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HomeMy WebLinkAbout6865 Wagon Trail St._1 99 04EHB -HAYDEN 99 Z I AX rza 0 =z! _5 iD 0 Wm fXu ww HOMES - = IJJ 11.7 W5>_ i'LUQ jao 0 _w 0 co i. 12602 TELECOM C>RIVE, TAMPA, F1 33637 7a1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL BTH EDITION (2017) ABV. ABOVE MFR. MANUFACTURER A/c AIR CONDITIONING MIN. MINIMUM DATE DESCREMON ARCHITECTURAL SHEET DESCRIPTION FIRE PREVENTION CODE 8TH EDITION ADL ADJUSTABLE M.T. METAL THRESHOLD :FLORIDA NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION T. ALED AMP. ALTERNATE MTD. AMPERAGE MTL MOUNT METAL DR HORTON HOMES *ALL LOCAL AND STATE CODES BD. CL BOARD N.T.S. CENTER LINE O.C. NOT TO SCALE ON CENTER PG CI—COy�R 3�g�T G PG GN— GENERAL NOTES 12602 TELECOM DRIVE TAMPA FL 33637 J TEL 813 740-9720 FAX: (813) 740-9715 :OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION 'TYPE — VB pp�� p��� •10. INTERIOR FM - CLAW B •BASIC WIND SPEED - Vult=150 MPH Yged=115 PH •BXPOSURB - B pm *I —STORY FMENCE - •2—STORY RESIDENCE — 1(AX. HEIGHT AS PER LOCAL AND STATE CODES CAB. CLG CUR GGNC. CPT. C.T. D. DBL D.G. DL1. DIM. OISP. DP. DR D.S. DTL. D.W. EA CABINET PL CEILING P.B. CLEAR PH. CONCRETE PLT. CARPET PLYWD CERAMIC TILE PR DRYER P.T. DOUBLE R. DUAL GLAZED RAQ DIAMETER R.A.G. DI ENSIGN REF. DISPOSAL RM. DEEP R.O. DOOR S.C. DOWNSPOUT S.D. DETAIL S.H. DISHWASHER SHT. EACH SHTHG PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAR` PRESSURBTRFATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCUREE7TTDR SMOKEDETFCTOR SINGLE HUNG SHEET SHEATHING PG —FIRST FLOOR PLAN PG AIA—FLOO� PLAN 3EI N3/DETAIIS P A2—SEGO FLOOR P PG A3H-FRONT & REAR ELEVATIONS "H' A4H— RIG AT�oN -"[i" PG ES—Fl�]IAOR�CAL P P(G� ppE_PECONDN G APOR ELECTRICAL PLAN PX D1—F�FLOOR lT le 1 LV CHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN P DI—D P D2—D PG D3—DETAILS PG D4—PRODUCT APPROVALLISTING pg WA� WALL ^p�`���+s Y ET7 LS pG WA2—WALL A33�Y ETAIL3 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: �1 /� SQ.FT. CALM. S STILltLMW 1104 SaFT. 2ND FLIT LMX>I Ibml BQ. FT. tOTAL LIVRYs 2605 43G4. 4n. ROLAND A. ABOUCHACRA AR No. 93723 ELEV. ELEVATION SHWR. SHOWER EQ. EQUAL Sim. SLID EXH. EXHAUST SL SLBxNG EXT. EXTERIOR STD. SLIDING RLAss F.GJFX. FIXED GLASS STD. STANDARD PG WA3—WALL ASSEMBLY DETAILS PG WA4—WA]y EMBLY DETAILS PG WA5-NOT PG WAS WALL ASSEMBLY DETAILS GARAGE 431 a IST. F.G FUEL GAS SWs SHEAR WALL SECTION A.B. DESIGN GROUP, INC. POWN ELEVATION 14' III Sa FT. FIN. FLR FINISH FLOOR TEMP. TEMPERED GLASS 1441 NORTH RONALD REAGAN BLVD. TOTAL ELIEVATION'N' 303 SO. FT. FLUOR FP M. FLUORESCENT' THK FRENCH DOOR T.D.C. THICK TOP OF CURB LONGWOOD, FLORIDA 32750 4'K)O' I*ATIO w Ga FT. FTC. GA. FOOTING T.O.P. GAUGE T.O.S. TOP OF PLATE TOP OF STAB Tel: (407) 774-6078 Fax: (407) 774-4078 GAR. DISP. G.F.I. GL. GYP. BD. GARBAGE DISPOSAL TYP. GROUND -FAULT U.N.O. CIRCUIT INTERRUPTER GLASS V.P. GYPSUM BOARD W. TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER STRUCTURAL SHEET DESCRIPTION PG SI—FOUNDATION PLAN PC S1.1A-DETAILS PG S1.2A DETAILS G S1.2-FIRST OR DOWEL PLAN PG 32.1 AI�I.40R LIFT BEAM PLAN AND NOTES PG S3—FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS H.B. HOSE BIB W/ WITH H.G. HOLLOW CORE WD. WOOD DHT WOW WINDOW HGT OR HT HEADER WTTFaTER INSUL. INSULATION W.I. WROUGHT IRON �u i. LUMM0Us M.C. MEDICINE CABINET DRAWING / CONTRACT' DOCUMENT R R THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET)) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THE PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (RIQUEST FOR OMEN THE ARCHITECT OR ENGINEER FOR CLARIFI TION, PG SSAB-DETAILS PG SSAC-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN PG S8-ROOF FRAMING PLAN PG SNl-DETAILS AND NOTES AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRI77EN_/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO IM's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744076 www.abdedgngmup.eom AA 8: 0003325 , 00 O 1.° >au1w1v. Al LOT: SILVERAD0 LOT #9 BLK. # 12 0412 T -0 21 3wzwm4EHB "2605- HAYDEN" GAN.&OR swiNG: RIGHT IPAGIM COVER SHEET 150 MPH EXP. B DAXIM 11/15/18 4sCALIM 1/4"=1'—O" >�T C1 GENERAL N07M 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Bib EDITION, (2D17) AND IN CONJUNCTION WITH ASCE 7-10. 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 WNNDBORNE 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 R3012.1.2 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 ARCHITECTIENGINEER 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 ARCHITECTiENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 131I 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.25 GAGE (0.48 NM SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302& THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION ISA FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTINGTHE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN MNCH GYPSUM BOARD OR EQUIVALENT. snwom 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, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF 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 TERMENT 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." TMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PL068618 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3GPM 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. ExTEM WALL COVER048 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 FINMES 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, VT THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTML1063.12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KK;K-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 - 11A AND R703.7. FRE 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. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, CONTROL DATE:10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeaigngroup.00m AA M: 0003325 ammo IevsD:v 4Y LOTi SILVERADO LOT #9 BLK. # 12 P1WJ�CT 04128.001-09121 moDuu 4EHB "2605- HAYDEN" GARAGN OTtE iCk RIGHT PAGM GENERAL NOTES 150 MPH EXP. B A. ABOUC 41 NO 037211 DAB 11/15/18 BCALIM 1/4'=1'-0" MIME" GN '-I0' Im'_m• 21'-10' �o m .00 '-4 5'-4'-4 19'-4' 20'-4' FIRST FLOOR PLAN SCALE, 1/4' " I'-0' NOTE,2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE a RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LEM THAN 06' (36mm) IN THICIO.E66, 60LID OR HONEYCOMB CORE STEEL DOORS NOT LEW THAN Aj'(98mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE a ITS ATTIC AREA BY NOT LESS THAN ItYt2.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATFI HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %bYb.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 6URFACE AND ANY SOPPITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (&TIN ED.)302.1 PATIO 0 0 3052- b LiD. (2) 3061-BN I I I Q � � B1�00�;1l �! ROOM I LNING � b'-6' CLG. � �1V( I b'-b' O.ft 3'-B' S'-8' 3'-B' b'-10' 3'-B' 9'-0' I I 1 I I tZ) Z06e A I � I I I j POST -- — — II �'IBH ry lO I vIC cl BATH#Z in m m I b'.bq,G, I I I I I I I ® � ,o I 286E m 2'-B' � 8'-®• I S 4'-0" 3'-B' 5'-4' 5'-8' 3' Q3'-0' a STAIR DATA Z0 MIN, p Ib RISER � 1b4' S-SH iv -- ARCH L/j b 1READ8 � �' BOLLARD b A6 REQ. PER 6LDG. II CODE III GARAC�B 'D PLffiI �III� ® POYBR � b'-b' Uri. III b'.b' OLg, 0 III ,�8 III 71FAPI6 2'-10' Ib'_0• '-10' . I g�_g• �'_b' 10' e carasrt we cuooMb ww LOAp SQ.Ff. CALL. S t6i FLR LNlYs 1104 ba. Ft. 2PD FLR LIMIG b01 8Q. FT. TOtAL LP/MG Z608 8Q. PT. G4RAGE 49T 6Q. F7. PORCH ELEVATION 'N' Iil SQ. FT. tOTAL ELEVATION'H' 9159 8Q. FT. SSdB' PATIO 80 6Q. FT. MASONRY/FRAME U44LL LEGEND 8'-8' BLOCK LL14LL UNA ON PLANE ERG. HGT. VARIES 8' BLOCK WALL UNA ON F'LAN6 ERG. IPITE® EiIYG. U14LL UND. ON PLANE 4' MTERIOR NON LOAD DRG. WALL uN.o. oN PLAN -ALL INTERIOR D00R8 TO BE G'-8' -ALL EXTERIOR DOORS TO BE b'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroupaom L AA R: 0003325 , . ee 7A SILVERADOOJsLOT #9 �BK#12 JCT/ Tt 4 .00 —0 1 uoaau 4EHB " 2605— HAYDEN" owiewcis swam: RIGHT PAO26: FIRST FLOOR PLAN 150 MPH EXP. B DA11/15/18 s>tssDnr Al 4. C DdL. TOP PLATE 9 m DETAIL A)BAR 6C,ALE.1/2'.r ARCH DTL. B SCALE, V2'.I'-0' -- 0' H HALF WALL SECURE I EADO TO SIRNOER (2) LAYERS, OF 3/4' PLYWOOD R " CAP AHU tllKSM 3' SCREI16 4 OR (2) LAYERS OF 3/4- On 3/4, T40 0133 MOOR "W"UR INT.M"XD at, FLOOR MATERL4L Ma �� 8G1� TO EXTEND BEYOND T► K301EOS, SOLID NALLNG PER FASTENER OF 81b-FLOOR OFBATFI9J3 8CN8DILE 10-0 3/4' 2ND FIN. PLR THE CLEAR SPACE BETWEEN / D 1 1/2' THE HANDRAIL AND THE WALL MIN SHALL BE NO LESS THAN 1 1/2' — HANDRAIL 6 36' AS PER FBGR R311.1.02 / / pRE FLR TIM�BBE�B UU 2X4 RE-W-MING / uuiaLHL to ry/q. S Rama To cowcom To Pam s»r HANDRAIL ENDS SHALL BE CAP ^ PLATE / sTaNz Dora Mat TTRAD-10' MAX RISERO WW 3AW RETURNED TO THE WALL OR MAX VARIAT14N N WGIR& READO ADJACENT EAck MAX TERMINATE INTO A NEWEL 10 NOOSSMG VARIATTVA N MY RIOE� "Cft#I - POST. CIRCULAR 000" SECTION OIA. TO BE 1 3/4' S T O R 1/4' OR POE EQUVALENNT GRONRASPABLLITY WODRRO- MIN. 6' WIDE . p . / NARROW END MN II' www • 0' FROM HST. / 3-2M1Q OYP NARROW 00 34' MIN HANDRAIL NOTE: / woo WX4am RENFOR �, NAVE � • / o ON . DEAD OP IwcarT.STeA" Sue -FLOSS AONeslve PL-4O0 OR OPILARE • 'ENCLogEc accEesEnE SPACE UNDER STAIRH4 S, SLL NAVE WALLS, UNDM STAIR 1. HANDRAILS SHALL EITHER A CIRCULAR GROSS SECTION WITH A DIAMETER OF I4'* 2' OR A NONCIRCULAR CROSS SECTION WITH A _ o / EA NORUYGITAL RUN SURFACE AND ANY SOFFITS PROTECTED ON PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND / THE ENCLOSED GIVE WITH V2' d,YPSUm BOAIRDSmtFDCR aT A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES Ea 4 � SHALL HAVE A MINIMUM RADIUS OF I/8'. otORCINS / OCCURS W/12d 6'-W O.G. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF / FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY -0' PIN' FLR DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE 2x4 A� Tod MASONRT NALS, • 2X4 P.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM SUMPER INTO SLAB WITWN 8' STRESSES- PER SECTION 1601A.1 / F.B.C. 2011 O EACH 00.32' O.O. MAX STAIR SECTION C SCALE, 1/2'.I' HANDRAIL SECTION D SCALE:3/4•.I'-®• - 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdostgngroup.com AA 0: 0003325 8 e SILVERADO LOT #9 BLK. #12 P1RCJ�CT 041 1-0 121 MODZM,t 4EHB "2605- HAYDEN" GARAos 8WDM: RIGHT PAOIM FLOOR PLAN SECTIONS & DETAILS 150 MPH EXP. B 11/15/18 BCAXJb 1/4"=1'-0" Eti>ICOT A1A a iffw a a r471 11111111,101 Film SECOND FLOOR PLAN SCALE, 1/4 - V-V .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoslgngroup.com AA 0: 0003325 anmr, avaniv ea "T4 SILVERADO LOT #9 BLK #12 04128,001-09121 MoDZl' 4EHB "2605- HAYDEN" OARAGZ SMIN0.1 RIGHT PACM SECOND FLOOR PLAN 150 MPH EXP. V DATM 11/15/18 OCMM 1/4"=1'-0" milmm A2 L 4 S4INGLE ROOF FYF" WX48' DECORATIVE SWJTTER OR EQUIVALENT 18'-8' 2NO FLR&, Am, FYPON BKTIDM OR EQUIVALENT 6' RAISED BAND (TYP.) _ 10'-0 3/4' 2ND FIN. FLP-- 8'-8' BRG. HGT. _ • ENTRY I I I I I I I I 4' RAISED 11 P. BAND (TYP.) I I I W RAISED BAND (TYP.) ( I 0'-0' FIN. FLR •-&-d'�RpE I - - - - - - - - - - - - - - - - - ,L2(W_W BBLDG NGT. 12 BRGP HGT. WN '�1 �� �� 1 IIIIIIII ■■ �� �� ' ■■ ■. IIIIIIII ■■ ■■ imml■■ ma FRONT ELEVATION -0 Taxnmem FNI 4' RAISED BAND 6' RAISED RAND OF-T. COACFI LIGHT 0'-0' FIN. FLR - GI D IN.) 12 OFF RIDGE VENT OFF RIDGE VENT �S 18'-8' 2NID FLR 18'-8' 2ND PLR. is 1Y, -- BRG. HGT. I I I-m I I A I I 10'-0 3/4' 2ND FLR, I I ,LIO'-0 3/4. 2ND FLR FIN. FLR/BRG. FIGT. --7 --' --------------------- --- FIN.FLR/BRG. FIGT. gr--- �� ----- ---- --- - — - — - — - — - — - — - - --- - — — "" ' I ■ A I I I I � I I 0'-O' FIN. FLR I 0'-0' FIN. FLR -0'- GR --- --_---------------- �G�IN.) REAR ELEVATION WAX: 1/4 . I'-0' TEXTURED FNW RFAOFATfIC ISRS Sa FT. NE7 FREE VENTILATION AREAREOEARED 1/300 RECIARED VENTILATION AREA ISEE /300 = 5.20 VENTILATION AREA X SCL INCHES PER Fr.(144) 75RR SO. IN. MN. RECEARED VENTILATION • SX 736E IN UPPER PORTION OFATTIC 3K4 S41N. OFF PoDGEVINIILATION AREA = 115 SO, IN. PERVEiT 3R44 /115 PAAL•OFVENTSREOINRED 30R3 30L• OF VENTSIRONIND 4 'AREA OFATTIC IS THE PEINEIEROFTNE HOUSE LESSTHE EVE ROG FXTENOROF WALLTO E7OEAIOROF WALL, NOOVEiHANGSINCLUDEO 1/2' THICK 2 COAT CEMENT PLASTER APPLRD 011110 LT TO TI GGNFT 41N' OALV. 'L'-TOPE FLAGWINO 60 N ROOPN6 CENEET POEW LA66 9WltlLES OVER -o PEL PAPER ON VY' OAa INEATHM OR V7' Cox PLYYJOOD.6ECLWD PER "ILLN6 ICWW" AiD% R = ELEVJ LMl-26 2R6 fYP RAP"m PI®-EN6b Too"(PER ELEVJ A ROOF suOPE PER T' MN. VI/BLEVATI' Oft &WAr,4M G{MfET TO EE 6HCUIIa TO AEI T'!1"lOIR/ 6V Gd NAIIG 6' or_• PERR•lTER LLW& 6V (4) IOd'• I'-4 TO LEDGER AND (2) Wd- TO 2X6 JoaT 2' 3k6 SYR PT LEDGER W/ O.C. 4 WITWIN W CP EACH FOR END MATE GET N GR4P6CN V WIGW GTIMM761 Exrlcw 6' MN !HEED. OVERHANG DETAIL A SCALE: V4 . I'-O' OMMON sumxv. at Lo-A SILVERADO LOT #9 BLK. # 12 PmJWT 04128.002-09121 MOD21, 4EHB "2605- HAYDEN" OARAoa 8WIN01 RIGHT PAOL" FRONT & REAR ELEVATION "H" 150 MPH EXP. B L AR NO 99729 I DATlm- 11/15/18 scw> 1/4"=1'-0" SI'me= A3H 18'-8' 2ND FLR, BRG. HGT. -------- 1 :1 le DOUN OFF RIDGE VENT M POR PYF'ON �6 CKTID(IT OR EQUIVALENT _,SIB'-8' 2ND FLR n '-V II' m' 4 I0'-0 3/4' 2ND FLR, 3/4' 2ND FLR. FIN.FLR/BRG.4KaT. --------12- --------------------------------- -- ------' _AIm'-® FINFIN.F�HGT. 8'-8' CLG. HGT,o. ------5� --�------------------------------ ,:,8'-8' SRG. HGT. 4. _ --moo ENTRY v - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - FIN. FLR- - — - — - — - — - LEFT ELEVATION SCALE: V4 . I'-m' TEXTURED PINI8Fi OFF RI� �8 2ND FLR BRG.HGT. NCaT II II 10'-0 3/4' 2ND FLR , a ----4 ----------------------------------1 II II A I&-C 3/4' 2ND FLR. FIN. FLR T?-------IFFIN.FLR 8'-W BRG. HGT.& ---- ----------------------------- • ENTRY II "* -ODFIT7----- _0-r _ ---------------------------------- RIGHT ELEVATION OCALE: V4 . I'-®' TEXTURED FIN18H 1441 N. RONALD REAOAN -. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774-4078 www.abdaskgngmup.com AA 0: 0003325 anon, sUMM r LOTs SILVERADO LOT #9 BLK. #12 PnOJMT 0 4128,00-09121 1LOD=- 4EHB "2605- HAYDEN" GAMAGZ sward: RIGHT PAGIM RIGHT & LEFT ELEVATION "H" 150 MPH EXP. B PUDIM DATZ,11/15/18 sCALM 1/4"=1'-0" MIKE!= A4H ELECTRICAL LEGEND DESCRIPTION TANAIlpSWTCH -WAY DWTCH iA -UL4Y 6WTCN MINER SWTNCH BUTTON 18CONMCT T TAT -e INW.E RECEPTACLE (126v)20-AMP INGLE POLE) 0 lOV DUPLEX RECEPTACLE 0 IOV DUPLEX RECEPTACLE (EQUIPPED TH MO -ND PAULT RUF•TERRAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (WOLF OF OUTLET RED TO DWTTCIU 41r XTERIOR 8l4TERPROOP)OPI CEPTAGLE /GROUND FAULT PUP. It) GUADPLEX RECEPTACLE ® IOv DUPLEX RECEPTACLE (FLOOR Me OV RECEPTACLE (4 WRE GTOR) N-o MOUNTED LkbWT E.dHG MOUNTED Lk4HT T LK+NT LOW SCONCE Pre -WIRE PAN WITH LIGHT (I CM PER Ga FTa LES BULB LhSW FIXTURE a gm ENLB LkIWT FIXTURS SSSESS BULD LIGHT FrAIM ' TRACK LIGHTING TTIC Lh3WT UTH POLL CHAIN }�( R CABINET LkiHT ® k4' PLUORESCENT LIGHT (RECESSED) FLUORE6CENT U W (SURFACE Dell k4' FLUOREDCETJT LkrNT (RECESSED) • p CE86 LIGHT CEBS LIGHT (VAPOR PROOF) 2-OdG MOUNTED LI6N4T WITH J-BOX OPT. PAN L(FIELD VVMIFY OCATION) Nm -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) !LING MOUNTED PAN 0 AN (1 0" PER SQ. PT.) 1 JACK O DETECTOR (CEILING MOUNTED) nEe TV JAS IC -E• PORT LOCATION OF TV JACK" s PNIONE OUTLETS 4 FANS TORE VERIFIED • HOMEONI ER PRE -CONSTRUCTION MEETING. • ALL B s 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GF1 • ISLAND (NOT ON KITCHEN CIRCUIT) • D16HU ASER DISCONNIECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE HK CAPACITY 01 SO CfM NTERMI7TENT PER TABLE MISMA OF FBCR STET EDITIOIH (2on), ' L41NDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERUPPTER PROTECTION FOR PENSCM'EL ON FEEDERS) • WIRING METHOD 8ALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE E00A(BX2) •ALL RECEPTACLE TO BE TAMPER-0"6TANT TYPE . e� � i erlrow 14L1d1 1I wm war a__r_rs_n wr wuix_neo AND TSfi OF LICd(tE.IC. MUST S! BNERGY EPPICENT TYPE PER FEL ENEMY CONSERVATION (RESIDENTIAL ENERmY BTICENCY) 201T. bth F„QITION RIO4J FOR VENT OR MICRO PATIO I 0 QNWI ROOM ROOM — — I F'RE-WIRED CLG FAN I CAM SWITCH IN I I I CABINETOUT_ - I LTIL /TO 2ND FL. • I I SWITCH I I %I I Km I I I i \ GFI I PAN. `��-- I \ OPf.i —GPI \ S/CO GFI • 44' UP 301 P�FOR j I '--- PORCH L------------ -1------ PRE -WIRED CLG FAN BDDL #Z / `DOOR r I BOLLARD Ab REG. � PER BLOC. \ CODE 4F $a KEYLE66 FDOU,I EOPI TgrY VERI GARAGE ® LO B. DOOR PREWRE GARAGE GFI 1RRKsATIO1J OUTLET • 46' APP. ------------------ �D�7 OPT COACH L*14T FIRST FLOOR ELECTRICAL PLAN 1/4' . -D 't'Sm 011-MRUR E'®�wwm moor -ter-- �0m ©moo® ©a0m ETifOOF^'C37o0 mom ©m�wmm m ®om�om om��oo® r�Rst•sRca--�..•.-.,—.�.:.,-:�LL>•Rfl� Rasa... ,. i:ao�a ©oISM omm �aav 000 t<iJ R��s�E�Rt♦mL7 R..Rli1 C33i:Zi'��'Li. :3 �>•Easf E7t��---m-- R[.Z•�L�t•t•R� s�sTs�sTST�L��sTE>t sTst•sr•�l:�sT��:1♦ r>•sr_s�sT�sr•sr_ sTST�fi sTST�i."-��sTFi� I�s�:;�sTST�ss�ssTAT� m 01172110 0 .. ,... 0 .. .. . . 150 AMP ELECTRICAL RISER Nor TO OCAM 40MRAL NOR& ♦ LJCINICAL MATMA A AND WTALLA11" GWALL COI'PLY Ulm ELE0010A1L ""Mow" OF THE S m Mw @1L®LfZE]L LOCAL CODE►. AND ALL LOCAL 1"CIIRR IL ALL NOTED 0CIN0 ! STALL M TYPS TNWIMW !NUM •wCUN2'COlOWT ORE Comm". usa,A• Burn . O, MUAAN CONETNATION EONICS 60 A V DISC9MOCT OWCN AND nano• W M ILocim METER IN 1 P�NAEI tam DRENICLOs1E1! LPANEL ROMP •IEAD! maw" NT NTEIm'/•lEM RONDNs TRfTNAL AT LOU r1DLtA•E COMIOTIQI! PARR COMPANY TRANIIPOI•'� I M CU eLRwoE 4rs01►O CONNICM TO CONCRIM ENCASED room" s"m PBs WGTOCAL PROVION" OF Na JBQB" N•" OIA X • FT LON• COFFER CLAD ORCNO ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www,mbdssWngroup.wm AA M: 0003325 ammo �o aTvsDiv aE L,oaY SILVERADO LOT #9 BLK. #12 041 OJWT - 9 2 1LODSEA N 4EHB ' 2605- HAYDEN GARAaIN sT1INM RIGHT PAOs: FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B D TO 11/15/18 sCAim 1/4"=1'-0" E1 ELECTRICAL LEGEND SYM. DEACRIPTION tANDAND SWTCH -�" -WAY SWITCH .�. -WAY 8MYCH "sit BWTCH BUTTON ISCONiCT T TAT E RECEPTACLE (G8v/20-AMP LE) � EX RECEPTACLE EX RECEPTACLE (EQUIPPED� ND PAULT RRAI`sER RESISTANT TYPE) [TOO CUTLET (HALF OF OUTLET SWTCH) 4w WATERPROO'Kal'I CEPTACLE (6R u4:q FAULT PnEW)PTER) 10v OUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20v REC�RACLE (4 WIRE CTOIN 1-0 L MOUNTED LIGHT ILNG MOUNTED LIGHT L*HT OOD L*WT L SCONCE PRE-IURE FAN WITH LIGHT (i CFM PER SQ. FT.) oYC BULB LklHT FIXTURE &am BULB LIGHT FIXTURE BULB LIGHT NXTURE ' TRACK Lk*14TNG TTIC LhSWT WITH PULL C 4AN R CABINET LIGHT ® k4' FLUORESCENT LIGHT IIRECESSED) m k4' FLUORESCENT LIGHT (SURFACE k4' FLUORESCENT LIGHT (RECESSED) • O CE80 LIGHT CE66 LIGHT (VAPOR PROOF) ILNG N'UOWTED LIGHT WITH J-BOX OPT. RAN PANEL (FIELD TI METER (FIELD VERIFY (WALL MOUNTED) -BOX (CEILING U•ICU4 ED) ILNG MOUNTED FAN 0 RAN (I CFM PER Sd FTJ r JACK O DETECTOR (CEILING MOUNTED) mEe CUTLET FOR 34VQW OPENER Tv JACK -E PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS s FANS TORE VEWED • HOMBOWIER PRE-O"TRUCTION T'EETWI • ALL B 4 20 AM' BRANCH CIRCUITS TO ISE ARC FAULT PROTECTED PER NEC 21012(b) 29 U4 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT CN KITCI-M CIRCUIT) • DOWWA 4ER DISCON,ECT TO BE LOCKOUT N PANEL • BATHROOH EXHAUST FAN TO 14AVE MIN. CAPACITY OF or INTERMITTENT PER TABLE MOTA OF FBCR 6TH EDITION B(201T1 • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUtT-RREI%NlPTER PROTECTION FOR PERSONNEL CN FEEDERg) • WIRING METHOD SHALL W NON METALLIC CABLE AS NEC 2014 ARTICLE SMA(BX2) • ALL RECEPTACLE TO BE TAMPER-RE016TANT TYPE ALL 1MPB &4AL I Ws a_.FLECT�+� 6Y eLILDER • AND 'TSR OF LIGHTMG Nt10T BE 17JERCiY ENPICR)JT TYPE PER PAJC. "Maly CAONSEIRVATION (RENDLNTIAL ENERl4Y E FICENCY) 20M. bth EDITION R404.0 I I L_________________________I SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4• . 1'-& 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA%:407-774.4078 www.abdesWVoup.00m AA N: 0003325 O TJ DZV. & WIt SILVERADO LOT #9 BLK. # 12 P]�JIM 04128.00 -09 2 MODEI4 4EHB "2605- HAYDEN" GAVADa BWDM RIGHT pAOS�ECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B DATlk 11/15/18 BCALBt 1/4'=1'-0" PJNT Br�r E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . P-®' -------------------------I SECOND FLOOR PLUMBING PLAN SCALE, 1/4 . P-®' MAN PLUMBING RISER 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesWooup.com L AA 8: 0003325 unm� 8tnm3rv. & On SILVERADO LOT #9 BLK. # 12 PllOJffiCT 041 0 -09121 moasu 4EHB "2605- HAYDEN" GA1RAGs BWDM: RIGHT PAGJ PLUMBING PLANS 150 MPH EXP. B DnDFT A 11/157a 8CALM 1/4•=1'-O" almaw P1 HVAC NOTES L ALL MIE04OWAL §Q111 I'MMT NO.LDE PR10VDED L M I IW CLEAIIIII ,PM SElVICNQ PER Fl1b.11EQUIREMMINTw 4. ALL DUCT IYSTE'IS NSTALLJID N NON-=Vff 0NtD AM" &W.41t Q A VALLS CIF NO LN/ 7111 R-0 RATN& ALL 49M"N SMAUJ- M HALED wrM ftA" AM • MMI M AND NSTALLED AS FM FOO 67N IDRICH (UM MMICNASCAL 9L O& CODE SECTION "M A ALL FLEX DUCTS SM&L SE APPROVED UL M CLAN 1 AN DUCT AS PM NFPA WA I-LU A grSM AMR NTAKp A = LACATMD CLASER THAN E PT. F110M ANY CHMMY OR VE1f OUTLET, OR SANTARY SEINER VER OUMV L ALL D6AIST AND OUTSIDSI AIR NW DUOTII, 90j. IN OONi7RU = OF SMOOTH dt Y M TAL OR 07FRR MATERW.1 AS FM FltC 611141 E01rWN (WO MICMANW I. CODE S■OTION 6M 6. 04CL.OND SUPPORT PLATF101178 SMALL !E CONYIIMMD N AC=11044M TO FRC 6111411 ®ITION (7AT)111110144,40AL CODE OM T. SIATMROOMB CONTANNM DATM UNM MIOYIN 4110A1 AO SIMILAR /ATHM FpAUt81 SHALL !t MEICILMrC LLY VOMID N AOCOICJNCt w m q10 6TN MDITION non) ME{CFA -& CODE SECTION 4m • ALL WMAUSTED 06AIM ROOM WALL NAVE UNDER-W DOOIRS FOR MOM -UP All TO W IUl71 RIII TO 111101AL AIR D6iMLSTED. 1 ALL PM RATED CELIll AND WALLS NAML WAVE AN APPROVED PM OR FNIE/11111 E DAI''E M LACATMD AT CMLM OR WALL PItTIMTION AND ME UJINVID wTM ACCESS DOORS TO IR OAGLU* ADD DlIUMIM SMALL NI PIROVOW MIN iALANOM DAMPEM ri ORttER ROOITER TO M A FArlTEC14 OEF eoo6TER FAN o1R EAiUAJ_ 1UANTECH DIN IM OMM 1.008111R CAPACITY 60 LNEAR FEET IIMTM MAN(, NX NROM AIR SUPPLY SECURE STRAP TO GONG. CONDENSER UL (2)-3/16'X2' TAPCON9 UNITh"1 J WD ROLL STRAPOR E62141 AIR HANDLER SECURE STRAP TO UNIT W/ (2) EVAP. TRAY 4' CONCRETE GLAD #SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT PLAT -OR I CONNECTION TO PAD - NOTE- MAN COND. DRAN 3/4' DIA. OVER HEAD • 12' FROM 6TRUCTURE LEGEND ® SUPPLY AM DMIVSER 11/TiRIN AMR AIIILL ® SM-MALL OR 1 WY DS'FINER — SOLD LW- S Vft'r TFAW — Spam LINE■ IIET18sl low 1 OALANCMbt DAMPER on ow O CELNb I)"MOT FAN R CELNb EX11"? FAN 4 LbW O/A CUTS= All m TiiII IOSTAT m PAN-718U AN 4MLL ALLgNVAC TO HAVE PROPER PAN& W/ DRAINS ATTIC 00 EXTERIOR WALL T y AIR RETURN SUCTION AND LIQUID y NOW-5ERANT LINES y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y F'VG SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSWI UNIT TRAP DRAM LINE AND TERMINATE N AN APROVED DRAM, AS PER FBCR 6TH EDITION (2on) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS I I D1�9St�0II�[IIZG F p'ROMq�1 xvvm �ABOVE 11 I11------ I D r I I I I 12X12 14X6 THRU vi 12X6 ' --- _ m4 II �� S' S/A ABOVE \\� III 1 FROM III EitEX iii FOYER III III ��■ _ mds I PORCH SGORIATED NICKEL FN. FLOOR NTER&NK I - - - - - - - - - - - - - - - - - - - - BRONZE FL. PL. OR WALL COUC O. PLUG GEE SPEC. ------------ �-- - - - - - - — FITTING OR EXTENSION TO &OIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 56000 INSIDE SERIES NICKEL BRA86 TOP CAULK P.VG OPTIMPEC FIN. GRADE OR PAVING 1'-&'X6' CONC, FITTING OR EXTENSION TO &OIL OR WASTE AS REQUIRED TFLOOR SLAB CLEAN -OUT (TYP nEXT. GROUND CLEAN -OUT (TY�P) FIRST FLOOR MECHANICAL PLAN SCALE. 1/4 - I'-o' ,1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774-4078 wwwsbdesigngroup.com AA M: 0003325 J 1 PR d A s "N IV. Se LII SILVERADO LOT #9 BLK. #12 PROIWTO 4 0 -09 1 LI[ODEIIe 4EHB "2605- HAYDEN" OARLA R BVVXNcMa RIGHT PAGM FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B ------------------------� SECOND FLOOR MECHANICAL PLAN SCALE. 1/4 . P-®' .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-0078 FAX: 407.774-4078 wwwsbdesWWmup.00m AA M: 0003325 , anon, avaniv a. "' SILVERADO LOT #9 BLK. # 12 1pmojwTjp 4 8.00 -091 1 moan 4EHB "2605- HAYDEN" GwPwos swam: RIGHT PAGEL SECOND FLOOR MECHANICAL PLAN %150 MPH EXP. B ]DATA 11/15/18 sCALM 1/4"=1'-0" sHcm M2 2X4 TOP PLATE rEpt RLR PRE-FAB TRUSS in Gm BOARD 2X4 WOOO STUDS 024. or_ I FM. FLR N�2=. DTUUB IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, UIHERE SPACED NOT MORE TITAN 24' O.C. TYP. INT. WALL NON— BRG. 21 SCALE, FIBERGLASS SHINGLE& OVER 090 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON I}' OAB, SHEATHINd. ORJ'CDX PLYWOOD SEGUED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1'-0' TYR Ox V2' THICK, 2 COAT PORILANO—L' CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.._ /S' GYPSUM BOA OR 1/2' HIGH STRENGTH CLG. BOARD a SEE ENERGY CODE FOR"IS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION --� �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL bc2 P.T. PURRING STRIPS, • 24' O.C. 8' OM U U2' GYP. UL. �- WOOD BASE a• ti.. as • 4; h W/ WINDOW OPENING V CIA OLnVM DO NOT CUT BOND SIELAH NOT a" SOLID doOX THE BOND 2V M6 S 68A l (2) COURSE - REISAM A NPIPE THROUGH BOND BE (ZAM SCALE, 3/4'-I'-m' FIBERGLASS SHINGLES OVER "90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.0 ON O.SB. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENO TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I , 0'-0' FIN. FLR .y B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 90b.1.1 - FOR ROOF 5 1—STORY HIP BLOCK WALL ((22)LAAYER�UN�ERLAYMENTSYSTEM D1 SCALE. 3/4'.i'-C' 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 n nx m" row 6Y LNA O� 2B GAS LINE THRU BLOCK uu. v — FIBEWALASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON Ir O.SB. SHEATHIING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-1. TYR MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS W' 1FAW, i GOAT - POR7L00 CEIIONT rLASTM APFl.ND DIrlCRY TO MAOONIY pam cawER HEAD rcmm eiwACTUIRAL PON REN�ol0eer6lNt 2" 1-1. m ATTAOSP TO PILL COAL AS FM APPROVAL IY@ GZALAW NA lino s GARAGE DOOR JAMBS D1 SCALE: 11/2'-V-0' 2x BLOCKING DETUEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFBAGK AT ALL UPRW PER STRUCTURAL DETAILS PRE-ENG UD.TRUSS — CONT. 2x RAT RUN SECURED PER- / STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES .PER ELEVATION S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH OLG. BOAR R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS bQ P.T. FURRING — STRIPS • 24' OG. V2' THICK, 2 COAT— -- 1/2' GYP. UL. BD.- PORTLAND CEMENT PLASTER APPLIED q WOOD BASE — DIRECTLY TO MASONRY 0'-0' FIN. PL� - B' CMU a a < a' • e n W/ WINDOW OPENING Z FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON J' O.BB. SHEATHING OR k CDX PLYWOOD SEGUED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT `—PRE-ENG. GABLE TRUSS `--WEEP SCREED `-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Rill 0'-0' FIN. FLR a. n TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL 1 SCALE, 3/4'-I'-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407.7744078 www.abdesWgmup.com AA #: 0003325 8 b 0 0 UJ >aTJ3D1V. a MA SILVERADO LOT #9 BLK. #12 PROAXITIP 04 28.-09 21 1LODRU 4EHB "2605— HAYDEN" OARAGZ 8WUR : RIGHT PAGE DETAILS 150 MPH EXP. B FIBERGLASS SHINGLES FIBEGLASS SHINGLES OVER'30 FELT PAPER OVER e30 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RWb.0 PER SECTION RSOb.0 ON J' OAAISHEATHING ON I' OAa. SHEATHING OR k CDX PLYWOOD OR k CDx PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. y PRE-ENG WD. t1FUB8-- 24' OZ. MAX e ONI 24' O.C. MAX. METAL DRIP EDGE METAL DRIP EDGES R-30 INSULATION PER ENERGY CODE FORM. 2x FASCIA PER — 2x FASCIA PER m' ELEVATIONS off b/S' GYPSUM BOARD ELEVATIONS ?YP. OftCL BOASTRENGTH VENTED 80FFIT Ix7 FIRE -STOP SOFFIT -4.1 NSUL. REFERENCE—/ IRENGE I I STRUCTURAL STRUCTURAL m w WNDM ATTACHMENT AS PER MANIFACTURES i SPECIFICATIONS 3/4' T 4 G SUEFLOOR V2' THICC, 2 COAT E F C GLUED AND NAILED � ING V2'' AT AS PER NAILTHITWI CK 2 COAT PORTLAND CEMENT SCHEDULE PORTLAND PLASTER APPLIED PLASTER APPLIED DIRECTLY TO DIRECTLY TO MASONRY m MASONRY 00 FIRE -STOP -fb"VATION DO FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL IfELEVAR TION " b/B' GYPSUM BOARD OR V2' WW STRENGTH C L BOARD E€C�N — - - T TO V DO FIRE -STOP Dc2 FIRE -STOP R-4.1 M814_. J w d WRNDOIU ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32730 PH; 407-774-6078 FAX: 407-774-4078 www.abdeelgugroup.wm AA R: 0003328 R-30 INSULATION PER ENERGY CODE FORM. b/S' GYMLIM BOARD OR V2' 146H STRENGTH CLG.BOARD b0 FIRE -STOP R-4.1 WSUL. w 3/4' T a G BUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE ICON b/S' GYPSUM BOARD OR 1/2' W*W STRENGTH CLG.BOARD V2' THICK 2 COAT V2' THICK 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED bit P.T. FURRING PLASTER APPLIED Ix2 P.T. MARRING DIRECTLY TOSTRIPS • 24' OGDIRECTLY TO . STRIPS • 24' O.G. MASONRY6, Cm 8' MASONRY CmIn, GYP. WL. BD. 1/2' GYP. WL. BD. Do FIFE-STOP—A- —FF WOOD DABS IX2 FIRE -STOP WOOD EN16E a qe a. a. .v .ti .. n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. S/4'0-0' st"mIV. M 1i0 SILVERADO LOT #9 BLK. # 12 Pl%0.=T 4128.00 - 9121 MOIDXIU 4EHB "2605- HAYDEN" GAMULOs BVfXNGt RIGHT PAGM DETAILS 150 MPH EXP. B p00!!I6 A ABOUCHACPA L AR NO 93723 A DRINT w11/15/18 scAx.m 1/4"=1'-0" s>I�r D2 TO ILK IW (2)VW A-80LT8.4' EMSIDMENT MN. [l��■_Yg_�m��[c ®I \I _ _ _ V I® W/ OUT NALS. NDE6, 2X6 a,.u..+ae Dose BucK uv ro) ® )6W' A -DOLTS 4' EMDEDMQJT MN. IW 2W W48HIER AND NO !PACED Y PROM PLO= TO 6ARA6E DOOR NM N JOINTS PRIOR TO PILLN26 1-2X6 PT BLOCK # C 94MM OP ® DOOR HEADER W9I)A S' J-8MTS 4' 040M)MENT W( 2W )4C U 4040t AND WT. ® IHIOTEa,� SMALL D@ N ACOORDACZ TO MANFAGTUIERY MTALLATION INSTRUCTIONS "116 GARAGE DOOR t BUCK ATTACHMENT llQV sc4u. w'.rs 6' C 1U 3. DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE TFIRU FRAME 4 EXTEND 1 4 INTO BLOCK ❑ W/ V*' TAPCONS (MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 144' WITNN W OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUPACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK E, NN.+3/4 OR +S/4 A TO H +3 R +5 Tb. 2X4, m SECURE TO BLOCK W/ V TAPCGN6 OR (MIN. SHANK SIZE .145 MIN. 4EAD SIZE 300 MIN. EMBEDMENT 049 WITNN 8' OF EACH END IV OG. MAX SPACNG. 2x6,® SECURE TO BLOCK W/2-%' TAPCONS(MIN. SHANK SIZE .145 MIL HEAD 812E 300 MN. EMBEDMENT 149 WITHIN W OF EACH END 4 8, CMUI IB' 04. MAX SPACING Y)' DRYWALL 2X8, mm I'X4' OR MCI' P.T. NAILER SEAaSTO BLOCK W/2-%- OOR CASING (MIN. SWANK SIZE .145 MIN. HEAD 61ZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 149 ATTA H TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. ID' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-1//2" �e Il TO BLACK +1-1l2" 2X4m SECURE TO BLOCK W/'1(r' TAPC," (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y41 WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X 18' Or- MAX SPACING MUST BE ON OUTSIDE 4 2X6�m SECURED THROUGH SECURE TO BLOCK W/R-V NCH -STRUCTURAL TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MN. HEAD 812E 300 , CMU MIN. EMBEDMENT 1 Y4) DRYWALL WITHIN 6' OF EACH END 4 18' OZ. MAX SPACING.�14:X4' OR IW' P.T. NAILER 2X8,®oEl SECURE TO BLOCK 02-y* , 0U3a. x 4' MIN. TAPCONB DOOR 'A 3 MIN. 64Ad K 812E .145 MIN. 1EAD SIZE 300 DOOR JAMB OR WIt�OW MIN. EMBEDMENT I V) ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANU°AC7URE6 DETAILS. 18' O:C. MAX SPACING. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-1 > �' C SCALE, KTZ. 2X4,® SECURE TO BLOCK W/ i{s• TAPCONS (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENTIA) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX 6PACING. MUST BE ON OUTSIDE 4 2X6, SECURED THROUGH SECURE TO BLOCK UJV2-%* NON-STRUCTURAL TAPCONS TAPCON MIN. 1441 (MIN. SHANK 61ZE.145, EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 CHU WITHIN 8' OF EACH END 4 DRYWALL IB' OC MAX bPACING OR i'X2' P.T. NAILER 2XSm SECLIRE BLOCK W124W(MIN. jl'X4' OOR CASING SHANK SIZE J45 MIN. HEAD SIZE 3" OOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') TTACH TO 2X PER UATHIN 8' OF EACH END 4 MANUFACTURES DETAILS. S' O.G. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLACK +2 1 4' ^� A TO BLACK +2 IX 2X4= SECURE TO BLOCK W/ V TAPO" (MIN. SHANK 61ZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X im SECURED THROUGH SECURE TO BLOCK U1,2•)1(r'NON-6TRUCTURAL 2U(r' TAPCONB TAPCON MIN. I•Y4 !MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN, EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 18' OTC, MAX SPACING. ❑ �14'IXW OR IW' P.T. NAILER 2X6® SECURE BLOCK IW2-%' DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS- O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" F' SCALE, KTB. 2X4= SECURE TO BLOCK W V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITNN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X&m SECURED THROUGH SECURE TO BLOCK W/2-Vo' NON-STRUCTURAL ' TAPCONSMN. SHANK SIZE TAPCON MIN, 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMD I Y41D 8. CMYj• OF EMEAC4 ENNT WITNN 'RE 4 DRYWALL IB' Or -MAX SPACING' 2x8,® Q PX4' OR IW' P.T. NAILER SECURE TO BLOCK W/2-%' ND 2X SECURE TO TAPCONS(MM SHANK 812E STRUCTURAL MEMBER 145 W/l2)I2d WITHIN 8' OF EACW MIN. HEAD SIZE 300 END 4 6' TO 6' OrMAX MIN. EMBEDMENT 1 Yi) OOR CASING WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTAC4 TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F' 2X4= SECURE TO BLOCK IWY4 TAPCONS(MM. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 10' O.C. MAX SPACING. SECURED THROUGH 2X6,® NON-STRUCTURAL. 2lir' SECURE TO BLOCK WA-V4' TAPCON MIN. 1-Yi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN, 44EAD SIZE 3" 8, CMU MIN. EMBEDMENT 1 Y4') . DRYWALL WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. ❑ PX4' OR VX2' P.T. NAILER 2X8cm SECURE TO BLOCK WA-V4' �• O)3a. X 4' MIN. TAP(.ONS (MIN. &WA K SIZE .148 DOOR CASING MIN. 4 EEAD SIZE 900 MIN. EMBEDMENT I Y4/ DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER E' Or- MAX SPACING• MANUFACTURE& DETAILS. mm" NiOomKYf.Wf reo"or oasa.e A') DOOR JAMB TO BLOCK +3-7/18" • TO BLACK +3-7 S" G 6CaLE, N.rJ?,. 2X4= SECURE TO BLOCK W/Y4' TAPCONS MIN, SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN S' OF END 4 MUST DE ON OUTSIDE 4 18' O MAX SPACING. SPACING. 2X6� SECURED THROUGH SECURE TO BLOCK W/I-VNON-STRUCTURAL V4' TAPCON MN. 1-& fMIN. SWANK SIZE .145 TAFICO EMBEDMENT INTO BLOCK MIN. HEAD 61ZE 300 MIN. EMBEDMENT OW) 8' CMMU WITNN 8' OF EACH END 4 V DRYWALL 18' O.C. MAX SPACING • I'X4' OR Md' P.T. NAILER 2X8cw SECURE TO BLOCK WAXtrUAM=AACTURES, 'FP.T. X 4' MN. TAPCONSOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD 61ZE 900 MIN. EMBEDMENT I Y4) JAMB OR WINDOW WITHIN 8' OF EACH END TO 2X PER 18' O.G. MAX SPACING DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Al) DOOR JAMB TO BLOCK +3 3/4 H , W TO._ H +334' ,1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.sldesWngroup.com AA #: 0003325 anon; SILVERADO LOT #9 BLK. #12 PLROJWT 04128.001-09121 XODZZA 4EHB "2605- HAYDEN" GARAGM 11WINC 4 RIGHT PALM, DETAILS 150 MPH EXP. B ROLW A ABOUL'HAaiA L AR NO 03723 I D TM 11/15/18 BCALIlr: 1/4"=1'-O" mime= D3 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 1732S.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 62233 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/Z/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOOMS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL S678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR W31/2038 FL 5684.3 CLOPAY BIAG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 1Z/31/2038 FL 5891.1 THERMA TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 1S8.1 CASTCRETE STRUCTURAL UNTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM IF W W W.FLORIDABUILDING.ORG CONTROL DATE:10/04/2018 144i N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 FM: 407-774-6078 FAX: 407-774.4078 www.abdeoWngroup.com AA M: 0003325 summv. ae LOTe SILVERADO LOT #9 BLK. #12 PJl0J=Tp 04128.002-09121 m oam 4EHB "2605- HAYDEN" oARAan BrWEW k RIGHT PAC& PRODUCT APPROVAL LISTING %150 MPH EXP. B ND A. AR N DA 11/15/18 OCALM 1/4"=f-0" s?9mm D4 OL110LD WIYIID.rT.A •P" O I--. R.A L CONAN . rR. R L CONAN . rr. C Ot FOLD MMIC . rR. A i CONAN! . rr. 8 • ® tr0. —.-A xowa.rr.• aOlARt.A.0 l rato r?. C OAR rr. RRO .L I rr4A0os • r 0 sionan titer wee near esALra.O.Oa CK D COAT C COW PICK OW"A LOr } COAT LATER 9. FOR"40M Ms PAPER mb" oa•, ® KICKOUT DETAIL LAYM't w LRArPR.Art/ COLT) WLwOP WAZM PLomm ROr~M �P ADM CM IPIIM OWN I A. —m" OR Cmu nnRROPe � I . a WALL «.Ara y KIP401011-40410 tM �t I ORAL, — WTM MOOT e.AL (MR OR eO,J7.R, OO ebr DO) 'A i� KkWAXn Roar A NnRrere>,Ir WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), IQ' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS $ TAPE OVER ROOF/WALL SCREED S'XS' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT L X/l/ WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER *2 (FORT IF IBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO ormemmmmell SELF-ADHESIVE FLASHING - - - - - NOTE - METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-64-7-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWWoup.com AA R: 0003325 N d f�. sum as s ow SILVERADO LOT #9 BLK. #12 P"T 04128.00 —09121 Ra�R»Qis 4EHB "2605— HAYDEN" GARtAGM SrW11WG: RIGHT PAGM WALL ASSEMBLY DETAILS k.150 MPH EXP. B I)A� 11/1s/is 8CALM 1/4"=l'-O" 83mow WA1 of STUCCO FINISH h' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT o TOP A SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH - W4LL b' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLA VENT PENETRATION SCALEt N.T.S. ELEC. METER FIELD VERIFY LOCATION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - • - - - - BUILDING PAPER) AREA TO RECEIVE COAT STUCCO SCRATCH COAT METAL LATH x—x—x—x 1 COAT OF PAINT W/BACK- ROLL PRIOR TO STUCCO ELEC. METER INSTALLATION WOOD SHEATHING SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEM6RAN I ENTERS, BOX, APPLY TO FAi EDGE APPLY E-Z OVER b® M GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIG 8' WRB LAYER M, STUCCO WRAP CUT 'A, INTO SELF-AD14ERNG MEI' R E FLASHING Y SELF- APPL AD4.ERING MEM®RANE FLASHING OVER DOX AND OVER APPROVED UM LAYER STEP 1*1 STEP #2 WRB LAYER 01, T S UGGO WRAP STEP 1*3 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 0 � bELF-ADHERING tMEMBRAMELF-AD FNG `WRB LAYER e2, FORTIFIBER BUILDING PAPER STEP 0 ELASTOMERIC COATING OVER STUCCO/ C.v. FNISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP *S STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWooup.eom AA M: 0003325 e F aADO #9 #12 —09121 13 YDEN" 1►ING: RIGHT pAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B L `''AR NO 93723 d Dp 11/15/18 scAl lO 1/4"-1'-O" sNECsT WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING - - - - - le 2 112' CORNER BEAD (FASTENER a SPACINrs • 1' OTC.) CMU Sib' TI ICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � p�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdmW*oup.com AA M: 0003325 t P1 0 0 aumirv. a =,or, SILVERADO LOT #9 BLK. #12 PlloJwT 4 8.0- 2 atom 4EHB "2605- HAYDEN" GARAGM NVIVM-: RIGHT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B D 11/15/18 aCA%m 1/4"=1'-0" armmT WA3 WOOD GWEA7NP10 118!DAMWR 1,1l818TI�'E / / Ilpf x11EY�lAL 81Dm / / / \ ELMHRtl 6TARtER 6TRW / \� `\ B8[ PEMTPA BAMRM FLAGWNS dALv'D TOTAL 6ALV'D MAL � �'Z'�' TLAGWM on YIDOD Tilmm61 �R OOAD. / 1 \ / UIOOD; \� i• / OR ATPRDv= MALANT w SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-05, MIN. 2B LISS. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesi@ngroup.com AA 0: 0003325 t 8 A C aulwiv. a. Lost SILVERADO LOT #9 BLK. #12 PROJWT# 41 0 -09 21 ioaaI, 4EHB "2605- HAYDEN" OAlt"Z aMUCC II RIGHT PAOr: WALL ASSEMBLY DETAILS %150 MPH EXP. B Dw 11/15/18 aCALm 1/4"=1'-0" ara�T WA4 —2x6 SUB-BANb W/1'x4' NOTCH e END, WRAPPED IN PEEL t STICK —DRIP EDGE �\ I\ —1/8' TEXTURED I \\ FINISH 0 WOOD I \ 1/2' TEXTURED \ FINISH ® CMU / \ —METAL FASCIA \\ WRAP i6' FROM \ STUCCO, I' FROM \\ WOOD WALL \ —EXTERIOR WALL \ (FRAME OR CMU) \\ \\\ NOTE' NOTCH FOR 2X6 \\ \\ SUB BAND ONLY \ ®ELEVATION ®FLAN A 1w TEXTURED FINIBMI • WOOD. 1/2' TENURED . PUSH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOBFATHINC+ x x x x x x �p J OR Cm x x I URB LAYER al. x x x x I, STUCCO WRAP(PRAmE ONLY) x x x x x x x x x x x x — WRB LAYER 7, FCWFIBER K x x x x x x x x x x x x x- SUILOMfi PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 eue Rloamx Cr7�ENT x x x x x X x x x x x x x x x x x x x x ) FELT PAPER DRIP EDW x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x (REFERENCE POINT ©PLANS x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) -1'1/S' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH s CMU -2x6 SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL a STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/126 NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH * END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3Y x xxx'.. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ,.. x x x x x x x x x x x x x x x x x x x x- x x x x x x x x X �x x x x x - SUB BAND DETAIL ® WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY : OR CMU KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT +o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN SLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosWigroup.com AA 8:0003325 anon. sum ♦11 LOTt SILVERADO LOT #9 BLK. #12 PROJ=T* 04 2 .002-0 1 1 1[OD>BIa 4EHB "2605- HAYDEN" Gwie�uGE swzwm RIGHT PAGI: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B DAM 11/15/18 8CAIM 1/4"=1'-0" sll�T WA6 I TE-1 b I I I q 4" CONC. IOU- SLAB I 3 41 — — — — — r — — — fM-18xis — — — — — — — — , 4 101-0" 111-w § I �I Im m � m m, ILL TOP OF ro SLAB LL L) d I ;� 20'-5" T-5" 11'-10" r-I—L cw-12x12— I a Lis--- o ?? 0 II 13 I 1.1 �\ .N ILI io I m UP TO 2ND FLOOR 4" VC� 3'-8" T a ii� I (FIELD VERIFY C SE ��` I N 1 1 �, li w EXACT LOCATION) `: O 11 I 5 ` 1 3'-0' —T T OF N I SLAB W o_ 1 TRANSFER STEEL 0 I 024 O.C. MAX UI 1v i n 2 �1y0'-0" FIN. ELEV. N 0 I N 1. I I� Y FIN. CONC. SLAB I ml m 4 61 m ILL TAT 18'-0" T-10" L — FM-18x18 Im 4 4 7'-8" 1. M FM-18x18 c Y N a 4" CONC. io Ig p a SLAB LL J L T Y FOUNDATION PLAN SCALE: 1/4" =1'-0" 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 NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 10 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. WNDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOV#DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I'EINDICATED #5 BAR, EWDICATES #8 BAR, EDICATES #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 (a 30", #8.38'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIM AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,00(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 MATH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, USING: Fm= 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT MW PSI), UNITS LAID IN RUNNING BOND. 16. WARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-W O/C MAX. SEE PLAN FOR WW M SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Blh EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 84WIA4 WlAOVER GENERAL 1 3 1-' 8 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-12118 17 CONTINUOUS IV, (2)01161; FM-15x18 18" CONTINUOUS IB" - (2)#8's FM-20011 2V CONTINUOUS 19, - (2)96s FMC-1dx18 16" CONTINUOUS IV, - (2)#5's - VARIES OW-1202 IT SEE PLAN 17 - (2)#5's + 0"-d' CWC-1202 IT SEE PLAN 17 - (2)#5's - VARIES F-24x24 24" 24' 17 (2)*Vs (2)#5's +011• TE-1 8" SEE PLAN 8" - (1)#5 _ .4•' /I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.eom AA #: 0003325 anon, >sAnmxv. a# LOTI SILVERADo LOT #9 BLK. #12 4 8 00 _0 121 monm t 4EHB "2605- HAYDEN" RIGHT PAOL" FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING t � IV Z I - 2 STEEL REINFORCING IN GROUTED 5 STEEL REINFORCING IN GROUTED � •'. i CELL SEE PLAN SIZE AND Q CELL SEE PLAN FOR SIZE AND a •' i . ENTS SPACING REQUIREMENTS O TG SPACING REQUIREMENTS P_ .{.1 �.{ �L':-�..' �--- ' GARAGE DOOR RECESS W 0- a Q N Iv' FM Cali 8" CMU WALL O 8" CMU WAIL CORNER BARS, SAME SIZE AS BAR � s w LU B. O i? *- d . IN FOUNDATION WITH 30' LEG EACH • �I_ WAY AT ALL CHANGES IN DIRECTIONS • N N ' TOP OF SLAB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS • • . - V _ MATCH AMOUNT OF CONTINUOUS BARS •I .I•I CURB FOR MASONRY d' EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) 'EXT. 'uSEE SLAB SCHEDULE TOP OF GARAGE PORCH SLAB4" CHAMFER .I a. I`"` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEESCHEDULE 7;p• UNITS SET AT ELEV: W/112" ISOLATION ' , (NMERE • • e° CHAMFER (2STORV) #4 24" 24" (1STORY) W/ 117, ISOLATION 6" CHAMFER (2STORY)JOINT / 0�_dr Z SEE SCHEDULE #4 JOINT (WiEREAPPLICABLE) E SCHEDULE APPLICABLE) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE 38' MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY BAR QUANTITY NUMBER OF BARS Cie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 y4•=1'-r 2 scALE: y4"=1'-a' CORNER BARS DETAIL DOOR OPENING SCALE: GARAGE 3 4 SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 1Sd COMMON NAILS, 2-ROWS, 4" C/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W WALL W/ BY P No 2 STUDS SEE 2" CAPPED WO I PLANS FOR SPACING. SINGE GALVANIZED PIPE a y NEW REINF. BAR BTM. PLATE TO BE PT. W/FLANGE ® BASE p a SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE BT, PLATE TO IL S I EPDXY. MIN. EMBED SLAB W/tOd MASONRY 4 J g 8" UNC, NAIL 16" O/C STAGGERED. n Q 0 FOLLOW ALL MANF. T y SPECIFICATIONS FOR SECURE FLANGE TO = m USE AND SLAB W/(4)1/4" X 2114" TAPCONS y.. PREPARATION OF O HOLE. W W Ir SLAB SCHEDULE J M Q Q� Q [SEE T TOP OF SLAB 4" CHAMFER (iSTORV) 6" CHAMFER (2STORY) EQ. EQ. EE SCHEDULE BOLLARD AND BARR QUU�ITY 5 SCALE:3a'=1'-7 ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION p 8 6 SCALE:34"=1'-0 (NO UPLIFT) SCALE: 3/4"=1'-P LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE P7. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. POURED LINTEL CONT. (TVP.) �,'•l, 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE 2X WALL FRAMING �_ 0 YP' DIA. USP 7260SO BOLTS S' TOP OF SLAB e, 4- MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 18" O.C. VERTICALLY MAX SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO (NO UPLIFT) BLOCK WALL CONNECTION 11 SCALE: 3/4"=1'-O" 1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.com AA M: 0003325 anon:, BUDDly 84 L0a't SILVERADO LOT #9 BLK #12 FMWJMT 0 12 . 2-091 1 IWDZIA 4EHB "2605— HAYDEN" GARA03 BWM02 RIGHT PAGM DETAILS 150 MPH EXP. B Rom a �9oucw►aiA L nR . o372s J Dw11/15/18 8CAM- 1/4"=1'-0" MINE= S1.1A 38'-2" 29'd" 24'-" 1 2.-4. N W Q N 0 L M N ro e N Y io 13". Y fV 3'-4" 10'-0" 2-1- FIRST FLOOR DOWEL PLAN SCALE: 1/4" - 1'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774.4078 www.abdes*kgroup.com AA $: 0003325 ammo nuzwLV. At Lom SILVERAD0 LOT #9 BLK. #12 PROJECT/► 04 2 . 2-09121 xODZU 4EHB "2605- HAYDEN" GARAGE WW=03 RIGHT PAGE: FIRST FLOOR DOWEL PLAN 150 MPH EXP. B ripaINT DA 11/15/18 BCALM 1/4"=1'-0" B*Mc T S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 70" HOOK Z -GROUTED BOND BEAM iv VARIES PER ELEll %v p 4_ CLEAN OUT REQUIRED FOR INSPECTION ' ' FLR. 0. :.a ALFIN. TIE ERTICREBAR 'a • TO HORIZONTAL REBAR W/ 70' HOOK BAR SIZE 148 BAR CIA Z Z > #3 #4 18" 24" OV #5 30' #6 38" #7 42' HORIZONTAUVERTICAL REINFORCING � OFFSET METHOD CONTINUOUS BAR�SIZE 488ARDIA METHOD #4 24" HORIZONTAUVERTICAL #5 30' REINFORCING #e 2 #7 r' 47' SCALE: 3l4"=1'-0" #5 BARS 4. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWngroup.eoIn AA #: 0003325 4 h Y O 4 BUDD2N. & LOM SILVERADO LOT #9 BLK. #12 PlI*" 04128,001-09121 MODM, 4EHB "2605— HAYDEN" RIGHT PACRIs DETAILS 150 MPH EXP. B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9)10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 1 Od x 1 12" HOG NAILS, WOOD TO WOOD: U 8 P RT18A OR LUGT2 W/ IOd x 1 1/2" HOG 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. T. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WITH ViASHER Q 18" O.C. 10. TRUSS REACTIONS AND UPLIFT'S 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-D', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK OESCRIPTMN REMARK 1O (2)2x8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.$ = TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C - ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (fc VSIIxZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Bel MASONRY 3000 axle (1)#5 (1)#5 N/A GROUTED SOLID B82 MASONRY 3000 8x8 (i)#6 N/A GROUTED SOLID "CAST-CRE MO SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `Iaa SAFE LOAD - POUNDS PER LINEAR FOOT � SAFE ► aB„ SAFE LOAD -POUNDS PER LINEAR FOOT GTHaMsons no Tar same erase W" aPrr a4s TYPE LENGTH RCMM TYPE LENGTH WT nor �T ran 94&" arfatr HWIT rrar &Vw ra4t 03W error WSW an rn+s ro-+s rase rare Tara va►m 2'4' (42") 2231 amara"'@wa" aeoe ,ea, 3�6' (M PRECAST 1025 f024 iSW 3t6' (4r) PRECAST as ws am ea+ an fin ram as am fill T4a W4 aaa IWO Iw am am a" m fin ratwt �j-PE (46� 1966 mm as am am ,a/ oar 4%V (4" PRECAST m M 1300 4W M PRECAST "aa am sm ra Qm one amro ew 4ae nfa lea ant ar4 ++m an m too ono wl sas as 4+T 8t4.1 PRECAST ISS M fie not M 4Na ea0 am 4%r On PRECAST M2 M iOn rr 0T4.) PRECAST Im 1440 oar am 4w 4"1 on zw 4m fin as m am rimer vm as aW are 4m 4m a" f� (847 PRECAST 1217 nt4 an r ae am aw all SW 04') PRECAST 411 411 745 Br (84.) PRECAST tee t ama ow na am 4m as "m ow feu ten 1ma an aW ar 71m 4m 8-17 ('!69 PRECAST 10R 11a ,aa "m all 390 am foe !i-1P (15') PIiCCASr 21D 8!E MS 6.10' (757 PRECAST m am 3w am MU up aln Ono rym w as f0ea nr mm aw 41m rs (in PRECAST aoe tw fir "ea am a1a 4w am S,,S. m PRECAST w T21 400 SW M PRECAST w nn ten fin am fiat all aw w ,4a ,w s aw an ara r4' On PRECAST 743 wet Ira a a am an mfi an 74 (9D) PRECAST 4M 694 363 74 (90) PRECAST rn , WZ all trs aw aen an e,W 7m e" ta, a sw sD am V•4" ry1a� PRECAST B64 w 7,a tw a" am we ma 9'-4' (1t2") PRECAST 326 $12 23D 9'-4' (i1T) PRECAST em fa „ 1n 210 Ta tan we sea aBa eaa en o tw tw tw au4 aen 10'-S' (126� PRECAST 476 W w tw s fir ata 2W 1a4' (12r) PRECAST 214 401 140 1" (12C) PRECAST m w fie , afit m tw ,m am ma+ m w tIa I +w we faa 114' ry3e7 PRECAST 362 m w an as an/ fim 4Ae 11,4' (1347 P1tH116T 2N1 462 ta4 tt'4' ry36� PR13fABT 4" m m aW ,n , m w fw a4o fia aa7 4m 4" w WI tw fw. aw 12W" (144') PRECAST 387 W As "a a" eta m am 12W (144') PRECAST 244 402 IV I" 044') PRECAST 40 40 04 w 11 1 1w w m ,m ,m ma floe am 4» an w tm In 2m 184• (150') PRECAST 266 471 M IWa 1w ,w Zan 7w IXW (IWI PRECAST 217 924 17O ta4' rySD') PRECAST 4" w w rn m , tw 4" n 1Wa wa ,w sn nu d w m Ila N 1 tw 14W ry55'► PRECAST 2'N 4" m /m sw am mo ir4T (166) PRECAST 206 263 100 141P ry,>n PRECAST m w m ra m tea eta en aw ale 4" 4n fir f 1 tar 14V' (176') P NA AIR to lot tal M M laI iN` (17� PRE3T Nit 2N W 1r4r ry7e'► PI[#RBTtdw w w m w m w en w w 1 w Hfi Im m m ,w t! >w aalr ma 18-4' ry5e) PRE6115aB® NA 1R M qR M A IR low (Im PNWM7 NA 211 Bw m w w 40 w w wWI la fit oat as am as 174' Cme'1 PRESTO NA NI lal Ya Nt Mw iN' (JOC) ME61T N.0. 7W 64 174' (206') PRE1'IR� w w m 4m m w To w t 71e tam m w w ea"m tw sel G32'1 PRE67REBSED NA 0 IN') l9w 0m P N.R. 146 62 1" OY!IN PREBT�D to w 4r m Mf � im m rr tow tm tw the 214• (!ds') PRE6IRBOBHI NA �4ww4nw ) PI�TIIESWI NA 126w m an w am w w w m w Hw en tm 22'41` om pmaTr m NA lot M et M a M letww �"� On PRESTO NA 11S 40 a2'-O C '1 PRES'llw6® ma m w w Wm IN too ymall w 1" m Ire w m w 3420 w 4e w m m 24W Mn PRE NA it � IR w IR 2P0' (� PRESTRESS® NA 91 33 24'4r On PRE I" m w M m m w l m w m m "m an (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR -ALLVAUIEB TAKEN PROM •SAFE LOAD TABLES' BY CASTCRETE WY 201E EDR10N -PRECAST PRODUCTS BY O7 M701IMOREXCEED VALUES STAIMASCVE ALL PRECAST PROOUCTSARE TO BE WTALLED PER WMFACTIIREB BPSCFICIITION6-PRWICSMNS COFSEAIVn PASTEACN 8WOFW0SIOW0PB1IS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE M 18-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = i'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 401-774-4078 ww .abdesoVmup.tlom AA #: 0003325 enm� POOR Ue LOT. SILVERADO LOT #9 BLK. #12 P1tOJmOT 04128.00 -09121 xonmu 4EHB 112605— HAYDEN" GARARia OWDgCk RIGHT jp"w . FIRST FLOOR LIFT BEAM PLAN AND NOTES %150 MPH EXP. B DawT A11/15/18 BCAXM 1/4"=1'-0" 8313m" s2 #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10'HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHONM #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM WI STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4„=1'-a, PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. P� "W .PEE NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE#5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A UNTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 8, LNG COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. Q� F = FILLED WN GROUT U = UNFILLED VIDT" L # OF #5'S, IN 2ND BOND MOTH ,BEAM COURSE �16-1 `T/1 ICl/ B NOMINAL HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM THAT XFXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST 131'4" WINDOW 4. SILL = Le SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SINGLE #5 CORNER 1 BAR, 30x30 TURNED UP OR TURNED DOWN IZ STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #G BAR STEEL REINF. OF AT OF EACH SIDE ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-a' TYP. ew 6r BOND BEAM TYP. B" "' (p BOND BEAM 8x18 DBL BOND TOP OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE 8xB BOND BEAM T W/(1)#5 BAR .y: BOND BEAM GROUT SOLID FROM T P LINTEL TO TOP CF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL VW (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING -2" OR BEAM DESIGNATION 2 BxB PRE -CAST CONCRETE LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS B Tn . WOODOEM N FW8MaVAM d.=Y'MIN 2} MAX s. = 2 t' MIN, 9" MAX �M s=1 a MIN, 2?'MAX ed =" MIN, 2 ?'MAX d. =2" MIN, 2 e MAX s.=2 t"MIN, 9" MAX W� s, =1 � MIN, 2?' MAX led = r MIN, 2 e MAX d,#"MIN, 2 t'MAX s. = 2 }' MIN, 9" MAX a MIN, 2 e MAX ed = }' MIN, !Li}" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST I j'OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW b = SPACING BETWEEN ROWS OF FASTENERS e• = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngrouP.com AA #: 0003325 . anon, sL7aDIV. A# IA1! SILVERA 10 LOT #9 BLK. #12 PllOJl�OT/► 04128.002-09121 Moan. 4EHB "2605— HAYDEN" 0AXA0Z 9WDak RIGHT PAGIM DETAILS 150 MPH EXP. B � li/is/18aw scALM 1/4"=V-0" sr S2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 VW(9)10d x 110 HDG NAILS. SMALLJACKS < G'MAY BE NAILED VW (10)d x i 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IOd x 1 12" 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, 8. 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 WATH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS38, .177" ° x 2 7/8" LONG, WITH WASHER 018" 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 O'-0', FINISH FLOOR, UNLESS NOTED OTHERWISE. TPAM MANUFACTURER / ENGINEER NOTE8If ENGINEER NOTM: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,SW LBS SHALLSE FABRICATED W/A2A 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 TOA STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 81ZE i BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X8 (3 Yz"x5 X") SYP. USP HTT4 W/5/8" DIA -31A PT., WOOD POST x 5" EXP. BOLT FIRE DRAFTSTOP 3/4" SUB FLOOR 2X4 NAILER PRE-ENG, FOR DRAFT FUR. TRUSS STOP ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4" PLYWOOD DRAFTSTOP PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFTSTOP 3/4' PLYWOOD DRAFTSTOP PPLN VIEW DRAFT STOP DETAILS U: G: 1 GRDERTO CM U WALL WAMP LdJAARt-2 W!(4 WEDGE BOLTS AND 4) WS3 WOOD SCREWS TO GIRDER. 3 1 7717-77 FT4 FT8 FT3 II II II II II II II II II II II II II I I11 II II II II 11 II 11 II 11 It 11 11 tl 11 11 11 11 II 1111 11 II 11 II II II II II II II II II II it II II II II 1111 11 11 11 II I I 7fII71I 11 7I I 11 7�'1j11{ 11 J171'{t n 7I I I I IaII� �I11 1II(I 11 ' 1 11 It 11 11 11 ' I 11 11 11 11 11 11 JTilj'11 11 JTIIjTl1 11 11 11 It It 11 11 II I 1 I 11 II 11 11 II I1I1 II II 11 11 I I I I I I I I I I 13' I I I I I 2X4W I I lilt t I I I I 11 11 11 11 11 II 11 II 11 II 11 II $YPlNO2 1 II I111 II 11 11 11 I I SWP I I I I I I B i l 11 1 11 11 11 11 I I 11 11 BNt 11 11 11 1I11D I I 11 1 1 11 (I (I 11 11 I 1 2-PLY 12 O.C. G: 4922 LEIS 11 11 11 11 11 11 11 11 11 FTs,A any II II II II II II _-----' -_--_ 1 G:5328LBS DRAFT 4 n n n u n n FT2G STOP II � �_ 11 II a 11 1 II 11 4 II II 11 DBL STUD 3 1 11 SEE DETAIL 8/S2.1A 11 1 31 I 110 11 _37 _ II II II II II II II II II II - - 4 - II II 11 II II II II 11 11 11 _ 31- III II II II II II II II -- --- 4 E�: 1DE3.1TRLW8E8 Q 24' G.0 *�Tr I> —Tr 11--Tr I r—rr- 1 - 11 II II II 13�,1 II II II II ) II II 11 II 11 11 11 11 11 11 II II 11 II II 11 It 11 II 11 FT1 1A T 11 11 II 11 11 11 1 CJSE ,Y a e,�e II II II II II II 13E 1 II II 345 LBS 1 10A 11 H I 1 11 11 a 11 n 11 11 11 I I IL cumm 11 11 11 11 11 11 CJ1E — — 11 3 - yq�- FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 wwwAbdesWkgroup.com AA S: 0003325 J aUBDly a LOTS SILVERADO LOT #9 BLK. #12 rao"MITIP 4 2-09121 moDzia 4EHB "2605- HAYDEN" GARAIGM XTIEN h RIGHT ]PAGNI: FIRST FLOOR FRAMING PLAN 150 MPH EXP. B DA ` 11/15/1e B10ALL" 1/4"=1'-O" ammo T s3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR RAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' PLYWOOD SHEATHING, SEE 2) USP HTA16 TRUSS ANCHOR "ROOF/WALL/FLOOR H (9) 10d x 1 1/2" NAILS TO SHEATHING RUS$ EA. PROVIDER" MINIMUM NOTE: FOR (A) W SINGLE FASTENER SCHEDULE' ONCRETE EMBEDMENT. DBL PLY, A PT SYP #22'X6"X4'-0" A-(1)USP HTAIS TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d 10d x 1 12" TO TRUSS. FL#17680 NO OVER TRUSS (NOT NAILS, 2 ROWS, 3" OC TO 8-(2) USP HTA10 TRUSS ANCHOR WITH HOWN) FACILITATE2-PLY 10d x 1 1/2" TO TRUSS EA STRAP. FL#17eW BED IN CONJUNCTION WITH CONNECTOR. DBL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) L#17680 (A) USP LGT2 W/ (5) 1/4"x3" POWERS WEDGE x2, 2z WOOD FASCIA BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) IEE ARCHITECTURAL #FL17240 (NOT 6HOAN) x SECURED W (3) Red (8) USP RFUS STEEL CONNECTOR WITH (4) 3ALV. COMMON NAILS. ENGINEERED WOOD WEDGE BOLYS AND 3/2) x2 SECURED W 10tl TRUSSES 024" O/C, 1x22z WOOD FASCIA W (12) WS3 3CREW5 F1A6223 iALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 2' O/C FOR REVIEW 2x SECURED W/(3)led AND APPROVAL GALV. COMMON NAILS. 1F 4 BOLTS ARE USED 1x2 SECURED W 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12' OAC SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1A 1B CALE "'_'' ' 000 TYPICAL ROOF GIRDER CONNECTOR(S) 2A 2B scALE 34'=r ' GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUEDAND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 518" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) led TOENAILS DOUBLE TOP PLATE 2X4 OR 2x8 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12"GYP. WL. BD. 4 _. . 4 FLOOR TRUSS CONNECTION @ L.B.W. SCALE: 3/4"=14'' (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM.- PLATE DEPTH 1/4•D —HOLE EDGE>5/8' —HOLE DIAMETER < 2/5-0 SGL. STUD HOLE EDGE>50 HOLE DIAMETER < 3/5`D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 11-1'-0' LSTA12 20 GAUGE W/ 10dx12 HPG COMMON NAILS. 0 EACH END TOTAL OF 10 FLOOR GIRDER — H174 W/5/8'A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (20) led x 2-12" NAILS TO POST. POST TO SIT DIRECTLY ON SLAB 1 GIRDER/WOOD POST CONNECTIONS 5 A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- USP WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (20) 18d GALV. COMMON NAILS AND (8) Red VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3M- USP WEDGE-BOLT/J-BOLT, S' MIN. EMBED (20) Red GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4"° USP WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (36) iBd GALV. COMMON NAILS AND (10) Red VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W (4) 3/4'" USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 18d GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W (4) 3/4" USP WEDGE-BCLT/J-BOLT, 5' MIN. EMBED (36) led GALV. COMMON NAILS AND (10) led VALV. COMMON NAILS. FUM7232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=V-0' # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2 114" TAPCONS TO COW POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2 114" TAPCONS TO COW POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �--- TAP CONS MIN. Z' COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' (2) 2X4 No.2 SYP DWG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d EA TRUSSES WHERE TRUSS (DIA.. BRACETO -BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'4- TO 30'4- (1) "X' BRACE SEAMS) 30'-1" TO 60'-013) "X" BRACE ECURE 2x8 PT. PLATE BRACE ® CENTER TO BLK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' FROM CENTER TO ENO. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY S" SEE ARCHITECTURAL MIN. EMBED. AT 32"OC MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2xe P.T. PLATE W 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) ONT. 2x4 SECURED W (21 10d's 0 EACH TRUSS TO BE INSTALLED@ 10'-0" O.C. MAX 5'EDGE CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE IQj 5 112" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTSIJ43OLTS ARE PLACED INTO GROUTED CELLS, 5' ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 2: 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY 1p g CLOSER THAN 5' O/C. 5. IN LIEU OF HILTI PAPS, 1/4" DIA x 3" MASONRY (2)- PT SCREWS (TAP CONSI MAY BE USED, SAME LEDGER SCHEDULE MARK SIZE BOLT SIZE FEDGEOPACING CBi1R IWAC&IB A DOUBLE 2X8 1/7 8" O/C 16, O/C B DOUBLE 218 3/4" 8" C/C 24" O/C C DOUBLE Z110 117 8" O/C 16, O/C D DOUBLE 2.10 3/4" 8" OrG 24•' O/C E DOUBLE 2.10 314" fill O/C 15' 0/C F DOUBLE 202 3/4•' 6" O/C 17' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'•0' SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: al4"=V-a' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT1eA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WND ARE SUBJECT TO Ft AND F2 FORCES, 11 ALTERNATE MATERIALS 1 N. RONALD REAGAN 8LVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesWigroup.eom AA 8: 0003325 scrsD:v arroae SILVERADO LOT #9 BLK. #12 PllOJ�CT 04128,001-09121 MODEMS 4EHB "2605- HAYDEN" GAiRAoa swa101 RIGHT FACIE DETAILS 150 MPH EXP. B rpvlzNT Dw11/15/18 sCMM 1/4"=1'-0" sir S3.1A FLOOR DECK USP LFTAB W/(16)8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP LFTAB Wd Ile, ad COM— usn .e EACH END FL#17244 DBL PT 2x8 BLK'NG BETWEEN TRUSSES W/ 10d 0 3- O.C. 1ST PLY INTO LEDGER AND 10d 0 3' O.C. STAGGERED UPPER PLY INTO 2.6 BELOW 8" CMU WALL. — REINF PER PLAN Y 4"- #8 WOOD SCREWS NI x 2" LONG 0 3" O.C.; STAGGEREDDFF CENTERLINEOFF2x6; 3/4" AS SHOWN USP A3 EA TRU /4„ NALNO PATTERN 08 WOOD SCREWS x 2' LONG 0 3' O.C.; STAGGERED NI AS SHOWN DBL 2X8 LEDGER TO CMU W/ 12" EXP. BOLT AT 18" O.C. ANDS' FROM NI 8" CMU WALL END W/ MIN 5 -1/7' EMBED. REINF PER PLAN FLOOR DECK PER ELEVATION/4" LL Y NAIL840 PATTERN = 0 ' 2x8 PT TERMINATION — -- - - 2x4STRONGBACK SECURED TO BLOCKING SECURED TO WALL -PRE-ENGINEERED WOOD 24" MA) EACH TRUSS W/ (3)18d COMMON W/ (8) 3/16" ° x 4 TAPCON3 PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILS PROVIDE 2-TRUSS LAP 1X2 FIRE -STOP Fa FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) SPLICE LOCATED EITHER TOP OR FRAMING PLAN) MASONRY NAILS DBL 2X_ LEDGER BOTTOM OF FLOOR TRUSS, USP SPTH4/8PTH6 BTM. 0 12' O.C. TYPICALLY 10'-0" BUT REFER TO PLATE STRAPS W/ iDd x 1 SEE SCHEDULE TRUSS ENGINEERING FLOOR TRUSS OR 1/2" HOG NAILS FL#17238 SECTION DETAIL 1X2 FIRE -STOP DETAIL GIRDER TRUSS 2x4 STRONGBACK, WALL / FLOOR FRAMING, AT TRUSSES BEARING AT TRUSSES PARALLEL FLOOR BRACING 2 TRUSS PARALLEL TO WALL 3 ON EXTERIOR WALL 4 TO EXTERIOR WALL PRE-ENG GABLE TRUSS DBL PT 24 BLKNG BETWEEN TRUSSES W/ 10d 0 3' O.C. 1ST PLY 2x4 BLOCKING BETWEEN TRUSSES INTO LEDGER AND 10d 070C. .68 WOOD SCREWS AT FIRST TWO SAYS 4'-0° O.C. (AT SHEATHING SEAMS)(BLOCKING PRE)02 WOOD STAGGERED UPPER PLY INT02x8 x 2" LONG 0 3" O.C.; NI NOT SHOWN FOR CLARITY) TRUSS SS(TY (TYP) 024" O.C. BELOW STAGGERED OFF MAX CENTERLINE OFF 2,6; 314" AS SHOWN DBL 2X8 LEDGER 8" CMU WALL TO CMU W/ 12" EXP. BOLT NI REINF PER PLAN AT 18" O.C. ANDS' FROM FOR STRAPPING END W/ MIN 8-12" EMBED. VERIFY PER ELEVATION FLOOR DE /4„ 6ECURE 2x8 PT. PLATE 70 BLK W/ TRUSS PLAN LL W/ rZ' OIA. ANCHOR BOLT w 2' 'Y^E 7 O NALING PATTERN WASHER SET IN HIGH :y N STRENGTH EPDXY B"MIN, 3 EMBED. AT 32" OC MAX I SECURE GABLE T02xe P.T. PFR Ft FvanON I �Y *? a PLATE W/ 12d's 8" O.C. MAX 24� 24„ MAX `PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 17. O.C. ,X2 FIRE -STOP X2 `. REPAIR DETAIL IF LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3/4"=1'-0" CONC. POURED LINTEL COURSE —CONT. 2x4 SECURED W/(2)10d's0 EACH TRUSS TO BE INSTALLED 010-0" O.C. MAX GABLE END BRACING W/ PRE-ENG ABLE TRUSS @ CMU WALL SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.4078 W Ww.8bdeslgngroup.cDm AA 8: 0003325 avmn:v. ae Lom SILVERADO LOT #9 BLK. # 12 04128.002-09121 MODZU 4EHB "2605- HAYDEN" GA %ARim 81111MM RIGHT PAGW. DETAILS 150 MPH EXP. B PIUNT 11/15D/18 8CAlM 1/4"=1'-0" S3.1B PRE-ENGINEERED �1 VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-77"078 FAX: 407-774.4078 www.aabdasWVoup.com L AA N: 0003325 anon, sysa:v �e " SILVERADO LOT #9 BLK. # 12 1F%wJwTip 4 -0 2 mox"m 4EHB "2605- HAYDEN" OARAGS 8wnfM RIGHT PALM DETAILS %150 MPH EXP. B r 11/15/18M 1/4"=1'-0"r 3.1c SECOND FLOOR DECK PLAN SCALE: 1/4" " 1'-0" 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 92780 PH: 407-7748078 FAX: 407-7744078 www.ebdesigngroup.00m AA M: 0009925 enm� aUNDIV. a LOIA SILVERADO LOT #9 BLK. #12 �04128,001-09121 MODRU 4EHB "2605- HAYDEN" GARAGE await!: RIGHT PAGM SECOND FLOOR DECK PLAN 150 MPH EXP. B L ABM0 W70 D /18 OCALM 1/4"=I'-o" slim" S4 SECOND FLOOR DOWEL PLAN SCALE: V4" = V-0" �l N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesit8roup.00m AA S: 0003325 SILVERADO LOT #9 BLK. #12 PROJMT* 04128.002-09121 moan 4EHB "2605- HAYDEN" GARAOR 81FINM RIGHT I PAGM ECOND FLOOR DOWEL PLAN 150 MPH EXP. B FOU90 a ABOUCHACPA L AR NO 03723 DAT& 11/15/18 eCALM 1/4-=f-0" DIEM" s4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WW (9)10d x 1 1W HOG NAILS. SMALL JACKS < 9' MAY BE NAILED Wi (10)d x 1 1l2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 12" HOG 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177"' x 2 7/8" LONG, WITH WASHER Q 18" 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. HEADER SCHEDULE MARK pit � REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.OA = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�) IZE IV," REINFORCEMENT STIRRUPS REMARKS ­1 TM TOP MID SIZE SPACING BB1 MASONRY 3000 8.10 (1)R6 (1)e8 N/A GROUTED 90LID BB2 MASONRY 3000 axe 1)06 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS amF4M6S SAFE LOAD -POUNDS PER LINEAR FOOT 0 SAFPL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH " WSW M18 4Pnro ewe W"ma1Pm* ewe roan m v -m eum etPn m•ero sRHam TYPE LENGTH SIIB R:CMU TYPE LENGTH my rm 2MA1T 4PnB1 W-WIT elem WWII` ema rm4T ema m0aT 1a,r wou tN wmil 74P (42') PRECAST 2281 M 81% m mr mm sffi UM " (49 PRECAST I= imm im 3'4P (421 PRECAST ,M m mM 4M m am An m NIB I,n na !4 I= ,m qm mm rm 4314 m nm Trot r6• (48') PRECAST 16SS VIM SM m m Oro, Alt MW (b7 PPIiCAST 706 T63 ,308 44r (181 PRECAST ,M am m us 4m0 m m m 41I6 mn ?W W4 ,m „ms qm m m U% 400 m an PAEcwsr ,ao6 ,M nn mn m 4118 m m r41 tS49 PRECAST pt11 Sn 10q 4T R� PREYAST qw me am VIN 4M m, aA t,r 4m6 nn 11M m am,m an m Mms 4Ir ml m Bi' (dr) PREd1BT 121T as um I m m vm m m 64• on mmw 411 411 745 B-4' (64'1 PNCAST ,mB , 2ffi mm m 4ffi m m m ,ew ,me ,ne m m m M, 4M B-,0' (f0') PRECAST 1082 I= tin 1m, m 2BIs m 390 S-IW (MI PRECAST 346 330 ate ,r-m• (m) PRECAST M lake Ills nm m nm m m m 7m M up m m nr m 4m r4Y (Tr) PRECAST I6e me tm tmo tm, mm m M1 rr (►e'1 PRPrwEr 66T 721 410 ea ln'1 PRECAST M 1 ffi+ rm am are m m M ,N1 ,4m m m mn 37,! Te• (� PRECAST 7p Aq m m m T-r Rn FREOASf 424 334 363 r-c On POGW m tm mi its tw m Ben .w w im qM m mm 2m m v 4' (,1=1 PREOABT 94 M Ito ,ffi m m 2I,B m ws• rm PRECAST 32S 512 230 w•e (VIM PFWAET Bm 1p , m t,p >m ur qN tm4 m 4n M lots Ms 1M 22M m 1w4P (t2r1 PRWAffr 4N M M na m tTn m 2M IVW U2n PRECAST 294 4C1 180 1" (12r) PRECAST Bm os sq , mn M tam qm m Em M M 190 W2 ,Al m sm 114• 03" PRECAST m ffi mnm NN m nm 40M 114' (13lr) PRECAST 21D 462 ,64 ,T-4• (,3S") PRECAST 474 m, M ,om n 11m M M "s m m MEm M I m, low Immm2m 1M ,nB N I" (1449 PRECAST 837 BM ra tro4 qM 2M m m I" (,44•) pff" T 24 402 IV I" 04-n PRECAST 4A M A, M H lsm W m ifM M4 m m m 40 M sm VIM 1 mm 134' (,60') PRE0A6'T 280 m Roe l4m ,M Dq 134• (ion Pwcw 217 324 110 I" (I I PRECAST 4q M W Tm 4m I an m 1w im ,NB ,M m m 40 40 1m 110m M , nm 1410' (te9'► PRECAa 118 Nt IN qm an 2w/ m 1410• (iSS•) PRECAST 205 Mtoo 14%W (1S6') PRECAST m/ M Tm M 1m0 4q Ta iM m ten sto m 410 {r m a tM , , tlr 14d (176') PRE81 IL0. M Nt M M M 144• ('17S') PRESTR�IED NA 2N S1 1r-C (17S') PRESREBB� ffi fle 2M M OD M m7 90 ffi , m IN „n ,A4 ,M 7m am m2 no 2UT 27q ,B4• (1S1•► PR[iTgESB® NA M M W M M M 1ri• (1S4') PREEraPee® NA 23S ss 164• pM PRffilR� 2n m M ffi 4M Bq ! M 7'11 , M1 1 ,Bm 4q I" ,M wm m m 2Bq 1T-r wn PREBTREpBD NA M M M WR M M I?w om PMFrMW NA 194 04 me wn PR ,r tm ffi In 4m M m, TN M , tm tort mo 14A mt w M wl m sw ,q4• p329 PR53T NA M M M M M M M /04' Mn NB'IR NA 146 02 114' (432') PIIffiII� M ffi W 441 W. sw N7 tm 4m m 1Im m wo itq w 141 m ffi 4m tm mo M W 4,0 , M >m M S1'4' pffi) PRB7q NR M M M M M NR M 214• PM PRPV NA ,25 42 21W wn PRErmu ED 10 M M w 1114 I m ,4m 1e W ffi W 1W ffi ffi M m M nt to 4m M M M M tM m M W_W p "PRESIMM PL0. M M WR M M M 42.-0. .) PRESIRBIO® NA 118 10 22'4► Qn PR63T 1m 315 mP im 11W m woe W4r OW) PRE NA WR M NR M 24W` pM9 PR381RESm NR W 38 2R0" p6e'1 PRYTR 7m ,m /m ffi mT M 111 ffi 4OW 4q Mal M M IV M m M w N, m4 "a 1ffi (4) Tiff NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. • ALLVAWES TAKEN FROM WA LOAD TAMW BYCASTmm MAY=6 EDITION -PRECAST PRODUCIS BY OIMM TO MEET OR EXCiD VAIM STAT®MOVE • ALL PRECAST PROOIICTBARE 70 BE INSTALLED PER MANUFACTURESSPECOWAT10Pm "PROVIDE MBMIAII C OF SEARING PAST EACH SIDE OF W6100W OPENW PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C. P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE Y: 18-0128.03 ------------ —----------------- -------------- —.--------- ( ♦ I UN.O. PROVIDE BB2 WHERE ♦ ROOF TRUSSES BEAR, ,♦ TOP OF WALL EL IW-87 I �♦ i I I ♦♦ I 1 I 30. I I ♦ I j I I ♦♦ I ; LL--J ♦♦ 1 I 4* ♦♦ 1 � ♦� I 4* I I I 1 I _ i 1 1 1 1 q 1 1 1 1 1 8F18-iT/OMIDB ----------� 8F18-1T/0M/OB 8F16-lT/OM40B BF16-iT/OMMB oum OEM 128sm -`7 --}--------------------------- L-------------------------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" • • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.ebdeftigloup.com AA,P: 0003325 anon, aysDly e. LOT: SILVERADO LOT #9 BLK. #12 PllOJWT111 04128.002-09121 MOD>esl., 4EHB "2605- HAYDEN" GARAGZ awniot RIGHT PALM SECOND FLOOR LIFT BEAM %PLAN 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI(9)10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED WY (10)dx 1 12" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W 10d x 1 1/2" HDG NAILS, FILLALL 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'T. B. 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 PBS38, .177" " x 2 7/8" LONG, WITH WASHER (M18" 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 U-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 2x8 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC 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 FORALLTRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZEs BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X8 (3 XN5t) SYP. USP HTT4 W/5/B" DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT 2 PLY U M 0: 3113 2 PLY U:-1600 02500 2PLY 1A CJ1 U:-1143 � o: 21150 ROOF FRAMING PLAN SCALE: 114" = 1'•0" 3 2 PLY tk.-M 0: 3084 U:"BGD 02100 I PLY :1-060 0:2500 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-9078 W W WabdeaWWOUP.eom AA M: 0003325 anon, aQmmm. A6 LOTS SILVERADO LOT #9 BILK. #12 PROJWT - 1 4128.00 wommu 4EHEI "2605- HAYDEN" GARAGs NWIN 2 RIGHT PAGE ROOF FRAMING PLAN AND NOTES 150 MPH EXP. B DA11/15/18 eCAIM 1/4'=1'-0" simc 6'tC ►�J 6 W lfl ogale-END _AOOF WIND DESIGN M98SURES NET (GROSS) XSM-71,6- ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1PY COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WTH Sd RING SHANK GUN NAILS AT 4" O C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE Zx4 BLOCKING ALL PANEL JOINTS W IN 4' OF GABLE PNn i A• ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 2117 0.120E 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SWANK 2 12" 0.120E PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA)ESR-1539 EXTETBOR 13FEA7HRID USE 12" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS C 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 MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES W . LL Y Z U rn O O m Z • K ® � Y Z = 7 C7 f�0 Y . K S W N U N o TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END RAFTER ORTRU3S ROOF SHEATHING LAYOUT AND ENDWALL BRACING POR GABLE END FRAMING - Bd RING SHANK GUN NAILS M 8" O.C. INFIELD' \ "•- 8d RING SHANK GUN NAILS Q 17 O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12' O.OJLJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS OENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE auLL BE SIC. STRUCTURAL DRAWINGS SHALL BE USED IN COW UNCTION WTH JOB 8PEGFlCATIONS AND Wom. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETEE7W09®TO EARTHORWFATMBt NONBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPR ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL CRAVINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 5#1 EDITION gLLE�pg®EDGER OF CONCRETE ARE TO BE CNAAfFHt®STUN. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb =1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UDERALL SLPBBONGROUNDlI EREINDICATEDON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND DISC SPECIFICATIONS DRAWINGS. BEAMS LAPPED 61NCHE8 AND BFAL®WITHMIESIVETPPE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM All DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WOW CORROBORATE CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN AND FOOTINGS SWILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK, CONTAINS MORE THAN %, OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLWKM FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, M EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE HOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2' THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BULLING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHIORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWS. WELDED W RE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE AG WOOD TRUSSES. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUITED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0' OC, EACH WILY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONP.L DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038E AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 50 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SWOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METALPLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPIM/TCA BCS1 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 SUBJECT ENGINEER'S REVIEW COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALfLATECONRECTED 20 pef TOP CHORD+1wI-con-t A MIN LAPS SHALL BE A9 FOLLOWS: #4 BAR - 25" #8 BAR - W10 WOOD TRUSSES.TYP. pet STM CHORD non-oonwrrent #5 BAR - #7 BAR - PROVIDE 38'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAMREBAR, SEE DETAILS TRUSS MANUFACTURER W ILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REOLI RING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. 15 pO TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 psf W/ ASPHALT SHINGLES) (10 pot WY No GYPORETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 P#f STM CHORD 5 pef STM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST W NO UPLIFT: 1 Opef WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Pef RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL WIND DEAD LOAD SPEED =10 MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWINO 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 WTH 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 W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CON. TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWSE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING EXCAVATIONS SUB -GRADE SLAB SUBRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, CONCRETE SHALL ACHIEVE MMMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TEWt4CE SLAB. CONTRACTOR $HALL SUBMIT PROPOSED MIX DESIGNS VBTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUM' SHALL NOT EXCEED S 4 PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL OOWLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C84 OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM W1EN NITER IS ADDED TO THE MX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTE&. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES TIE CONCRETE $HILL NOT BE PLACED. IT $HALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBIRSHALL BE AS FOLLOVO A 3' FOR CONCRETE CAST AGAINST AND PERMAN@TRYB(POSED TO HARM (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH MAIORWEATFER 1-i/T FOR 05 AND SMALLER 2' FOR #6 AND LAMM D FOR CONCRETE NOT E1aOSEDTOWEATHBR SHIN FOR 9lPBS, WALLS AND J018T9 1-12' FOR BEAA1 AND COLUMN PRIMARY REINFORCEMENT, TIES STIRMAPS DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WTHOUT THE APPROVAL OF THE ENGINEER. 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 MASONRY' PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (AG 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TVCCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WTH ASTM C&0, GRADE fm - 1500 PSI, BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. W NO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF $000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "LISP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT, WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED LNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANC/OR VERTICAL REINFORCING, LAP VERTICAL REBAR B X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, NTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 38 kw FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SMALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JROLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AWLICAnON .1. TYPE -No RE-APPLICATION 81. TYPE BPAgI Ci REMgRNB t�Q Pi RIRRWO TO MASOHRYICOHL. LASE INRp@l®c_ ?LONG. SCC OM/GEDDIX2B.ICX i01M3D"tY/DUNG. SEE DETNL BEEOETM SEE DETNL SEE DETPY .0 FL. EIL1pWR9 LASEIaROEN®COL B°OK: WINDOWftIDOR/Pga1WED .-EDOOR SICK gEE DE- BEE OETNL SEE DETNL SEE DETAK 1. IT, SEE NOlEB -111/z•LONO. BTAGOHiED INTO MReONEY/DUNG. TO LMSJN2Y/WNC. wINOOWaA;K E IIOENMI a s•oF WINDOW+ -Pq . METgL3TPAPTO CONTACT THIS ENGINEER FOR SPACING 1r PT, SEENOTI, _1IRLONG. aTA... INTOMSNNRY/wNC MASONRY/GONG REQUIREMENTS EiT.9WW0 WOR N3)3118'dAO TAPOOlY 1PgC 12•EMB®,8'BO. PoNO VAOO /!" E%PgNBCN <•EMBEO.PflD ]YOC BlH:K 3r PT, 8ff NOtE3 WA511ER FASTNER OI19T.,112'EOGECIBI. -1TO KL TO CONIC. SlA9 WHt BOLT GIST.. 3•EIX3E 014r ]r PT WINDOW W 8.198•PAFr21,8" 8'qC NO. 018T.,112' PTT08TEEL NL.,9f WIY ..,, STgWHVED EEOOE08T. NOTES 1. S�TAP�LES 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 MANUFACTURERS SPECS AND/OR WA 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 SHAD BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE S. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR W TH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdes4piWoup.eom AA NR: 0009326 I b IN 'mummy a LOTS SILVERADO LOT #9 BLK. # 12 P1EOJ>OC T 4128 0 - 1 1 wo 4EHB "2605- HAYDEN" a AXAIGa 81FIN01 RIGHT AAG)Q: DETAILS 150 MPH EXP. B DR 4ig',jra�,� SmYIeW �Y z�zdi y �; ism so �