTION WOOD SHEATHING WRB LAYER al, STUCCO WRAP WRB LAYER 02, F-ORTIP15ER BUILDING PAPER 3 COAT CEMENT Y6' TO X' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED -1-, ►r I T. WALL HORIZONTAL WEEP SCREED (FRAME TO FRAM FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM ""— "' """ ' SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATH@ APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANR ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC POMMINUMN AM 5TEP #3 WOOD SHEATHING WRB LAYER 1, STUCCO WRAP UIRD LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH •1/8' TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • T O= MAX war?_&& APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP FA I SELF -ADHERING El 111 MEMBRANE FLASHING WRB LAYER 02, PORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TEP 05 5TEP % n9 ELECTRICAL RECEPTACLE LUX 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407.7744078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.8862628 FAX: 813886,2802 WOAD SHEATHING WRB LAYER 9, STUCCO WRAP WOOD WAD LAYER 02, FORTIFIBER CONSTRUCTION BUILDING PAPER IY: HAT C 4ANEL J' THICK 3 COAT CEMENT W/V TYPE •X' D7Lf, PLASTER 6' SAF. 6 TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHIN W POSITIVE DRAM w9me LN_RFED WRB LAYER STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER / _ \ 166-WRiUC-180 CUSTOM CASING I PL OMING; WRAPPED FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW W1R6 LAYER 01, STUCCO WRAP T. i WRB LAYER 12, FORTIFIBER r; --I m BUILDING PAPER �" �— b' SELF-ADNEREMG WRB LAYER h, FLASHING WRAPPED STUCCO WRAP �a / • COIRNER OF CANTILEVER 4' POSITIVE DRAIN AMIGO AM664W1C-18® I y2"i noxew arm¢4rn CUSTOM CASING BEAD IELD NO GAP IN F (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOADTL. ® CANT. SCALE: 1 1/2' • I'-0' NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT C14ANEL 5/8' TYPE 'X' DRYWALL W/TEXTUREO 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRICTION RESISTIVE q RESISTIVE 42 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUUCITON WEATHER RESISTIVE BARRIER Of WEATHER RESISTIVE BARRIER '2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP- 4' POSITIVE DRAM �P ar:even NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE66MES ONLY) @DRIP EDGE INSTALLATION EXT. Uk D PR.41'ED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARBER rl WEATHER RE84TIVE _ BARBER -2 / n.A6 3 COAr cer IRIES METAL LATH WOOD &IATHNG EXTERIOR GRADE A'GAP PM BACKER DRY WALL ROD 4 SEALANT — 91TIVE DRAIN J'TTHICK 3 COAT CEMENT VINYL CASING BEAD STER la SCREED'�7NVINYL CORNER BEAD vUHrL ueaHA ecm WATER PROOFING lot. G NO AP N FIELD LAYER (2 LAYER PEI (6HOWN POR CLARIFICATION Q 4 STICK) SEPARATE ACCEBSORES ONLY) 0 CANTILEVER DRIP EDGE 31 X 3' 26 GA GALV. FINI6F1 LAYER (2 LAYER YER METAL DRIP EDGE PEEL 4 SET IN FULL BED OF 6' PEEL 4 SEALANT, M MN STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Y: GAP FOR BACKER 11YXi 4Y: P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot'. WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 Iq; BARRIER -1 STICK) WRAPPED FROM HEATHER RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER +-P1i•*'x+' 6' PEEL 4 STICK • DECK MCMDRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® W X 3' 26 GA GALV. META(. DRIP EDGE SET IN PULL BED OR 11QXI �: P.T. OR SIMULATE SEALANT, Ji' MX WOOD (TR'EX) FILLER SPACE FROM DRIP cow:;—r— FACE TO TREX Y: GAP FOR DACICE VINYL CASING BEm ROD 4 SEALANT WATER PROOFING 16t PH16H LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED PROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X. DRYWALL WOOD SHEATHING W?EXTURED 4 PANTED WEATHER RESISTIVE FINISH BAR4RER'I WEATHER P5618TIVE J' THICK 3 COAT CEMENT BARRIER 4 PLASTER VINYL CORNER BEAD 4' POSITIVE IN nsepo Ar`a1CRn VINYL CASING BEAD NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY 11 EDGE INSTALLATION DRIP 2LUM4 SHEATHING FATHER RESISTIVE ARRIER 9 ?Al`kER RESISTIVE ARRIER 4 SAF. \ -EEL 4 6TIPK I )k'x3' 'L' FLASHNG FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, lY MIN. SPACE PROM DRIP FACE TO TREX WEATFIER RESISTIVE BARRIER 9 LLEATHER RESISTIVE BARRIER 7 EXTERIOR COLUMN COLLR'IN BREATHING LEGEND b' SAP. \ PEEL 4 STICK 1)k'x3''L'PLAS14NG DRAINAGE PLANE (WR5 SUB FLOOR FULLY EMBEDDED IN ROOF CEMENT I J4' X 3' 26 (3A GALV. METAL DRIP EDGE SET IN FULL NED Or SEALANT, V MIN. LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER ...... - - BUILDING PAPER) �® I)S•XI)VP.T.ORSIMULATE D WOOD (TREX) FILLER CONTINUOUS SPACE FROM DRIP Y: GAP FOR SEALANT FACE TO TREX VINYL CASING BEAD METAL LATH x-x-x-x OPT. BACKER ROD. WATER PROOFING kt. MODIFIED w LAYER (2 LAYER PEEL 4 STUCCO 1T 77 3/4 RESILIENT STICK) WRAPPED FROM RAT CHANNEL BALCONY DECK TO VMYL edan4G BEAD CANTILEVER J' THICK, 3 COAT CE1'IENT PLASTER WOOD OR i/Uo' ZIP WALL SHEATHING 51S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FM16W J' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING). SCALE: NITS WOOD SHEATHING 2x FRAMING MEMBER J' THICK 3 COAT CEMENT PLASTER 2 1/2, CM:CP BEAD FASTENED TO SHEATHING • 1' O.C. MAX. S1' WUB LAYER 'I, STUCCO WRAP ,r WOOD 6HEATHNG 1277 METAL LATH 4;��VWRB LAYER R2, FORTIFIBER BUILDING PAPER SRRNER HEAD ® FRAME Il, 2 1/2' CORNER BEAD (FASTENER 4 SPACING * -I'OZ.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WRB LAYER al, STUCCO WRAP WRB LAYER 92, FORTIP15ER 15UILOING PAPER—\ METAL LATH J' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE UPS LAY EXUILDING METAL LA J' THICK, PLASTER 6'SELF-, FLASHINi DRIP C, WINDOW , 1rtJB CASING BEAD ® WINDOW (FRAME, NO BAND) WOOD SHEATHING [-METAL WR5 LAYER 01, STUCCO WRAPWR5 LAYER 02, FORTIFIBER BUILDING PAPER LATH (EXPLGNDED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) LIA LONGWOOD, FL 32750 PH: 407-774 5078 FAX: 407-774-4078 www.abdoeigngroup.com AA N: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888-2628 FAX: 813-0862802 WOOD SHEATHING —\ WRB LAYER -I, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER � METAL LATH J' THICK 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WPM LAYER h, STUCCO WRAP WOOD SHEATHING: WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 42, FORTIFISER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER-� FLASHING DRIP CAP WINDOW FLAWxE CASING BEAD C� WINDOW 15C \FRAME, W/BAND) Ya' GAP TYP CASING BEAD IX TRIM MEMBER to TRIM • STUCCO TO SIDING TRANSITION SIDING STUCCO j' THICK 3 COAT CEMENT PLASTER METAL LATH WI5 LAYER -2, FORTIFIESER BUILDING PAPER WOOD SHEATHING: WRB LAYER M, STUCCO WRAP \— CASING BEAD V SELF-ADHEREING FLASHING OR FEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD II�ATNU4G URATWER RESISTIVE BMRIER -1 i WEATHEM RESISTIVE / \ BARRIER a X T 1%LA SIDING i' \ 6. ULF- DNEW42 . uFLASW / RIG a Q < `\ i WEATHEReRSISTIVE STARTER STRIP / \� RESISTIVE 060mm OleI ��\ 0.� RNG GALV'D METAL GALv'D METAL •Z' FLAM4NO 'Z' FLA6NNG I V.•xa•Am A - DOD TRIM 1"1E Ift n CASM / I Y • x ♦' 6U1UI.ATED 1 W�OD TRT9M MEMBER \ / OR APPROVED SEAOAP L s. m SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-841-0% MIN. 2S L58. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL WOOD SHEATHING LATH DOES NOT MEET SPECIFICATIONS) Wi8 LAYER -I, STUCCO WRAP WRS LAYER -2, FORTIF15ER WOOD CONSTRUCTION BeYono '� ' BUILDING PAPER i WRB LAYER 01, RSLA�SILiM EATWM eFMRS6I ' 1j• THICK, 3 COAT CEMENT STUCCO WRAP WEATI-M11P0D UEATNHR RESISTIVE DER �s1eTIVe d"THER � SI LAr PLASTER WEATHER RESISTIVE / I' MIN. ABOVE TOP �` 'Z' ! BARKER 4 / OF PLASNNG WRB LAYER 02, FORTIFIBER xmmll'�APIIDNG VINYL ANGLED ! BUILDING PAPER LLCATHER I ESIITIVE I�-ADNeRa4G I� CASING BEAD WEATFeRR 14RIIITIVE METAL LATH \� '/ ��' VINYL CASING: BEAD i STARTER STOP \I \� ' THICK, 3 COAT CEMENT � O METAL 1 (EXPLODEDlb� VIEW FOR PLASTER / —'ffii!� OR CLARITY) RASWNG -1 TO LAP 1 bBAMRMERR TOP IWYbOD6TRIM MEhIBER OF 'Z' FLA 44M e-z BEm vNYL caes4G � 1 Y' x I.9a•uLATep rWWJ4' PLExims Pvc / , u+�oD TRIM PIFBIQR BACKER ROD) CASING BEAD ® RAISED ADNERMI I FLAINN` �� BAND ( FRAME) S4��,9pq R C!I' 4T PLMASTE\GAP `� �• " 1 OR APPR° LD � \ `! I �T1 ERRM61 TIVE UJEAI WEMRESISTIVE �JGALE: I I/2'+I -0' UCATHER RESISTIVE E-2 BEAD VNYL CAIM6 BARRIER o �R oDe PVC I SIDING TO STUCCO—MINSISTIVe BAMER ® FRAME TO FRAME 19 TRANSITION Inal"_olo�J DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — ARCNITEC E GroupOu 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-T746078 FAX: 407-7744078 www.ebdesigngroup.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-8862628 FAX: 919-8562..2 THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH S. WINDOW FRAME —, f 2X FRAMING MEMBER SEALANT WINDOW FRAME WINDOW FLANGE WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL BEAD VINYL CASING (wl%, FLEXIBLE PVC BACKER ROD) iZIP WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING ; 8 MEMBER ; 6' LF A AHEW? VE FLASHING i WOOD SHEATHING i O DETAIL BELOW EXPLODED FOR CLARITY -_-_--_-_-_-----------------------------------------------_--- E Y4' GAP TYP 1}' THICK, 3 COAT CEMENT CASING BEAD PLASTER stmDIV. Ae LOT: TO WINDOW METAL LATH SILVERADO LOT #3 WRB LAYER 02, FORTIF15ER ! BLK #18 1 PROJECTS BUILDING PAPER WOOD SHEATHI03719.000-03182 NG i 1EODEL: 1 1 _ DESTIN GARAGE SWING: RIGHT I PAGE: I WALL �U1RB LAYER "I, ASSEMBLY stucco WRAP DETAILS &' WIDE PEEL 4 STICK OVER FLANGE \ Wl BEAD VINYL CASINGil 2X FRAMING (W/41'e' FLEXIBLE PVC BACKER ROD) 1 (� BUILDING G MEMBER -APPLY FULL BED OF SEALANT BETWEEN 1/ U FLANGE 4 BUILDING WRAP ; WRAP A DAR �T 08/03/20 6Ap BEAD WINDOW CASING HI/4"-I'-°" WA4 OR HOUMURAP AT 46' ANSLS qI MODU'ED -1' CUT N NOUN~ LINE Q WNDOIU oF4Nrn WD Snn WALL STEP 1 FLASHM OVER MAILING FLANGE AT JAI M 0000 i' am mll MAO"SILL LIXRLE FLAMING DO NOT MAL OOTTOM FIN STEP 6 T@YORANLY powl.r -SEC HOlO84RAP(O TUCK FLAP UW a MAD FOLD HOWOU N AT JAMW 1 SLOPE SILL R STEP "7 ALIM FLAGNNG Gv W. EDGE OF NLL RD. M[auHIGALLY PAGTEN FANNED UDGES.(CAP NAIL6, STAPLES) NOTALL DURCHT R.E)d~ AS % FLASHING AT TM! FOLD HOWINFNAP DOLLN 4 TAPE DIAGONAL CUT ACRCM MEAD Or UOnOIU PPLY y' ONTNNOW P MALAN ~ ANC iPPLY TO 04XV MA LANM N. RE-FUNCM OLUIS OR INGTALL e' UUDE ADHENVE - DACxED FLRWOLE FLASHING MATEItlAL OVER DRIP GAP JOTS (PROTSCTO-URAP OT-20)IL a Raw) ``kQo STEP 8 "`I� WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS APPLY OM ICU f0 EOJAL)MALANT PWD APPLIED FLASHING(LAMCO U 411-SEAL RC-SU OR EOILYJ. SLOPE MLL TO EX I. IT IS 11.E CONTACTORS REGIR"MI -TY TO VERIFY THE COMPATIOILITY OF ALL PRODUCTS INCLUDING HOWEURAP. SEALANTS / MLP-ADFERMG R-48WM MATERIALS UMD OW04 CONSTM=ICK 2, **TALL ALL MATERIALS PER MANtACTUREft utlTTEN SPWIFICATI(XIS SEALANTS MAY REACT ADVERSELY P NOT COMPATEIM CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW MSS FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SWOON SMALL BE IMPLET'tEMNTED AT ALL WINDOW8 UMTN EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING REAL INTERIOR PERIMETER OR WINDOW WITH SEALANT l R W THEC42 CONTACTORS RESPON D=T IN VERIFY THE C NTIII 4 LIF-ALITY 0 ALL FLASHING ATERIA O UnD DURING � CCMT NERNG PLASNNYJ MATERRAL8 USED p{RNG CONGiRUCT1OK 2. ILAGNSIG AT EX70W R WI DCVO AND DOOR OPENIMM !MALL OC INSTALLED N ACCOMANCX WITH MATSIPACTURERS INSTALLATION NtlTRIGTIONG AND APPROVED METIN= U OF FOC R10M U N ACC40MANM WTH FENESTRATION MANUFACTURE" INSTALLATION AND FLAMING NSTRUDTICNS. ALANTS MAY REACT ADVERSELY IF MDT mw.. WALL FLASHING INSTALLATION �1DETAIL (MASONRY) ��vnvuNLLa 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407.774-4078 WwW.abdmlgngroupxom AA S: 0003325 go DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SM2628 FAX: 813,8862802 NT DATE: 08/03/20 SCALE: 1/4"=1'—O" SHEET WA5 2x(o SUB-BANt) W/i'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA wRAP DRIP EDGE 1\ l/8' TEXTURED I / FINISH 9 WOOD I �� 2X6 BUD DANDJ 1/2' TEXTURED FINISH 0 CMU 1 � METAL FASCIA WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X(o `\ SUB BAND ONLY 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FNISH • CMU METAL LATH \-WOOD SHEATHING jlf OR CMU WRD LAYER 01, L 6 STUCCO WRAP(PRAME ONLY) WRS LAYER 02, FORTIP15ER DUILDM PAPER _ __ (FRAME ONLY) -0. DRIP EDGE METAL KICK OUT ©FLAN B ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) --` \ DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) 11/8' TEXTURED FINISH a /WOOD, 1/2' TEXTURED \ FINISH Is CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®E L VAIT t ION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND WA'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 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 rL x x x x x x SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU 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 UJ/%'x4' NOTCH B END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o 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 W/Wx4' NOTCH A END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ao ROOF EDGE OMITTED FOR CLARITY ARC N I TI C T8 Groou;lam. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407.774-4078 www.abdesigngmp.eom AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134862626 FAX: 813;W2802 48'-0" 15'-6• 15'-4' 17' 2' 4'-6" 9'-8' 1'-4° 5'-0' 7'-10" 4'4` Y-W W TOP OF M SLAB -1 ------------------- TE-1 ---------- 1 3 1 FM-16X18 I ------ r ----- 1 FM-1 BX18 —4-- 1 t t.1 i i t 1; 1 I t I (� I I 1 1.1 I I 1 a• coNc. SLAB I gl I I r 4" PVC I 1 T-1° 9'-2' 3'-1' I CHASE�ii 1 -3 1 /2- ( I I I II — ------------ FM-18X78 -------� ;; I I TE_7 1 f; I �, , 1.1 EXTEND � ( 1 SLAB 11/2' ;; I I I I N II I {31l2+ IF J Ir 1.1 ( xI o I 17 I I 0'-0' FIN. ELEV. FIN. CONC. SLAB f f• 1.1 I 1PVC CHASE % I FOR ELEC. ISLAND a I r n II m c 1 m 11 I • I II I 1 19'-6" 1 -------------- TE1 --- 3 1/2° EXTEND to I SLAB 1 1/2' iv I I I I I Q I I 1 I ^1 5 I I 20'-4" 1 24'-4" T-4" 1 I 1 1 I I 1 2 1 1 EXTEND I 10 I SLAB 1 1/2" I FM-18X78 2i a w a0 m iD 1 )'---- � b I I i 2 N 1n UI � I I 31l2" m 1A 1 5'-4' 6" I I 1 . I I aW o��'v I 11 I i *51/2° 4 4 I 1.1 -16X78 _--- -------- J ----- r -1 — L---- FM-16X1I ------ --------- FM-16X78 ----- m a a V-2 3'-10, 6'-4" ,_q, 1.1 18,_0" 1.1 1'-8, 28'-4" 48'-0' 4 CONC, SLAB 0 7 S 4 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATED #5 BAR, OINDICATES #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', #8 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13ASCE 6-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: F'm = 1,500 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 } OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 Wl 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) #5's (+)0'-0' FMC-18x18 18' CONTINUOUS 18' - 2) # s #5 IN CURB VARIES F-24x24 24' 24' 12' (2)05'3 (2)#5's +)0•.0• TE-1 8' SEE PLAN 8• - (1) #5's I I-IfM- FOUNDATION PLAN SCALE: 1/4' = V-0" LLC. LONGWOOD, FL 32750 PH: 407-774.6076 FAX: 407.774-4078 www.abdosigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 8134IIW2828 FAX: 813.8862802 30" MIN. EACH WAY HIC FOOTING }} IN STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED tFM SEE PLANFOR AND Q 0- a CELLSEE PLAN FOR SIZE ANDCELL SPACING REOUIREMENTS } SPACING REQUIREMENTSWI�GARAGE wRECESS DOOR Lu U aQ.y N ° g� ¢ N Z 8" CMU WALL 6' CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR I W Lu 0° O ra - o m ? +- 0'-0' ° PI IN FOUNDATION WITH 30' LEG EACH Lu U +- p -p• • d WAY AT ALL CHANGES IN DIRECTIONS In .. TOP OF SLAB I , SO THAT THE STEEL REINF. IS CONTINUOUS — ° �TlGARAE MATCH AMOUNT OF CONTINUOUS BARS "I �I' CURB FOR • f . ° . W/ PORCH SLAB W/ 1/2' ISOLATION ° .., SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (,STORY) #3 18' : EXT. PORCH SLAB SEE SLAB SCHEDULE 4' CHAMFER LL I� CONTINUOUS STEEL MONOLITHIC I ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 0° AT ELEV: • JOINT (WHERE • • 6' CHAMFER (2-STORY) #4 24" W/ 1/2' ISOLATION (1-STORY) 6' CHAMFER (2-STORY) 0'-0' APPLICABL Z D SEE SCHEDULE #5 30• JOINT (WHERE ,' Tea EE SCHEDULE f FOR WXD, BAR SIZE APPLICABLE) Z 4. FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 AND BAR QUANTITY #B 36' AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 42' Fv NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:34'=1'-0 2 @ GARAGE SCALE: 3L4"=V-0' CORNER BARS DETAIL DOOR OPENING 3 t SCALE: 3/4'=i'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN to 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING W -.asa O a I (L No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE j NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2'x8' WEDGE ANCHOR W! 2' BTM. PLATE TO BE PT. O a SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2' CAPPED a g I EPDXY. MIN. EMBED PLATE EPDXY 5-,/2' EMBED. MIN. ®16' oC SLAB W/10tl MASONRY GALVANIZED PIPE Q 8', LINO SIMPSON SPH4 OR SPH6 MAX. NAIL 16' O/C STAGGERED. W/FLANGE @ BASE p FOLLOW ALL MANF. BTM AND TOP PLATE ADDITIONAL METAL R SPECIFICATIONS FOR N ANCHORS W/10d z 1 1/2" CONNECTORS NOT c < USE AND Ln I COMMON NAILS FILL ALL REQUIRED WHEN NO PREPARATION OF HOLES, DO NOT USE 10d w UPLIFT IS PRESENT. LL Z CC HOLE. z 3' S SEE SLAB SCHEDULE it ¢ SEE SLAB SCHEDULE SECURE FLANGE TO J Q Q SLAB W/(4) 1/4' x 21/4' TAPCONS p } p,_p. IL e�Q4 TOP OF SLAB OP OF SLAB4' CHAMFER (1-STORY)6' CHAMFER (2-STORY)ULE =AND EQ. EQ. EE SCHEDULE SIZE FOR WxD, BAR SIZE NTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL BOLLARD 5 �+ MONOLITHIC FOUNDATION 7 SCALE:34"=1'-0' 8 SCALE:34'=1'-0" (NO UPLIFT) SCALE:3/4'=1'-0' V SCALE:&4'=,'-p" (W/UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W! PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE f PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL PROVIDE DBL. TOP PLATE IS`O/C STAGGERED. G ADDITIONAL METAL on U L+--B CONNECTORS NOT 4 -1 REQUIRED WHEN NO 2 W UPLIFT IS PRESENT. O 8' CMU WALL Z POURED LINTEL CONT. (TYP.) (1) #4 REINF. m 8' CMU FILLED CELL (TVP.) �tb'' BAR 8" SEE FOUNDATION PLAN 8" _ TOP OF SLAB SEE SLAB SCHEDULE SLABCON SEE SLAB I 2X WALL FRAMING SCHEDULE SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5' TOP OF SLAB a• Z _ re - 'ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4' FROM ENDS AND N SLOPE TO DRAIN • ' • • - # ° m - 's CENTERED UNDER WALL AND •-d POURED MONOLITHICALLY WITH 16' O.C. VERTICALLY MAX - -- 4 • _ T- - FOUNDATION AND SLAB SEE SCHEDULE - • SEE SCHEDULE FOR WxD, BAR SIZEi+T /FOR WxD, BAR SIZE AND BAR QUANTITY 1 ✓ AND BAR QUANTITY �1INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO SHOWER RECESS 9 SDALE: 34'=,'-0 FOOTING AND COL. PAD BLOCK WALL CONNECTION 12 SCALE:34'=1'-0' (NO UPLIFT) 10 SCALE: 3L4'=1'-0' 11 SCALE: 3/4'=1'-0' L1A. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abde•Igngroup.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 FAX: 813.866-2802 14'-6" 13'-2" 6'-2" 4'•10" DOWEL PLAN SCALE: 1/4" = 1'-0" AI C N IT I CT11 fGZsOa 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 www.abdealgngroup.eom AA N: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813BB8-2628 FAX: 813688.2802 00 D TE 08/03/20 SCALE: 1/4"=V-0" SHEET 51.2 TIE VERTICAL REBAR TO HORIZONTAL A REBAR W/ 10' HOOK Z GROUTED BOND BEAM N VARIES PER ELEV. Z ° i4.4 < o. N I. •n 5 a i�ip CLEAN OUT REQUIRED ¢ FOR INSPECTION 6 TIET/ERTICAL REBAR ° n TO HORIZONTAL .. " °..- REBAR W/ 10HOOK BAR SIZE 48 BAR DIA. Z W #3 18' m U #4 #6 24• 1. #6 1. HORIZONTALNERTICAL #7 42' REINFORCING S - SCALE: 3(4'=1'-0' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD #4 24' HORIZONTALNERTICAL #5 30' 36. REINFORCING #8 2 1. #7 42 SCALE: 3�4'=1'-0' #5 BARS El 8" V-0" o � 1 0 CMU UNIT DIMENSIONS � ARE NOMINAL SIZES 0/ �j MASONRY SYMBOLS 3 SCALE: 3/4'=1W' A R 0 NI T R C T R ELLr 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.eDdesigngroup.com AA k: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8194386-2628 FAX: 8134186.2602 DATE:'. 08/03/20 Sl ICICT S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA76 W/ (9) 1Od 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 H1CA OR LGT2 W/ IOd 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8" LONG, WITH WASHER 0 IW O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK 82 8 DE8CRIPTION REMARK 0 (2) 2xI2 GENERALNOTES 1.) CODES 1 A FLORIDA BUILDING CODE 6th EDITION, 2017 RESIDENTIAL SECTIONS R402.2 & 8606. 1.2 FLORIDA BUILDING CODE, Sth EDITION, 2017 BUILDING, SECTIONS 19012 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (ACI 630-13 & ACI 530.1-13) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8' TO 11- SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2000PSI. 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 = 20DO 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 S" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 6TH EDITION, 2017 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 6TH EDITION, 2017 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FOR LINTEL LENGTH AT 6'-6" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFELATERAL 1 8' PRECAST & PRESTRESSED LOADSFOR U-LINTELS SAFE UPLIFT LOADS FOR 8- PRECAST & PRESTRESSED U{INTELS SAFE LOAD -POUNDS PER LINEAR FOOT Ic- SAFE PLFOAD r'_c-BBS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SW 4Ree eFts4e evmas eF24u wx1w wV TYPE LENGTH We SRS RCMU TYPE LENGTH ePs/T e+aar eFWIT 1F124r WI&IT 0160 WWIT VWV m2wT VM-2r WAI-iT ff" 03MY 0" 3'4' (42') PRECAST 2237 Y4• (42� PRECAST 102E 1024 1li96 T4' (42") PRECAST 1m me aen 4an as $132 7W 1m 2ea Ten 4an Len e131 70M 4'-0' (48') PRECAST HISS 4.4' (48� PRECAST 7S6 7B3 1309 4'4Y Ne') PRECAST as 2e0S 3La ate 4em am wm win 1aa are a1a ane 4em Sam eon 4'4' (541 PRECAST /till N4' (54') PRECAST 682 501 1073 4'4' (54') PRECAST I207 23N VW San 4M3 4717 ale ten 2N0 anT errs 40N 4N1 an S4' (61� PRECAST 1217 B4' (64� PRECAST 411 411 745 SC (64') PRECAST lore m 2m Mae afae aaet 4eo 1016 1715 22n 2eM aaa 7a1 452 V-10' (70') PRECAST 1002 9-10' M PRECAST 340 339 $18 6'-10• (M PRECAST so , 202 2,n Zen NL2 oa. /err 2M 2M Sin 3W 41a2 e4' (Te') PRECAST on 64' P6') PRECAST 607 721 490 174' (TV) PRECAST Sm , , a2n m on 1407 tea 230 VW =I V12 r4' (M PRECAST 743 r4' (IDS PRECAST 424 634 gee T4' (90') PRFB;ABT m , ,smd m av MM rn IMM ten US 2m 2en na 94' (112') PRECAST Sgq i V-4' (1H2� PRECAST 325 612 230 V4' (112� PRECAST 11 I/T4 to nn Mao aI eo 131e lea 79a =4 n1e 10'4' (12e) PRECAST 476 10'4' (126� PRECAST 2S4 401 180 10'4' (126') PRECAST a0 m ne Ha tat , 2n1 a0 ea 11a 1472 itp 2aa 23a 114' (13e') PRECAST 381 11'4- (13W) PRECAST 200 462 164 11'4' (136) PRECAST 99 ea tar In +/1 fM 4a en + 13n tea Ine4+ aw IZ4' (I"I PRECAST 337 1X-W (144') PRECAST 244 402 137 12-0' (/M- PRECAST uo 7n ea 17 1 INS lea 4m m 4a IN I , In We fY4' (180') PRECAST 296 134' (180� PRECAST 217 324 110 13'4' (1e0") PRECAST 41e as an fa en ++ tan 48 40 m tta 741 UP 14'-0' (IW) PRECAST 279 14'-0' (16n PRECAST 206 203 100 W-W (1S6") PRECAST as 3a m 721 ea 1 too 410 4a 717 I= t I +107 14'4' (17n PRESTRESSED NJt 14'$ (176') PRESTRESSED N.R n4 91 Wr (im PR68iRE88ED m Sn rm on 20 3" lea ee0 1 194' (184') PRESTRESSED N.R. 1B4' (194-) PRESTRESSED NA 269 e3 IVW (104') PRESTRESSED o4 230 33 318 40 ale m MI is I Aiw ir4- (208') PRESTRESSEDNI ir4' RM PRESTRESSED N.R. 194 64 1r4' (20S') PRESTRESSED +n 2p 4a W as 1a 3m ea m 1 194' (2JZj PRES7RE8BED NJL 79'4' 1232') PRESTRESsm N.R. 14B 62 794- (232') PRESTO +o ism w 420 "r eM ea a1 21'4' (26a9 PRESTRESSEDN.R. 21'4' (&n PRESTRESSEDI?LM 126 42 21'4• Mn PRESTRESSED /o204 n2 307 373 m a7 4a 721 as as eam 1002Z4' �PRMY3TRESD N'R (2B4') PRESTO lie 40 2T4' (2641 PR661 D 1ST in m m aae 3a am n3 4o as eo la em22'� M24'4' Cam') PRESiRES6ES N.R 2{NzAmmumcumcmacm0cm'4' (2ES') PRESTRESSED 91 89 24'4' Mn PRESTF♦EBs� In 124 1m 20 2a n9 ao 4a 4m La os rn err Sri - 720 2a 4W ea a1 10a 7292 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT RESAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. • ALL VALUES TARN FROM'SAM LOAD TABLES' BY CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE NSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIM M C OF BEARING PAST EACH SIDE OF WINDOW OPENING Omm©mm Om�d0�0 oo�mmo 0mm0�00 0�0©m©0 ®0©D®m mm0®m©vIOU mmm00C_�l.. m000mm0 �000mQ_'fCi3r !! FI6-1T/OM/OB 2 8F16-1 /0 1 8F16-1T/0M/OB 8F1701d q.6• BF16-1T/OM/OB 17'-4' 4-{' PRE -STRESSED I------ I I I i I 4 � I I AHTT I I I i 1 I I I I i f I 8F16-1T/OM11B 10'-6' IEl L-------------J - r- - - - - - - - - - - - - - - - - - '1 I UNO. PROVIDE BB1 WHERE ROOF I TRUSSES BEAR, TOP OF WALL 0 9'-4' LINO I I LL I I I 1 g�g So I I I I I I I I I I I I I I I I I I I -------------------- Ea r - - - - I I L- J H , . � e W 4.F14-1 /OM/OB AH7 REC SED N 8F36-1T M/1B 8F16-1 /OM/1B 1T 8F36-lT/1M1lB 9 4" - - - - - - - PRE-ST SSED LGE u LIFT BEAM PLAN SCALE: 1/4' = V-0' DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. l5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 93634 PH: 813.88E-2828 FAX: 8134M862802 aw��., 08/03/20 e*mw s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. S'x8' p'71a 1, PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL ICE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING EGA REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH 111 #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 y�E TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6'x16" Q P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30' LAP FOR EACH O / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BONG BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / O P OF THE LINTEL, A \i• 6NO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. * = � VERTICAL REBAR W/ 10' HOOK Qt`\ PF.O P05 8x16 DBL. BOND TO OF ,��•2 QP� BEAM W/ (1) #5 BAR BOND BEAM / 9 EACH COURSE '\O 8x8 BOND BEAM TOP OF • W/(1)#5 BAR .y'; BOND BEAM 30" TYPICAL �OQ�Ga\r_ F =FILLED W/ OROUT .�\AO U =UNFILLED GROUT SOLID FROM TOP .T1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2NO BOND WIDTH BEAM, IF FILLED LINTEL. BEAM COURSE #6 BAR IN BOND BEAM � SEE NOTE 5 5 �\ . 16-1 T/1 M/ B 8x8 PRE -CAST CONCRETE NOMINAL—�� LINTEL W/ (1) #6 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY CORNER PPS HEIGHT # OF #5'S, TOP 0 OPENING - 2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR ,Z BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 34'=1'-0' 1 ANDXFXX- 1T/OWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER SCALE: 3/4'=1'-0' IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/1 MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP UNTEL OF OPENING AND XUXX - 1T/OMI0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) 1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1141 8- FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN EMBEDMENT #6 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST '4 1M' OR DRIVE PIN (MIN SHANK WINDOW SIZE. MIN HEAD SIZE .300 SILL - ') 8'MIN EMBEDMENT 1 1/4 SLOPE FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' 0 EMBEDMENT 4 2X8 (MIN 2 X 3) 2-3116 TAPOON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AST ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4-) 8' FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #6 MIN. REQUIRED IN 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' DEB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS FRAMING DETAIL AT CORNER STEP :! 03ARCHWAY SCALE: 3/4'=1'-0' \ PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I ` I I > I I SINGLE #5 CORNER A BAR, 30x30 TURNED UP P O I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 9 II I II II XENSURE ER PRVIDE#5BAR OR DOUBLE REINF. BAR(S),AT EACH SIDE STEEL REINF. OF OF ELEVATION THAT PIER GROUTS BENEATH BOND. BEAM CHANGE „/ LINTEL. CHANGE IN 'I ELEVATION OF BOND BEAM 7 SCALE: 314'=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4'=1'-0' A7Group-u. gn 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774�078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SM2620 FAX: 813-SM2802 SILVERADI LOT #3 BLK #18 PROJECT* PAGE: DETAILS 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 Hl OA OR LGT2 W/ IOd 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. e BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4 NOMINAL BEARING (4"). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 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 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-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. A a �LIN 11 ///�//i, /. 1 11. MIOIOIAH15B il. 11_; ,;p . 'Fo . //AHT 11. AH —111, AH IS o �] - 1 , 11 11I 1 1. a 1 11 m ID-'1�_-�y. al m SON, 11 I 11 esn1;-1Ii. In aa'I_c'atCL"i{:a.©i' z . _. _. KNEEWALL 0 FRAMING PLAN SCALE: 1/4' = V-0' LLO. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407.7744078 v .abdeaigngroup.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: S1941186.2628 11,4 FAX: 813886-22802 Dnn4T MI AATI., 08/03/20 SCALE: SHEET S3 PLYWOOD ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24. 0/C, SUBMIT SHR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA18 TRUSS ANCHOR WITH ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SVP #22' x 4', HTSM20 AND 4) 1/ ' x TRUSS AND (4) 1/4' x 2 1/4' SHEATHING z t}• NAILS TO TRUSS FASTENER SCHEDULE' 100 z 1 NAILS TO MAY ADDED x 4'-0NAILS, TITEN 2 ANCHORS TO 081 STRAP, OBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5' GI R W/8' W/ 10d NAILS, 2 ROWS, 3' O LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2' z 4', EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16I iOd x 3 }' NAILS TO GIRDER AND 8, 8' x 4'4)' MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HT INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (72) 16tl x 3 }' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR CONNECTOR BLOCK WALL) BLOCK 102 TO ADDITIONAL PLY MAX. TO -(1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN 1/4 TRUSS AND (4) 1/4' x2 114' TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) }' x 5' TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL }' x 2 }' TO GIRDER 2x SECURED W/ (3) 1W GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH tx2 SECURED W/ 10d TRUSSES @ 24- O/C, 1x2, 2x WOOD FASCIA (2) }' x 5' TITEN HD TO CMU AND (18) SDS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3' TO GIRDER 12' O/C FOR REVIEW 2x SECURED W/ i8d C-(2) SIMPSON fGTR GIRDER TIEDOWNS WITH AND APPROVAL N GALV. COMMON NAILS. 2 () }' x 5'TITEN HD TO CMU AND (18) SDS }' x 3' ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12. O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, 070 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN, B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT =4725 LBS (2 PLY MIN.) 2' COVER & 2' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 6865 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR �A IB 1C -AL :34'=1'-0' �� TYPICAL ROOF J GIRDER CONNECTOR(S) q° qp q(+ `� "' "� SCALE:3'4'=1'a GIRDER CONNECTOR(S)`"° 3/4' T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA. 2- BLOCKING BETWEEN SCREWED AS PER SCHEDULE TRUIAL. BRACE To SS (D XR BRACING S PRESENT AT P VA 17 CCC�� LSTA12 20 GAUGE \ W/ LOCH E HDG COMMON NAILS. \@ EACH END TOTAL OF 10 8m 84CXE1 am THIgDE88 �c.>I 0'-0' TO 30'-0' 11)'X. BRACE 30'-1- TO 6V-0 (3)'X' BRACE 1 X' BRACE @CENTER O FROM BRACE DIVIDED EQUALLY FROM CENTER TO END. -wnnn vncrin 4'-0' O.G. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ OL DIA. ANCHOR BOLT W/IG WASHER SET IN HIGH STRENGTH EPDXY 6' 45M 3/4' WOOD PANELS BOOB (2) 1/2' WOOD PANELS 60 (2) 1/2' WOOD PANELS 90 2z LUMBER SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX PER ELEVATION LVOIST WITH UIJ PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BACKER BLOCK W/ 12d's 8' PRE-ENG ]-JOIST STIFFBACK (AS PER O C. MATE 5/8' GYPSUM BOARD OR 1/2' HIGH TRUSS ENG) CONT. 2.4 SECURED W/ STRENGTH CLG. BOARD (2) tOd's @EACH TRUSS SECURE I -JOIST TO TOP PLATE TO BE INSTALLED @ wl (2) 12d TOENAILS 10'-0' O.C. MAX, DOUBLE TOP PLATE HTT41'EA B. WITH SE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING / SYP No PWALL LANS FR SPACISTUDS SEE NG. SINGLE MIN TO N2 NAILS TO16d x OST. J BOND BEAM RED. gFREg 4500 THICIM 6 3/4' WOOD PANELS nim.IDEDci. ncri. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP, WL. BD, POSTTO �Sl�TDIRECTH ON SLAB <� BLOCK WALL W/ GABLE END 6000 (2) 1/2' WOOD PANELS 60 12) 1/2' WOOD PANELS 90 2x LUMBER • • ' PRE-ENG'D TRUSS SCALE: 3/4'=1'70' ' LVIJWOOD POST CONNECTIONS 5 SCALE: 3/4'=1'-0' I -JOIST CONNECTION @ L.B.W. 4 5'EDGE CENTRAL SCALE: 3�4'=r-o' (NO UPLIFT) SPACING SPACING SEE SEE S BR` GOR BTM. CHEDUL SCHEDULE SEE FRAMING PLAN C. w 0 0 o t o 0 0 o THE USE OF ALTERNATE MATERIALS MAY BE SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE w NOTCH DEPTH 1/4'0 O 5 1/2' MIN. EMBED. (TYP) HOLE EDGE>5/6' ,. ENSURE THAT EXP. BOLTSJJ-BOLTS ARE USED SO LONG AS THEY CONFORM TO THE PLACED INTO GROUTED CELLS, 8' ALL AROUND HOLE DIAMETER BOLT. FOLLOWING <2/5'D SGL. STUD Z 2. END OF FRONT AND REAR LEDGER SHOULD OUTER 1/3 OF LAP A MIN OF W-O'. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS D/E C A B Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES HOLE EDGE >5/8' A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3'4- SIMPSON TITEN BOLT/J-BOLT, 5' MIN. °p CLOSER THAN 8' O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. 5. IN LIEU OF HILT] PAF'S SIMPSON TITEN 1/4' ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE B - SIMPSON HUS28 G <2400 LBS, U < 1426 LBS W/ (2) 3'4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28.2 G <2400 LBS, U < 1810 LBS W/ 12) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' 01 MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3'4'° SIMPSON TITEN BOLT/J-BOLT, 5' STM. HOLE DIAMETER MIN. EMBED (36) 1Sd GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. PLATE <3/5'D DBL. STUD E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4'° SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 1Sd GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3�4'=1'-0' STUD NOTCHING A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 1 ALTERNATE MATERIALS _ AND BORING LIMITS WOOD LEDGER DETAIL SCALE:3/4'=V-0' 8 SCALE:11/2'=1'-0' �O SCALE: 3/4'=1'-0' LEDGER SCHEDULE MARK SIZE BOLT SIZE SEDGESPACING CBRRALBPACMB A DOUBLE 2x8 1/2' 8' O/C 16, DID B DOUBLE 2x8 3/4' 8' O/C 24' O/C C DOUBLE 2X10 1/2' 8.O/c 16' O/C D DOUBLE 200 3/4' 8. O/C 24' O/C E DOUBLE 2x10 3/4' 6' O/C 16,010 F DOUBLE 2z12 3/4' 6- O/C 1 12. O/C N C N 17 1 C T 2 ,,MDaVoln I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 4O7-774$O78 FAX: 4O7-774.4078 www.abdesigngroup.eom AA #: 0003326 01 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-066-2802 DAB 08/0.33 IsCALM 1/4"=1'-O" m*m= S3.1A FLOOR DECK 2x4 STRONGBACK SECURED TO72!WP�T BLOCKING SECURED TO WALL TERMINATION EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16" ° x 4 TAPOONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10?4' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4'=1b• SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF'BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING sr.I' SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ IOd x i FLOOR TRUSS OR GIRDER TRUSS 1/2"HOGNAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE: &4'=1'-0' DBL PT 2x6 8LK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY INTO LEDGER AND 10d O T O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8' CMU WALL REINF PER PLAN PE ELEVATION 3 S o an PER LEVATION ¢ m 1X2 FIRE -STOP _ -,-.. 07/41':'-- NI #8 WOOD SCREWS x 2' LONG 0 3' O.C.; STAGGERED OFF CENTERLINE OFF 2x6; MI 3/4' AS SHOWN SIMPSON A23 EA. TRUSS �' II�^4" NALLMO PATTERI4 _ PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: &4"=1'-0" #8 WOOD SCREWS x 2' LONG 0 3" O.C.; STAGGERED NI AS SHOWN DBL 2X8 LEDGER TO CMU W/ V2' EXP. BOLT B' CMU WALL AT 16' O.C. AND e' FROM NI REINF PER PLAN END W/ MIN 6-1/2' EMBED. FLOOR DECK PER ELEVATION 14" HAILING PATTERN Na O Qa PER E EVATION ¢ m� 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 0 12' O.C. IX2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL (---)TO EXTERIOR WALL SCALE: 314'=l'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 18d NAILS INTO LEDGER AND 10d @ O.C. #8 WOOD SCREWS NOTE: (TTOP OP OF FL FLR T TRUSS STAGGERED UPPER PLY INTO 2x8 x 2' LONG @ O.C.; NI 2x4 BLOCKING 0 EA. BRACE. STRUCTURAL SHEATHING ( TOP 2X4 SUPPORTS BT. B OFF STAGGERED OFF TOENAIL INTO TRUSS W/ (4) 16d NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) CENTERLINE OFF 2x8; I1II� 3/4' AS SHOWN nI 2x4 BRACE @ 48' O.C. W/ (5) 12d V-4" MIN. FROM 2ND. FUR. FLOOR DECK Iµ NAILS @ EA. END LINE 2x6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT MI 8d RING SHANK NAILS 0 4" O.C. MAX 08T. OF FLOOR TRUSS CMU WALL AT 16' O.C. AND e" FROM INTO BLOCKING ATHIN6 IS FOR WALL SH(STEATHING SHEATHING NAILER R REINF PER PLAN END W/ MIN 5-1/2' EMBED. 16d NAILS @ 8' O.C. MAX ) 1X2 FIRE -STOP PER ELEVATION FLOOR DEC III �/4„ "' PER ELEVATION PER ELEVATION LL �iIIUF�' O cn NAILING PATTERN o �� PER ELEVATION 2 PER EL VATI N PER E NATION 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS 012. D.D. FLOOR TRUSSES SEE ( SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 0 REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REO. BOND BEAM REQ. EVERY TRUSS (VERIFY 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/TRUSS PLAN) AT TRUSSES PARALLEL (VERIFY"W//TRUSS SECTION DETAIL r'*'\TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SCALE:y4=,'o PRE-ENG FLOOR TRUSSES C V SCALE: 3/4'=l'-O' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-O" O.C. (AT PRE-ENG'O WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) O 24' O.C. &IN NOT SHOWN FOR CLARITY) MAX PER ELEVATION J14 I FOR STRAPPING VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK WI TRUSS PLAN TRUSS TO TOP PLATE SUM BOARD OR 1/2' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2' A - SIMPSON MTS12 TH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14) 10d TRUSS TO TOP PLATE w/ (2) r2x4 WOOD POST TO STRENGTH EPDXY 6' MIN, GALV. NAILS. NAILS SLAB. SEE EMBED. AT 32' CCMAX. B - (2) SIMPSON MTS12 TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP x6 WOOD BEARING CONNECTION WALL W/ SYP No2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2' GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's @ EACH FILL ALL HOLES, DO NOT USE I12'x9" WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 1V-0' O.C. MAX. 10dx3' EPDXY 5-1/2' EMBED. MIN. 0 16' L, 1 Oa OU 1 OCi OC MAX. SCALE: 3/4"=1'-0' GABLE END BRACING W/ PRE-ENG �1 GABLE TRUSS @ CMU WALL TRUSS TGPOST CONNECTION SCALE: W4'=1'-0' 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/HDU4 U <4666 LBS VGT TO TRUSS W/ 06) 1/4'x3'SDS, (1) 5/8'° A.T.R. TO HDU4 AND (10) 1/4' X 2 1/2' SOS TO POST _p TRUSS CONNECTION @ L.B.W. 9a POST TO SLAB CONNED I ION SCALE: 3/4'=1'-W A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,680 W/ 518 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. LLG LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2628 FAX: 8134M2802 DptmT AATw. 08/03/20 81MICT S3.1B 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774�6078 FAX: 407.774-4078 www.abdesigngroup.00m AA #: 0003325 IF GRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6438 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813896-2628 FAX: 8134UW2802 2X KNEEWALL TO BR.'s. HT. SECURE TO CMU W/ V21X9' ANCHOR BOLTS W/ 2' WASHERS SET IN HIGH STRENGTH EPDXY • 24' O.C. (1' MIN. EMBEDMENT)-TYP. (2) 2XI2 HDR DBL STUD W/(2) SP4 (TOP 4 BOT.) 5' STUCCO BAND N Z dP LL PRE-ENG TRUSS (STRAP PER FRAMNG NOTES) (2) 2Xi2 HDR W/FLITCI4 PLATE. ATTACHED W/(2) META-24 • EA. SIDE PRE-ENCs TRUSS (STRAP PER FRAMING NOTES) MTL. DRIP EDGE /r 2x SUB -BAND VENTED VINYL/ALUM. SOFFIT DOUBLE TOP PLATE OBL STUD W/(2) SP4 ENTRY SECTION -ELEVATION D B SCALE In-. F-v x A F ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2' COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT WO C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS 0 4' O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. wBLE. END f`'- x A # ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 10 ZONE 1 = 20.97 PSF (30.97) ZONE 2 = 35.67 PSF (45,67) ZONES = 61.06 PSF (71.06) •A'=4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B' RISK CATAGORY: U APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR. SHANK Sd RING SHANK 21/2' 0.120' 170000 RING RINGS SCREW SHANK NCH) PER INCH) Sd SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHEAT14 NO USE 1/2' COX OR 7116' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES Ir JQ_ Z Q . 2 J • JJ a ZYZ :0 LU L = NU W Q WUMI6 S'UF U f0 to z N w to Q TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS onnP cucerlalNn ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING - 8d RING SHANK GUN NAILS S.O.C. IN FIELD: Ced RING SHANK GUN NAILS ® 12' O.C. IN FIELD or Sd x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.(#IjN FIELD J\ 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: FBGR 2017, S#P EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 53G13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF COLDFORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 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 DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLA13-MGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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 pef 20 psf TOP CHORD -non-concurrent 10 psf BTM CHORD -non-concurrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 Pef TOP CHORD (7 pef w/ ASPHALT SHINGLES) (10 pat w/ NO GYPCRETE) 10 psf BTM CHORD 5 pef STM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 pit STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED=150 MPH3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pst, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 2Dpet HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pst, BALCONIES (EXTERIOR) AND DECKS: 40pef. GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SW, PASSENGER VEHICLE GARAGES: SOP f, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30pef, STAIRS: 4OPsf 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 2,000psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1657. TREAT ALL SOL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,ODO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5 - STRUCTURAL TERRACE SLAB, CONTRACTOR SHAI.L SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'.A PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURNG, MWNG TRANSPORTING, ETC. CONCRETE TICKETS SHALL BETIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WFIEN WATER IS ADDED TO THE LAX UNTIL IT 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 MINUTES, 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 COWUA14CE WITH THE ABOVE. REOUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FDUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER I.IM FORMS AND SMALLER 2'FOR06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHAD. BE 3M'. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314. PROVIDE 04AL CONRMIOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUBS0N13ROU ND WHERE INDICATED ON DRAWINGS SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE FORMWORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK, EXCLUSIONS FROM THESE PLANS: WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 86, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. REINFORCING STEEL - REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 GRADE 601N MASONRY DEFORMED BARS, FREE FROM CIL, 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 e x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36' 06 BAR - 30" #7 BAR - 42' PROVIDE 36'. 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' (ACI 630/ ASCE 6/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 Ym -16DO 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 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 20 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 C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 31W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLD WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL PERAR 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, Fy . 36 ksl FOR ANGLES, PLATES, AND *SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy= 46 ksl, STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi . TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL J-BOLTS ARE TO BE STEEL. 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 = 1100 PSI AND A MODULUS OF ELASTICITY= 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL 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 W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. MINIMUM NAIUNG PER FBCR 2017, Sth EDITION. SEE NAILING SCHEDULE ON PLANS. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATIONS FOR STRESSGRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF O.OW AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A44B, 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 TPVWTCA BCSI 1' 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 ANSI A68.1-1982 HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S 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 FACIUTATE 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 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRICATpN 911E TYPE SFACW3 PEMARKP APPLICATKAV Siff TYPE SPACING REMARKS PTFURPINGTO IMASONPY/CDNC. CASE HAPDENED COIL I - LONG, BOC GARMiE DOOR SUCK TO MANJNPYF:ONC. 11A°DM. NO WASHER TAPCW MASOMIY FASTENER BOA: 11 EMBED., O'END DIST., tITEDGE.IST. 9GD,AL.EXT.DODR6 CASEHAI-NED COIL 0'OC WINWWIDOONFABTENED ...EDOOR BACK -DI& BOLT to QC R'ENSED.,4-ENDDIST., tr PT, BEE NOTES NAIL IRA LONG. STAGGERED INTOMAeONRY.fANC. TOMASONPYiOONC. WASHED- 9'EOGE GIST. WINWWeUCK -EHARDENEODOIL 0.00 .1-F.-I) METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1�PT. SEE NOTES NAIL PIT LONG, BTM3cERED INTO-YOONC. MA90NRYICONC. REQUIREMENTS EXT.eWINGD00N 1O L18'- 'TAPCON' 18 PI2'EMSED, OE.- NONITOCOGW000 tR'° E%PANSION O'EMBED. A'END b BUCK 3 PT, SEE NOTES NO WASHED FABTNEP I I& EDGE DIeT. WALL TO CONC. SLAB WI WASHED BClT DIST., 3' EDGE DIST, L PT WINDOW BUCK O.t08°PAFe21M' TDo KENO. 1I$T..1 I2' PTTO EEECOI.,SEE WI WABNEP STIR #RED EDGE OIBT. NOTEB 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 NCA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE RAILED AND 2c MEMBERS ARE SECURED W/ TAPCDNS OR PAF TO THE SUBSTRATE. A R C N I T 1 C T B 6 Deli n GrOUFLLLD. 01 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774.4078 www.abdealgngroup.com AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134686-2626 FAX: 8134186.2802 atrsDIV. Se LOT SILVERADO LOT ##3 BLK ##18 PaiOJECT# Inqryla nnn_ngTR9 PAGE: DETAILS 8CAL1E:'74"=l'-0" all*Ml" SN1 1 TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS jx +6 7 -34 If ql 0