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HomeMy WebLinkAbout35542 Burma Reed Dr/ 99 9t828-4-EBB-CAL19 #OMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tal- (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DAT�,...2. CITY OF �MINERHI PLAN E • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .Ir<,p>iyp,► B11g=G C1OM gZMNXIIAL, M OR(=7) •AID, LOM M STATZ � *OCCUPANCY - RENDMAL, GROUP R3 :CONSTRUCTION TYPE - VB •M CDR FINISH - CLASS B -BASIC HIND SPEED - Vult=150 MPH Vaed=116 MPH '�SURE _ B •I-SIORY RESIDENCE RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV_ ABOVE A/C AIR CONDITIONING ADi. A°� HL CEENTERLLINE CAB. CABINET CLR CPT CARPET CPT CARPET C.T. CERAMIC D. DOUBR DBL. DOUBLE DUAL QLAZEU DIA. DIAMETER DISLP. DIS�POSAILL ON DP. DEEP DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION FR. EQUAL EXXY. EXTERIOR F.O./FX. FDMDGLASS F.Q. FUEL GAS F F� FLUOR. FLUORESCENT GDR F'OTINGHDooR GA. GAUGE GAR.DISP. GARBAGE DISPOSAL GF.I. G RU FAULT CIRCUIT TERPIIIt GL. GLASS GLASS GYP. BD. GYPSUM BOARD H.B. HOSEBIB H.C. HOLLOW CORE HDH HEADER HOT, OR HT HEIGHT INSUL. INSULATION B4T. INTERIOR LAV. LUM M.C. MEN � MITI. 0& R P.B. PH. PLY. PIL PR. P.T. RAD. RA.Q. REF. RM R.O. S.C. S.D. S.H. SHT. SFIHVVR . SIM. SL. Sin L. SwS TEMP TBK. T.O.C. T.O.S. T.O.S. TYP. U.N.O. V.P. W. W/ WD. WDW. W/H W.I. LAVATORY LUMINOUS � T hMM4UM@MAD "SUN ® HOLD METAL O TCTEOER PROPERTY ONLINE PUSHBUTTON PHONE PUTS PLYWOODD.Q. PABi•2-STORY PRESSURE TREATED ER RRADIIUS RETURN AM GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EST DR SMOKE DETECTOR SINGLE HUNG Sum SHEATHING SIMILAR SLIIHIm STA�NDAARD SHEAR WALL TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER BEATER WROUGHT IRON DATE DZSCRIIMON , DDWf IBBIED ARCHITECTURAL SHEET DESCRIPTION IpDATE PG Cl—COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN Dl—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA -WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA8—WALL ASSEMBLY DETAILS �,^B CDgRE CD M 02aM SIDNs ELEVAT00 ADDED 03n6to CDBRE-maw 04AVIS FOOTN NYMIONPERM.BOM p �DCWWLENFOOTERATGAR43EDEraL(FORTMYERS) PLANMANTRONCE r"1421mgOgpE. REVISED LWEL SIZE AT FRONT ENTRY DOORPG •STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 ADDED ADDITKNAL RECEPTACLE N GARAGE PER WLL BATSOI tPi WDR SQ.FT. CALC.'S WAGED HVAC VOLII'E8 OI GGFT CALC SCIEME (hELB) ADDED 'EXTERIOR MAIDDEEP FOOTEWDETAIL QMA(ORL) LIY s Ib20 �. GARAGE 430 80. FT. L�aNAI 6 a FT. TOTAL 2�62 80 FT' 064A9 ADDED LED LWTB a KITC1EN I INATN PER MARL BOMS oVM ADDED &?OE OPTION ELEVATION C, D (TAMPA) OMM ELEvATION'G' SIDNG-ADDED LOWER a GABLE ROOF WAS/g ADDED OPT. 6'-0' CEILING IEKa n MM REPLACE USP CONNECTORS IUTN OPMON CONNECTORS 04Ap140 REVISE ENKAv@NT RADON PLAN DS1ENBION6 04�0WO OPT. W-O' CLG. FIGT.- ADDED LED LK+HT IN FOYER 01/MW OPT W-0' CL.G. HGT ELEVATION V - REVISED VErmHT OF AR'HENY STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SlAA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3.1A-DETAILS PG S3.iB—DETAILS PG S3.iC—DETAILS PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAINING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. ( AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMA IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-774-4078 www.abdealgngroup.wm L AA a: 0003325 A �e U aysDlV as LV SILVERADO LOT #33 BLK #18 PLROJZCT# 04128.002-33181 MODEU 4EBB "1828-CALI" aAXtAGE 9WW0; RIGHT PAGE: COVER SHEET 150 MPH EXP. B i DA RDrr 08/09/20 8CALE 1/4"=1'-0" B*Emw C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 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. 5 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, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION 11302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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 R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN MNCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM DI557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 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, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER i. 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: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLAAm10 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 I%' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2, 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERWOS 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 FRUM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L. FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FNU:RESISTANTCON87MCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1l2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA 0: 0003325 A 1 y OF NMoll4 DUSDIV. lk LOT: SILVERADO LOT #33 BLK #18 PIIOJSCTW 04128.002-33181 UODZIA 4EBB "1828-CALI" GA tAGa aWWO: RIGHT PACE: GENERAL NOTES %150 MPH EXP. B DATE: 06/09/20 aCAL C: 1 /4"=1'-0" GN 3W-A' oio oJOello o : � oIEEEEE�Eao'JEEEIIEEEEE',o oppe�o I 11 � m a � i 20 mm IoleeeeEl',o — - o,Jdo 11 mm mm p FA o _ \\ \ mm `M . p mm m . r �, / i� _ Ali . �:II'll i '. o im L�_ �_r_aivi■ i Emla SOLLARD AS RIEQ, - CME QaAGEo BJI'// I TRANS.n ilia = olleeeeello o'Ie�eel;o cl� oiieeElol i o'leelo I - I -* q lee�ee��e�eei a..urs��a►�� SQ.FT. CALC. S LIVING IA28 86L FT. GARAGE 430 60. FT. ENTRY 16 SQ. FT. LANAI 8& &Q. FT. TOTAL 2.362 SQ n. OOlraert aND aao011o wlo LoaNx east IIIID 17a'061aE FOB a s900110 O1a118 �� E IOIE SIR11MDMMPA M MK WINDOW 10 5 24/-33 CRITERIA EXTERIOR bi 18 5 24/-31 DR. MIN. CRITERIA Si MIN. 41 5 23/-29 CRITERIA 160100140. 112 5 20A/-22.1 BASIC RIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMMON150MM 15L. TOP PLATE 0 in BAR DETAIL A ARCH DTL. (,)ARCH V1 " I'-0' FLOOR PLAN SCALE: 1/4' " I'-V' NOTE. -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENU9 AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR& NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS, NOT LESS THAN 131W (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-7748078 FAX- 407-7744078 www.abdoWgngroup.com AA a+: 0003326 A t 6 C 5 � BVHDIV. as w SILVERADO LOT #33 BLK #18 PROJECT 04128.001-33181 MODEIt 4EBBT "1828-C A' I" GARAGE OVaNG: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B Al rppmm 06/09/20 SCALE: 1/4"=1'—O" 811•IEET Al s I SHINGLE ROOF Ib'X60' FTrON DECORATIVE SHUTTERS OR 4B EQUIVALENT 4' RAISED BAND (TYR) 0 -0 FIeo'-' T 8'-S' BRCS. HG 0'-0' FIN. FLR, 1'-0. FYPON LV12X24 OR EQUIVALENT >,A LAP SIDINGAS SPECIFIED ITYPJ4' FRIEZE BAND (TYP.) b' TRIM BOARD (TTP.) 1 FRONT ELEVATION SCALE. 1/4 • I'-D' TEXTURED MOW NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT OPT.COACH LIGHT 0'-O' FN. OFF RIDGE VENT OFF RIDGE VENT AREA OF ATTIC 3364 SO, FT. NET FREE VENTILATION AREA REQUIRED = :/300 REQUIRED VENT LATION AREA = 2364/30D 7M VETI IATION AREA X SO, INCHES PER FT. 1144) 1134.72 SO, IN. MIN. REQUIRED VENTILATION .Sx 113IL72 IN UPPER PORTION OF ATTIC - 56736 SO, IN. OFF RIDGE VENTILATION AREA 215 SO, IN. FERVENT 567.36 /115 TOTAL IF OF VENTS REQUIRED • 493357 TOTAL Y OF VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIMETER OF THE HOUSE, LESS THE OVERHANG IXTERN7ROF WAILTO 01TERIOROF WALL NO OVERHANGS INCLUDED AN TLWA OA REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH ■ 11-0. v N ,00'-O' FIN. FLR RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF R�NT OFF RIDGE VENT ,oS'-S' BRG. HGT. ■ Y i- N 0'-0' FIN. FLR LEFT ELEVATION SCALE. 1/4 • I'-C' TEXTURED FINISH -0' FIN. FLR. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003326 Pi OA REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH ■ 11-0. v N ,00'-O' FIN. FLR RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF R�NT OFF RIDGE VENT ,oS'-S' BRG. HGT. ■ Y i- N 0'-0' FIN. FLR LEFT ELEVATION SCALE. 1/4 • I'-C' TEXTURED FINISH -0' FIN. FLR. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003326 Pi �Nil 6 I1p UDDIV.SILVERADO LOT #33 BLK #18 ItOJECTEf 04128.002-33181 HODELc 4EBB "1828-CALIi1 GARAGE 01TWO: RIGHT PAGE: ELEVATION "C" 150 MPH E B pan" DATM. 06/09/201 BCALE: 1/4"-I1'-0" BIiEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e IMV OrtI ET SO AP GONE• TOLE IIOv OUTLET IIOv OUTLET Q1nIN7 T O SW nTCwCH dPI SOv OUTLET E� WREOD FOUL MUWWM (TAMPER NSMA r TIPS) "dPV OUTLET (4) ws OWSC7bN � NMI W WATEMPO F OUTLET GROW PALr NRREIPIR! SWITCH SWRCH !-HAT OFIM SNITCH 4-WAY Or"t ..10 mut.L MowtSD �f LpM CEILN% LIGHT © LED CAA LIGHT LSO VAPOR ©vp PROOF LW4r Op Vp VAMM"WM LWW OFINCE" D CAN V4Rrn. PAN I aM FM Sa FT. VEAT.FAN WYLtl4R I —FM-- V FDf1U! (eFec's TID Srr WRAP ® AL ANA qA'D ANO ) 2-&AJSWRM L r nvTJ }� 7' FLIIOIlSCQAT 4' FlNo1M •g-��• 4' TTIIACK LIGHT 0 PANEL DIETER O SD. NKmm OETECTO! SMTTOAa41V SE.tlSEOSd r 1 1 � 1 WALL P10"M SMaa DETECTO! OAMCAGEY• WL,NAEad ®Nnnaeo�eaeTao 8/CO onECTgt COrO SHALL N A ORTANCTI OP NOT LB" THEN 4- PrCANT LIGHT MATWRAL GM Te1ARPHLIN BACK NATM 1RATM TD 0E B.,,AIm DRCO.rOT Ro M AM ON Two fimow TELEVISION BACK L.N /DIN O J-SOc TO N SU'I.ORTED N AOcopcwo CE We am MAPOW AS N24 FOR CELINS PANW&ff ACAOCOIO YV IOX MANGO AS MICN PON nnnn 24• NGICNCOR LIGHT sTRP cnnD L' NCAADEaNSAr LOW MRP nnno 41V MCADR COAT Lkm4T STRT• FLOOD LIaHr KT• •. Hn 4QaYTf•ADaw • Pm PUSH-SIITTO4 Panow" US/ PORT • LOCATION OF TV JACM A RNOP! OUTLETS 4 FANS TO OE YM04W . HONECWN10t FW-O"TAIGTION mETMd. • ALL / A 20 AMP ORAMCM CIRCUITS TO M ARC FAULT PRDTEGIED PM ELCCrNCAL RWYMONS OP W= iTH EDITION [2aT) A N!G 410E 20LL mITION. • 20 AMP DEDICATED LAUNDRY CRCM. • dK . ISLAND (NOT ON KITCMEN CRRWIT) • DWEMA4 8HM DISC40M*= TO ISE LOCKOUT N PANEL • BATHROOM E)044W FAN TO NAVE NSN CAPACTT OP SO aM INTomrmw PER ELECTRICAL PROVISION OP SECTION MOMS aRCO iTu mrcla.A (20M) • LAI►DRY ROOM REQ2RAQE ENIALL IE aRarD FAULT CIRCUIT-SITEREIFIER PROTECTION FOR FEMONOL ON PlEDEIo • UIRSNO METHOD SHALL IE NON METALLIC CABLE FAR ELECTRICAL PROVINONS OF PEKE iTH.m t20M2 • ALL IIIOW TO COMPLY WITH ELECTRICAL PRONNOM OF THE AGS ilH m Waif • ALL L1FMi SNLLL 11/1 SY EHILDEO AND T.i o LlawrNa F`r eE eaawiY EFRaENr TYPE Fa I AN CE IL MTD. LICTHT WIRED LIVING ROOM TO BE INSTALLED, I CLG PAN 7 OWNER'S PROVIDE I `J PRE -WILD` '+ J-BOX FOR I \ CLG FAN OPT. FAN I Vt ! J r C. 7 NOE PRE -WILD :DINING IcI G PAN ITCI4IN'—._-- -- L' CABINETWGF— / -- — — /—�— � I / I 0. I L° GFI L _ _ _ — — L GPI I - I I \ SMJC DILI I OUTLET KITCHE - ---" \ FOR DW LAUN—RIE PAL \ RAWvE 1 GPI O GFI / \ \ ----y' BDRbI. DENY�4/ �-- HOOD WIRE W/ RIOUTURE MICA PRE -WIRED BDRM•�� .� 1 I I CLG FAN �\ 1 I \RAM PRE -WIRED \\ I I I IC/\1 _ `I CLG FAN I s� f 44 OFF. O CP OR 'AGE \ r-----i uIH DOoR \ — I `/f DOLLARD AS REa LWALL MOUNTED PER BLOC. I I I \ LIGHT W/BWITCH M CODE BATH i12 ® I \ ATTIC rn I KEYLESS OUTLET BDRM, j FIXTURE FIELD �ny�& ILVERIFY IRRIGATION Lam' OUTLET • 48' Ar-P \1 Sam GPI PRE -WIRED CLG FAN I •% \ ICJ Il'A — — `----------------------- ELECTRICAL PLAN SCALE, V4' • I'-C' OPPT. COACH LIGHT ®omr�s.�Rmo ol�€r�mm� i®O�Q"'5�00 SJ• ®a©�.e�mm mm�mal® ®om0m m ®omlmm mom�om m®�ma® o®�am_oa® 4®MICE©I>*�0© iS�1S1.a E41Sa E'L��.E)w �>•N1N®m SEwO �1v4aPNE® SE�.o® mmm��aEra �N��E3��SEfa o©�mis® mS��ml2� aa��aaaN6�NaNalSa� NNaaaOa�E�NN�lis a©a�E'L���aaaaa� E:N �C'S�S�S�� ES�S��E�S�liE Sla �ev�SSSaS�S� Ems• �r--ir;�---� 0 I L I - 1 a I I^ L I I LED LIGHTING --- @ SINGLE LAV. • LED LIGHTING BATH w2 @ DOUBLE LAV. OWNER'S BATH 150 AMP ELECTRICAL RISER NOT TO Gel" 6194MAL NOTES• A SLECTM" MATERA&A AND WALLATICN& SMALL COSRY WITH ELECTRICAL PROVISIONS OP THE F.EGE.t1M @1SIQtl1NOd L OO ESP. MD ALL LOCAL OIMFREQUIREPOK Ca.rWr I. ALL CONDUCTORS SMALL N TYPE TMNRHiN ULESE NOTED OfllIWW PROVIDE M AMP, UM40 VOLT, I MASS NCO PAPM SLECTPNCAL SERVCE. FROVDE A 1 COPPER tCW N I_VJ" OIA SCIDLLE SO PVC COOW OR PROVIDE S IM ALU'INM (AL) N 2" OIA SC IM U.E SO PVC COOW ULESS owto E R PROVIDED /T THE ELECTMC 021FANT. COORDINATE WITH THE ELECTWO COMPANY PRIOR TO MID. P M THM • Pi CU N 2- OMMY OR S K CU N 2' CCCIWT. COMEINATRON SERVICE 1IIe ANP SERVICE DRCOINECT SWTCN ANDUM40 VT2LT e RC N'I P OI ELlCir N KIVU M ENCLOONS S PANEL TSLRIIam $WRY= CABLE TR,{YRICN YSNIRANCE SEIIWIO'E ENTROCE EGIa1�4r sa•1s4r NTMSriIAT IONDWSi . LOW OLTA O VOLTAa• COlECTION 1 N CU SERVICE amm CGIolc= To CONCIUM SNCAND FOOIM MEL FM BLECTRICAL FWAGIONG OF THE PECK &tM M" DIA % i FT LONG COPPER CLAD GRWC ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7744078 FAX 407-774-4078 www.abdesigngroup.com AA 8: 0003326 URI I TT BUDDIV. so LOT% SILVERADO LOT #33 BLK #18 PROJECT# 04128.002-33181 MODEL: 4EBB "1828—CALI" GARAGE SlRDTG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. AJ DA mT 06/09/20 SCALE: 1/4"=1'-0" S E1 I I I I I r I I I — ol ILp-- --- ---- ----------------- I A v I I - I � I --- ' LL "S I n e I II N I II I I II I II II __ II n 2' VTRy KITCHENVrR �` 1/2,sINK w/ -----� '. AUTO VENT o 1 11112/ I • yam( i EEC)]] I iR� 1�2.1� 1/2• 2 / I 1/2'V t I TUD 1 I 3• 1 LAV 1 I II 2 LAv 2• 1 ;D I 3' WC 3 3 I I 3• 3 I1/2 SHWR 2, — — — — — WASHER m 2 4 i- CO 4 I TO El MAIN ft= ------------------- - PLUMBING RISER DIAGRAM I PLUMBING PLAN SCALE, 1/4 . I'-V d N. RONALD REAGAN INLONGWOOD,FL32750 PH: 407-77448078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 t. K lsRojzcT# uBDIR ae LOT SILVERADO LOT #33 BLK #18 04128.002-33181 MODEU 4EBB "1828-CALI" GARAGE BIMM: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER RIC 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET. OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO MC 6TH EDITION (2011) MECHANICAL CODE 6031 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. a. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK. — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA86-THRU AIR GRILL NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE PPE. ELEVATION. r/L 6. \\ / ALL HVAC TO HAVE PROPER 12X8 — — — — PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER — — — — — — — — — — — — — — — — — — — — 14X14 0X6� W/ (2)-3/I6'x2' TAPCONS UNIT N WE, ROLL STRAP 4' >ATTIC OR EO OR EQUAL I I ` 4' 0. CEILING EXTERIOR WALL -I--- -------- -� BATH 7� i PLENUM T y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) °aXI 1/4' SHT. MTL. SCREWS ii ° ° 14' — — — — — — SUCTION AND LIQUID.iaTcHE� AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT - ---� -- ---- AIRHANDLER y CONNECTION TO PAD LAUN A"'', - I EXTERIOR WALL ---- I y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN CON . DRAIN 3/4' DIA. O OVER HEAD • I2' FROM STRUCTURE — — - — — — i0 EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB O ---- BDRM. #�4/ T REFRIGERANT LINES TO m O PLATFORM RETURN CONDENSING WIT 4' DRYER 10X6 TRAP DRAIN LINE AND TERMINATE V.TR IN AN APROVED DRAIN, AS PER Y — POOR 6TH EDITION (2011) MECHANICAL BLOC. CODE I SECTION 3012A HVAC DRAINS J' IVX6 6' 4' L — — O ° SGORIATED NICKEL BRON2E FL. PL. FIN. FLOOR OR WALL COUNTERSUNK GA. PLUG r o � 14X6 1, I gg�0 I I CPM 8X4 I � H j �-----� 6' ,�1 {I &X4 1�/h SEE SPEC. I GARAGE BRASS PLUG —"�-- FITTING OR EXTENSION TO BOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.VC OPTI/SPEC vFL00R SLAB CLEAN -OUT (TYPN4 FIN. GRADE OR PAVING r-e•xa• coNc. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE: 1/4 - P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.7744i078 FAX 407-774 4078 www.abdeslgngroup.com AA N: 0003325 at p 6 q. y KK I Lill sUDDIV. Ie LOT: SILVERADO LOT #33 BLK #18 Pft0JSCT# 04128.002-33181 MODEL• 4EBB "1828-CALI" GARAGE SWMC: RIGHT PAGE: MECHANICAL PLAN %150 MPH E . B DATE:08/09/20 DCALS: 1/4"=1'-0" eIiEET IL M1 .00 IF 2X4 TOP PLATE Y PRE-FAB TRUSS 1/2. CLG. BOARD VY DRYWALL SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • "'Or - MAX ' 0'-0' PIN. PLR STUDS 024' O.C. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN ib' O.C. OR, NOT LESS THAN 2x6, WHEN SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL (NON— BRG. ) p1 SCALE, 3/4'•I'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON J' O.S.B. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLRj BIG, GYPSUM d OR 1/2' HK+H STRENGTH CLG. BOARD S' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM pj 51-ALE:3/4'.I'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. a' cm 1/2' GYP. ILL. BD. - WOOD BASE — a' a. 4 n W/ WINDOW OPENING n FIBEMLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWblI ON I}' OAS. 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 B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (-2)-AEYERIUNDERLASYMENT SYSTEM D1 SCALE, a/4'.I'-®' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 49169 TYPE IV, OR ASTM D 6151 I AD MIL pmem LWa 2B GAS LINE THRU BLACK N •T4 FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.0 ON l' O.SE. SHEATHING OR Ij- CDX PLYWOOD SECURED PER FASTENER SCHEDULE I,_0. TYP. MTL. DRIP EDGE 0++. 2x FASCIA PER ELEVATIONS VENTED SOFFIT Y; // PRE -ENO. GABLE TRU88� WEEP BGREED 2x P.T. SECURED PER STRUCTURAL DETAILS ve' TWCK W COAT - roRTL.vD cmisw PLA&MR AWLIm 0111mmY TO MAIOMf WOOD JAM Rat rtccucT ARltOVAL ten F"Tsmw TO TRAGC SRAcKm w r actw ATCVAW. ten s GARAGE DOOR JAMBS D1 SCALE:11/2'.I'-TD' i-2X4 SPP 24' OZ. h SECURE W/ (2) 12d r • EA END 2x BLOCKING BETWEEN —PER STRUCTURAL DI STIFFISACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT.'2x RAT RUN SECURED PERJ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J,PER ELEVATION BID' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24. O.C. 1/2' THICK 2 COAT-✓ 1/2, GYP. WL. ED.- PORTLAND CEMENT WOOD BASE — PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR d e a' cm jA n W/ WINDOW OPENING 11�1� R SKAO m O TO RLL PWWe U. pea lioD FIBERGLASS SHINGLES OVER A30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908J.1 ON J' O.SD. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \_PRE -ENO. GABLE TRUSS \—WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS 112' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CNN 0'-0' FIN. FLR c. . B-- T�LL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 $CALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.eom AA s: 0003325 J a w :? a 4A to g C BVIMM ae LJOTil SILVERADO LOT ##33 BLK ##18 P1tOJWT 04128.001-33181 MODEL: 4EBB "1828—CALI" GARAGE BVnNO: RIGHT PAGE: DETAILS 150 MPH EXP. B im 2XS P.T. • ClNTER OF DOOR HEADER SECIII4ED W/ (1)112' X S' J-BOLT W/ 4' MK EMBEDNSINT W/ 2' X 2' X VS' WASHER 4 MIT OR UV (2) V2' X S' ANCHOI! DOLTS W/ 4' MIK NIMCt-ENT UV 2' X V X VS' uaasR 4 NWT- 7��■�Lil�■lw[L'-7' ®I UV HASONRY NAILS. ®I X2'X W/4'HW 4KIT. T/Y X 7' X I/S' UTASIRR 4 KIT. [U WITHIN S' Q TOP. (1) WTHN S' OF THE D7M. l31 EVENLY SPACED. m NOTES. ALL ANCHORS SHALL DE IN ACCORDANCE TO H~AGTURERS INSTALLATION NSTRUOTIONS WHERE SUCH NSTR=10411 APO MORE 6flN4GWT GARAGE DOOR BUCK ATTACHMENT 4GAN. w'.,- 8' CMAJ rl-V DRYWALL I,4' OR I'X2' P.T. NAILER N4 P.T. OR %*X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK QW/ %* TAPC0NO Tf(MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING DOOR CASING DOORJAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3/4 OR +5/4 MEN TO BLACK +3/ OR +5/4 " SCALE: N.T.B. 2X4,m SECURE TO BLOCK W/ i(4 TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHN 8' OF EACH END 4 16' O.G. MAX SPACING. 2X6,m SECURE TO BL W/2-%' TAPCONB(MK BANK SIZE 145 MIN. HEAD SIZd)*O MIN. EMBEDMENT I Y4 )WITHIN8' OF EACH END 4 18' OJ:. MAX SPACING. y1.2X8,m2I'XSE�STO BLOCK WR-)lis'/MIN. BHANC812EMIN. HEAD SIZE MAV. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 CM DRYWALL 4' OR VX2' P.T. NAILER OOR CASING DOOR JAMB OR WINDOW TO 2X PER ACTURES DETAILS. 18O.G. MAX SPACNG. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED49 DOOR JAMB TO BLACK +1-1 2' i�ny1�1��.��111NDOA TO BLOCK+1-1 "�BCALE, KTA 2X4m SECURE TO BLOCK W/ Il(4 TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' OC MAX SPACING MUST BE OJ OUTSIDE 4 2X"m SECURED THROUGH SECURE TO BLOCK W/2-Va* NON.STRUCTURAL Il(r' TAPCONS TAPCON MAN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE CI„� MIN. EMBEDMENT IY4) •DRYWALL WITHIN 8. OF EACH END 4 18' O.C. MAX &PACING. ❑ VX4' OR 1'X2' P.T. NAILER 2X&m SEA BLOCK W/U-%- 36' O9J5. X 4' MIN. (MIN. SHANK SIZE J45 DOOR CASING MIN. HB HEAD SIZE 300 DOOR JAMOR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF 4 EACH END MANUFACTURES DETAILS. 16' O.C. MAX SPACING. NOTE, 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +1-15/U�' in1 71LNDOlI TO BLACK +1-15/ 8 " SCALE, RTA. 2X4,m SECURE TO BLOCK W/ TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 16' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL 11(4 TAF'CONS TAPCON MIN. IY4 (MIN. SWANK SIZE Job EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) e• GMU WITHIN 8' OF EACH END 4 K• DRYWALL 18' OrC. MAX SPACING. I'X4' OR I'X2' P.T. NAILER SECUR2XScmE BLOCK W/2-' OOR CASING 80 (MIN. SHANK SIZE .WS MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IW Or-, MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4) DOONDAMB ir\1 N m TO HLOCKK+2z1144" " SCALE. N.T.B. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/U-,,,NON NON-STRUCTURAL V MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y�) • DRYWALL WITHIN8. OF EACH END 4 18' O.C. MAX SPACING. El X4' OR VX7' P.T. NAILER 2XB4 SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IB' O.C. MAX SPAGMG. MANUFACTURES DETAILS. N114 UM.YN W-M1I "*fco—m aww) DOOR JAMB TO BLOCK +3" E\,V5CALE, N.T . 2X4a SECURE TO BLOCK W/ )W TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 340 MIN. EMBEDMENT OW) WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACWN MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W046' NON-STRUCTURAL TJ(4 TAPCONB(MM. SHANK SIZE TAPCON MIN. I Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y') WITHIN 8' OF EACH END 4 8' CN'A1 18' O.C. MAX SPACING. Y1' DRYWALL 2XS-m 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-V 2X SECURE TO TAPCONB(MIN. &HANK SIZE STRUCTURAL MEMBER J45 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Yi ) CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IS'Or- MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ),) DOOR JAMB TO BLACK +3" TO BLOCK +3" F SCALE, N.T . 2X4s SECURE TO BLOCK WNi TAPCONS(MM. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2Xbm NON-STRUCTURAL V6' SECURE TO BLOCK WA-1/4' TAPCON MIN. IY4 TAPC0WMIK SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 18' Or- MAX SPACING X4' OR i'X2' P.T. NAILER 2XS4mo ❑ SECURE TO BLOCK WA-I/4' %' OAJ5. X 4' MIN. TAP (MIN. SHANK 812E .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WT14IN 8. OF EACH END 4 ATTACH TO 2X PER 18' OL. MAX SPACNG. MANUFACTURES DETAILS. N„4 M1 Y Nip 10 FlYf 1Yf (OO ,tl1 pC07R'J DOOR JAMB TO BLOCK +3,7/18" G 11DID011 BLOCK +3-7 18' E, N.T .TO 2X4m SECURE TO BLOCK W14 TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' EACH END 4 STRUCTURAL 2X O,G. MAX X SPACING. MUST BE ON OUTSIDE 4 2XIS, bm SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL W6'TAPCON MIN. 144 (MIN. SHANK SIZE .145 EMBEDMENT EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MAN. EMBEDMENT I Y49 e' CFIU WITHIN 8' OF EACH END 4 )j' DRYWALL I8' O.G MAX SPACING. VX4' OR I'X2' P.T. NAILER 2X8sm SECURE TO BLOCK W/1-1/4' rV P.T. X 4' MIN. tAPCONB CASING(MIN. SHANK 812E J454 MIN. HEAD SIZE 300MIN. EMBEDMENT 1 V)rp: DOW NDOW JAMB WIN WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4 ) DOOR JAMB TO BLOCK +3 3/4" 7/ M + 3/4 " H 8C E, RT . 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-8078 FAK 407-774-4078 www.abdosigngroup.com L AA S: 0003325 UsUBDM k LOT: SILVERADO LOT #33 BLK #18 PLROJECT 04128.00 —33181 MODEL i 4EBB "1828-CALI" GARAGE 8WMG: RIGHT PAGE: DETAILS 150 MPH E . B 0 mmmm PRD" -I DATIM 06/09/20 DCALE: 1/4"=1'-O" >sliL'ET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUM COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10442A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1065S.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15353.1 MI WINDOWS& DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 FL 25076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 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 12/31/2020 FL 70D6.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W WW.FLORI DABUILDING.ORG CONTROL DATE: 06/05/2020 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngfoup.com L AA M: 0003325 J 6 lbL. 3 OEM. arc LOT. SILVERADO LOT #33 BLK #18 PROJIBCT 04128.001-33 81 MOD=- 4EBB "1828-CALI" 0ARA0Z OWMG: RIGHT PACK: PRODUCT APPROVAL LISTING 150 MPH EXP. B U!:'j D � 06/09/20 aCAL C* 1/4"=1'-0" az�J�r D3 rm APPROVED BUILDRNS WRAP PREFORMED CONTROL JOINT PLANSE OP CONTROL JONT6 Td BE DROP TIED TO LATH • V O.C. MAX (VM.1 NOTE, DO NOT FASTEN CONTROL JOINT TO CALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES WV 6EN31�E COMAY N LBE LJJONTO TEMP. DURINS INSTALLATION PAOTEINEIM TO BE SPACED • 1' Or_ MAX VERTICALLY i- i' TMICIG 3 COAT CEMENT \ PLASTER \ WRB LAYER n. POWFIBER BUILDINS PAPER APPROVED FETAL LATH PASTEIED .1, (VERTJ O,o. MAX AT SUPPORTS WIN LATER 1, STUCCO WRAP W20D SHEATMMS \ LATH SHALL NOT 6 M BE CONTINUOUS v ro a• .• ro r TFIIROIKri CONTROL \ JOINTS BUT GRALL IN STOPPED AND TIED AT EACM SIDE. PRONOE 2X4 BLOCKING PER ASTM C4"3 1JO14 PLACED RAT MAX. ►' TO S' NOTE\ FROM COHTIROL JOINT WR41H CONTROL JOINT FALLS ON 6TRUCTURN. STUD L FASTENERS FOR LATH TO Ix "La OR 6TAR.ES IN COMPLIANCE WV ASTM CW63 r 2. WERE TIES TO BE (NO. W 0041S' WERE 3. WN BLOCKING BROMAY BE INADDIT \ TO W)ALI. STDS 11014i3RED PER PLAN FA km��� . ......... M 11 11 •Z11111111ZI-93mkollUm V OL Pq.D NY1Y0 • Pr. A OL PIW.D INIMM . PI. A z ewur . Pr. s L CIl/N a Pf. C OL POLp NYMO . Pr. A 7. C#AIE • FL a POW ..r ® LPOLD ---A P. a,w • Pr. a 4. POLO Pr. OOV3R Pr. a TILL Ff.0 TOYCIOI Ra r 0 .orra•t UAL. Pow. OQ Ism CIn. UM LATER 7, FORTFIBER BULOM PARR nqwu OLT, SMALL BE LAPPED A M1NrW OP 4'w4' SELP-ADMERM MEMBRANE 1 6' • VERTICAL LAPS (ROLL PL.ASMMS (COMPATIBLE W/ MOUSE 7\ ENDS) 4 6' • HORIZONTAL LAP& WRAP MATERIAL) OVER ALL SEAMS NEED TO EE! TAPED LATH VERTICAL LAP TO DE 1' APPROVEp MOUSE WRAR WT14 FOR711MM SHEATHING TAPE PLA WNQ TO EXIM40 ONTO PIPE '. \ 1. OR LESS PIPE / \ PENETRATION PMN LAP. METAL LAT. \\ ¢C X X X I X X — — — — CUT AND OVERLAP ONE INDS OF / METAL {.ATM "LP-ADFERMEF®IRAlE —J FLA6NM6 c 01 On LA WRAP I J' 11 COAT CEMENT STEP 6TU • nN P aar FETAL LATH WLAYER -2, POIFTPIDER / I UM LAYER -2. FOR 161111R RD BWLDSIG PAPER R PULON6 PAR RM LAYER 1, \ / I STUCCO WRAP INSTALL FASTENERS (CLIPS, r UDOD SM[ATMM6 STRAPS, STAPLES) AS PWAXNRED TO SECIPRE PIPE/ WERE TO FRAMING 2 SCALE.IVP'T-0' ® KIC KO UT DETAIL bkGm SIDE LAPS OF FETAL PLASTER BASES SMALL EN "CURED TO THEY SMALL BE TIED BETWEEN SUPPORTS URH 60415•SL (121-FM) WERE AT INTERVALS NOT MORE TMANN a' (22%-mx AS PER A67M C1063 lAt "REPAIR OP TEAIM IN WPM LAYERS, TEARS MAY BE PATCHED NR40UN WRAP TAPE PER MA IF. SPEC_ OR PEEL 4 STICK SHMATMINS 6TUCCO • LAI. • PAPER WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) f THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING L (NAIL TO ROOF DECK, NOT WALL SHEATHING) r+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF a laex-BIER 11.ANaNt (UE 1,aL "IDUAL, Willa TOMT UAL (000 ON 60LOW 242aw-M rWMHo� 6o=co now ALL N,Mr•F.Tlpi ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 6 4• 6S6' OW-AD14ERN6 MEMBRANE PLASMN6 (COMPATIBLE 0 WOU" WRAP MATERIAL) OVER 45L4' OW -AP E!RN6 MWOR.ANE PLASWNG OVER APPROVED MOM WRAP. PLAGWM TO EXTEND ONTO PIPE ��p CUT AND oymAp ONE SIDE NO IEa STEP 02 RASWM RFIORME �� Wtd LAYER 9, FORrFmER BULOM PAPER METAL LATH 676' SELF-ADHERINS MEMBRANE PLA 44MG OVER 45W SELF•ADMERIM MEMBRANE FLAS14Md OVER APPROVED 41OU" WRAP! RA6MNS 1D E)(12O ONTO PEE 4'x4' 6ELF•ADMERMS MEP®RANE PLASWMS OVER APPROVED NOL" WRAP. ®.AM.BN3 TO CXTlIID ONTO PIPE 'A' CONT. BEAD OF SEALANT INSTALL APPROVED MOUSEWRAP AIR !FILTRATION BARRIER OVER ELASTOMERIC COATINS OVER 6TUCCO/ C.V. FMI•FI (SEE TYP WI4LL SECTION) SECTION PER SECTION 11703,7 OIIe110f IIRIRIE Illd PI00111110 Exterbr— 01 "md cement pester Map oo'"y will 6» aWiW al ragL,_Its of ASTM C 928-12A Inetetleaon of ssimior tetllkV and f an*V Melt 2M won ASTM C 1063-12A. LEGEND DRAINAGE PLANE (WRO LAYER 01, 8TUCCO WRAP) WRB LAYER 02 (FORTIFIBER-•-.-.- - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO L. * ' II A ,//////////// SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-841-09, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-774407E www.abdosigngroupmm AA •: 0003325 6 y 4 V 8%MD1V. ell LOT SILVERADO LOT #33 BLK #18 1pIm0jzcT# 04128.002-33181 MODEIA 4EBB "1828-CALI" GARAGE 191MMO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 JLPH EXP. B DA=: 06/09/20 SCAT B'' 1/4"=1'-0" 1l8EET WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEhIORN•R FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECIUENCE OF FLASHNG TO BE, I. BOTTOM. 2. SIDES. 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERMETER OF NON-MOVADLEFRAME AND STUCCO ON ALL�SID+DES, A CAULKING • JOINT ALLPER SECTION R703.7 Ext ft lafhlna and Dlaatsrtry Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063.12A. GARB LAYER 9, STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER 15UILDM PAPER WOOD SHEATHING DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WR5 LAYER 62 (FORTIFI5ER - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.I / ASTM C-841-OS, MIN. 2.5 L58. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH &' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANIF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE. N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL MO$ TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER sl, STUCCO WRAP WOOD SHEATHIP APPROVED HOUSEWRAP ELEC. METER FIELD BELOW VERIFY LOCATION GUT SUCH TWAMEMBRANE NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FAI EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLE- E-Z BEAC OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING GARB LAYER -1, STUCCO WRAP UARB LAYER 4, FORTRFIBER BUILDING PAPER METAL LATH PAOTEN TO WOOD 61 M C1URAL MEMBER - T' = MAX x TO it nID•WA. , WEEP 9aREED 6' WIDE STRIP SELF ADWAVE FLASHING, CLEAN MASONRY 5101011111 APPLYNG ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' 11I LAYER 01, STUCCO WRAP CUT 'X' INTO BE Y MEMBRANE FLA8HfNG APPLY SELF-AD14ERNG MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP *1 STEP #2 URZLAYER N, STUCCO STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP *3 ® ItMEMIBRANE FLASHING I UIM LAYER 02, FORTIFOER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP 06 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746076 FAX: 407-7744078 www.abdasigngroup.com AA #E: 0003325 o S SiiJPJDIV. 4Ta LOT SILVERADO LOT #33 BLK #18 PROJMT# 04128.002-33181 IMODEL: 4EBB "1828-CALI" GARAGE 91nNO: RIGHT 1PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO •' • n /////MMed -ADHESI 2 1/21/2' k CORNER BEAD (FASTENER 4 SPACM • 71' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77448078 FAX 407-7744078 www.abdeslgngroup.com AA 0: 0003325 V S aysanr ee LOT: SILVERADO LOT ##33 BLK ##18 PRO"=T# 04128.002-33181 HODEIc 4EBB "1828-CAU" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 . B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD aw"TNNG D A ON �610TIVE t—1 �AIUBT ERP"GTIVLelf.' x9 atom � MM45 YVr r�•�M RNG<�e i R2a6TWE \ILEAI THERR PM16TIVLOTART6R 6TItlPPLASHNS —TAL GALw METAL dT� 7 FLA6MNG 'fir SE — CASM ` � �X r' TED TIgMI FEFOCR \� WCALLKNO OR APR DEALANT 14 caasn SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION __ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwAbdesigngroup.eom AA A: 0003325 C aUDDIV. ae LOT: SILVERADO LOT #33 BLK #18 PROJECT# 04128.002-33181 MODEL1 4EBB "1828-CALI" GARAGE 9WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH W. B \\ 2x6 SUB-BANb W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK DRIP EDGE I� 1/8' TEXTURED I FINISH • WOOD I �� 1/2' TEXTURED FINISH • CMU METAL FASCIA WRAP 4, FROM � STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/8' TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH • cm x METAL LATH x x x x x x x x METAL FA8CIA WRAP N SHEATHING x x x x x x x x x x z WRIB LAYER'(, x x I STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x _ BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 eue DAPIID ROOF ING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL Klgc our x x x x x x x x x x x x x (REFERENCE POINT © FL A* IV I ONLY FOR WALL OFF x _ .. .. I I SET OF COMPONENTS) \\ \ NOTE : NOTCH FOR 2X(o \\ SUB BAND ONLY ROOF KICK OUT REMOVED N\ FOR CLARITY \N 10 ROOF DECK (BEYOND) \\\\\\DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) \ 11/8' TEXTURED FINISH +� `N\`� iWOOD, 1/2' TEXTURED \ // FINISH A CMU 2x6 SUB -BAND W/I'x4' NOTCH * I END, WRAPPED IN PEEL 4 STICK ®E VA I OIN METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' Al OFF WOOD WALL ©PL AN A PRE-ENG'D TRUSS TO BE CUT is WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-$' O.C. MAX. 2x SUB -BAND Wlll 'x4' NOTCH 9 END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x J 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 fL x x x x x .. C7�CZ�.x x SUB BAND DETAIL ® WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH IN END, WRAPPED IN PEEL 4 STICK ROOF CEMENT IS ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/U4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdoWgngroup•com AA B: 0003325 Dw 08/09/20 8CALM-1/4"=1'-o" 11HEE r WA6 39'-8- 11'-0' 9,_6, 15,_10. 3,4. • FM-X2 2X 8 — — _ — _ — m IN _ 4'CONIC, R n I' w SLAB ILL oW ya 4:31/2 t�-0• LF-24X24 l 10'-0 10 r 1 FM-12X18 EXTEND ,.1 SLAB 1 1/2' I I I ' I �I I o I TOP OF SLAB N i� I I �I I I I7 I I' I I •I I I• I 1 4' PVC b Q`, CHASE 1• TE-1 — fV I I I 4-5 1/2 42'-8' 17'-8' 5 I I 4 �I N ?I I 91 LLI I 1 EXTEND SLAB 1 1/2' 2 I4" CONC. tI FM-12X18 m 1.1 W I SLAB awl N �. N . I I $-31/2 N aI 4. ---- *-71/2 1 1 1.1 ap 1.1 L 1.1 FM-12X78 _ J 0 FMC•12X18 v FM-12X18 FMC-12X118 4 4 1.1 1.1 10'-2' 3'-10" 2'-8" 161-0' 21'-4' 14'-0' 4'-4- 39'-8' 3 1. FOUNDATION PLAN SCALE: 1/4' = V-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-17. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0% 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. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MINDICATED #5 BAR, OINDICATES #6 BAR,WNDICATES #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 W HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#6 = 30', #6 =38'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 6-13, USING: F'm = 1,600 PSI, TYPE •M' OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Slh EDITION SLAB SCHEDULE SLAB I THICKNESS REINF, REMARKS xW1.4 OVER Bx8 W '*1' 4 GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8'SEEPLAN10 - s +)D•-p' FM-12x12 12' CONTINUOUS 12' - 2 # s FM-12x18 12' CONTINUOUS 18, (2) #5's (+)0'-0' FM-18x18 18' CONTINUOUS 18' - s FMC-1208 12' CONTINUOUS 18' - s VARIES F-24X24 4 24' (- 0•-4 1441 N. RONALD REAGAN BLVt LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 �aa� � BUDDIV. ae IAT SILVERADO LOT #33 BLK #18 PROJL'CT* 04128.002-33181 MODEU 4EBB "1828—CALI" GARAGE STUNG: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B 3V MIN. EACH WAY MONOLITHIC FOOTING 6 � Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED r -, rj ° _ CELL SEE PLAN FOR SIZE AND d_ iL a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS I ° • . 1 IL SPACING REQUIREMENTS r a w roU m �aa. W 1' 1° I: � . T` • ° GARAGE DOOR W RECESS ¢ c Z 8" CMU WALL O 0) Q 8' CMU WALL FM . � I •, . CORNER BARS, SAME SIZE AS BAR W = B• ZD Z_ • .� IN FOUNDATION WITH 30' LEG EACH O W p ¢TOP ' OF SLAB 0'-0' TOP OF SLAB WAV AT ALL CHANGES IN DIRECTIONS ... 80 THAT THE 6TEEL REINF. IS CONTINUOUS rl • MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (7•STORY) #3 18, .« EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE• TOP OF GARAGE I o. I> _I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7;0. AT ELEV: W/,/2' ISOLATION • JOINT (WHERE 8• CHAMFER (2-STORY) #4 24' w/ 1/2' ISOLATION 4' CHAMFER (1STORY) I . e ' 8' CHAMFER (2-STORY) "`•-}}r-----"'` 01-0' APPLICABLE) z SEE SCHEDULE #5 30' JOINT (WHERE APPLICABLE) Z_ 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #8 38' g FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #7 42' AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4'=,'-0' 2 SCALE: 3/4'=,'•a' � GARAGE CORNER BARS DETAIL DOOR OPENING 3 — 3CALE: 4 LAP TOP PLATE A MIN. OF 48' t� LAP TOP PLATE A MIN. OF 48'----��� AND NAIL W/ 18d COMMON AND NAIL W/ 18d COMMON NAILS, 2•ROWS, 4' O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN uJ 0 IL I 2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2' CAPPED j NEW REINF. BAR CURE PLATE TO SLAB W/ No 2 STUDS SEE PLANS FOIr/EWI PLANS FOR SPACING. SINGLE GALVANIZED PIPE 2 a SECURED W/ 2- PART SPACING. SINGLE BTM. PLA k9' WEDGE ANCHOR W/2' WEDGE BTM. PLATE TO BE PT. W/FLANGE @BASE y g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TO PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO d 8', UNO PLATEASHER SET IN HIGH STRENGTH OXY 5-t12' EMBED. MIN. 018' OC SLAB W/10d MASONRY 4 O FOLLOW ALL MANF. SIMPSON SPH4 OR SPHBMAX. NAIL 18. 0/C STAGGERED. ¢ SPECIFICATIONS FOR fq Q BTM AND TOP PLATE ADDITIONAL METAL = a0 USE AND ANCHORS W/ 10d x 1 112' CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4' X 2 1/4' F- PREPARATION OF 8 HOLE. COMMON NAILS FILL ALL REQUIRED WHEN NO U UPLIFT IS PRESENT. TAPCONS Z¢ HOLES, DO NOT USE todU,x3'SEE SLAB SCHEDULE S SEE SLAB SCHEDULE g gQ0 ,QQ TOP OF SLAB ... , TOP OF SLAB e ' 4' CHAMFER (1-STORY) • 8' CHAMFER (2-STORY) a.�� •fie_ .�-._° EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SCALE:3/4'=1'•0' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL Q INTERIOR CURB FOUNDATION WOOD WALL 6 7 SCALE:34'=,'-o (NO UPLIFT) SCALE:3/4'=1'-0' SCALE:3/4'-1'-0' (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48' — AND NAIL W/ 18d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE ¢ "' PLANS FOR SPACING. SINGLE D as> BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL ¢¢ F- 6 W PROVIDE DBL. TOP PLATE 76' O/C STAGGERED. m U ADDITIONAL METAL y CONNECTORS NOT REQUIRED WHEN NO p U B' CMU WALL UPLIFT IS PRESENT. Z +' 0- • POURED LINTEL CONT. (TYR) ' :; 8' CMU FILLED CELL (TYP,) �+�'' TOP OF SLAB SEE SLAB SCHEDULE . 2X WALL FRAMING SLAB SCHEDULE V2' DIA. SIMPSON STB2 BOLTS 5' +- 0'-0' Z ZSEE —MINIMUM EMBEDMENT INTO TOP OF SLAB a• 'ISOLATED'COLUMN PAD GROUTED CELL, 4'FROM ENDS AND CENTERED UNDER WALL AND 18.O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH VANDBARQUANTITY FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WXD,BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION scALE:v4=,'-0' (NO UPLIFT) IV SCALE:3/4'=1'-0' 11 SCALE:3/4'=1'-W 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX 407-774-4078 wwwAbdealgngroup.wIn L AA #'. 0003325 N p � y D avaa atX .or SILVERADO LOT ##33 BLK ##18 PROJRCT 04128.00 —33181 MODRY- 4EBB "1828—CALI" OARAOIC EWINO: RIGHT PAGE: DETAILS 150 MPH E . B D TE 06/09/20 8CALE: 1/4"=1'-0" S*EMZT S1.1A DOWEL PLAN SCALE: 1/4' = 1'4r 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PN: 407-7748078 FAX: 407-7744078 wwwAbdosigngroup.com AA M: 0003325 6 CNOR atrea>cv ae LOT: SILVERADO LOT #33 BLK #18 PROJECT* 04128.002-33181 MOaEIA 4EBB "1828-CALI" GARAGE 8WMG: RIGHT PAGE: DOWEL PLAN 15 H W. DRDfT ATE: 06/09/ 00 aCALE: 1/4"=1'-0" GREET s1.2 TIESARE VERW/TICAL RESAR TO HORIZONTAL R10' HOOK GROUTED BOND BEAM - VARIES PER ELEV. Z g a. •I e4 #5 BARS FEII 8" CLEAN OUT REQUIRED ¢a FOR INSPECTION .$ I TIENVERTICAL REBAR TO HORIZONTAL RESAR W/ 10' HOOK BAR SIZE 48 BAR DIA. _Z� f #3 18' #4 24' m U #5 30' #8 38' HORIZONTAUVERTICAL #T 42' REINFORCING 1 SCALE: W4'.V-0' Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0>>- SPACING REQUIREMENTS QLu mW U cc U) Z 8• CMU WALL g 9 . V o +- 0'-o TOP OF SLAB 4 TOP OF SLAB a z W e• " - SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 5 > e EXT. PORCH SLAB 4' CHAMFER (1STORY) #3 18' OU W/ 1/2' ISOLATION 8' CHAMFER (2-STORY) JOINT (WHERE 4 #4 24' APPLICABLE) Z_ MATCH STEEL #5 30' 6' PVC CHASE REINFORCEMENT PER SCHEDULE p0 38' 8' PVC CHASE THRU FOOTING THRU FOOTING #7 42' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, R. 32750 PH:407-7748078 FAX 407-7744078 www.abdeslgngroup.com AA N: 00 5p 41 t s S O � y 4 oil mijisa C L�. 1 ITITI. 1.3 sysa:v ag LOT SILVERADO LOT ##33 BLK ##18 PROJECT 04128.001-33181 MODEIa 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: DETAILS 150 PH B 612 A Al NO aCA=: 1/4"=1'-0" SKEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 t/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Dd x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8' LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM Y-O', FINISH FLOOR. UNLESS NOTED OTHERWISE. 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.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (Pal) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B01 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8' PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8- PRECAST & PRESTRESSED U-LINTELS �8S SAFE LOAD - POUNDS PER LINEAR FOOT r'4-^ SAFPL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 44m """I'm 4"4m =mm W" "" Noes TYPE LENGTH SUSBF9 RCMU TYPE LENGTH U04T moor WmiT metal OMIT Wear 004T wav NW-tT w2w WWT M7lSr w,T Uwe !US Hats W1241 nun am"B na1•ts W,—.na•11 Sd (47') PRC-CART 2281 70M 3719 eta lea mom aw I— Sd (� T toga Ica 1a08 3'4r (4n PRECAST fw 2w aw Ram wa Mae Tm aw 4w 018 Ra W4 tam ttw tw I eMe lw 4w as Ma 7M7 4'd (4E� PRECAST 180E mt V11 aw a10 w1 70m Ma 4'd (48') PRECAST 78a 703 1308 4'd (4N17 PRECAST INN me WIN) one arm m Sam m4w Ma ma ems tam ,tw an aM wo 7M6 401) em eaa 4'd PRECAST t� fw MN mat arm 4me aw w4 1'd (NJ PRECAST aB2 ',At t079 4'd (a4.1 PRECAST !W2w 27m aw 4ma mt we 2tae 4me Is m? am tom t1w 1w7 wa ma aw 4m 4711 am S4' (S40 PRECAST 1217 me '" +aa aeo Ma lea dm Si' (b{') PNEGISi 411 N1 74a 84• (64� PRECAST +o1e / one >see aw alat dw tw MM ema MT tM 10e 111$ 2m we aw 3Mt 41121 s-ta (m) PRECAST 1662 Hm tt7a tat no INN, mm70 6-17 (m� PRECAST sw mere s-ta (m� PRECwsT w far 7w Mm 7w 4f0 14M as dw w tw mew I 2w arm am dta Sd (M9 PRECAST We 12111 2117 mw mat eM 411113 W" e,4, lTa'1 PRECAST W 727 480 Sd 178� PRECAST w , 1 as wt ,m M7r alw wt Mw mw m 14N uM aM 2110 aMt m12 rd Mn PRECAST 749 1a11 tw am me all nM a116 7d Mn PRECAST 421 tt"&1 m Td (80') PRECAST raj 1 t 2w aw wt, t7a m msom eM7 m7a 7m tam tw we I mM I 2m Now V4' 1t PRECAST ( 2'1 ago w „w tw 2M4 340 ate aw S4• (112� PRECAST 320 812 290 Si' (tt2') PRECAST el, 7M „ tad 21m 2w 7M ,aM tam gem ado am w w rate tw I tw 1 2w 1 ate ( 287 PRECAST tad 1 4M w w ,aa m 2777 2w 2w 10'd (128PRECAST 401 18D 10'd (12E') PRECAST w w w , W , 2Mt w ,la ,w wa w, am m w nw ,m ,w mae as 77'i• (t38') PRECAST 882 w w tw tea a1L arm 4w 11'-4' (13S') PRECAST 200 462 1a4 11'4' (728') PRECAST 474 w w W7 a7 1e1 as w w talm tw aw "V 4w 484 ON I IOU. 1322 %GnI SUN MUNI 1rd (144� PRECAST 887 W as lam tw Mw 21M m470 trd (I"') PRECAST 244 402 IV 1rd (t44� PRECAST 4a 7m w , tw w ma ,m ,M4 2+0a 2w aw 470 w w ININJ 1916.ao 73'4' t (� PRECAST T88 m 7w a'16 ustw ate as 18'4' (700� PRECAST 217 824 110 78'4' (too') PRECAST a4 w w w w 1 , m RIP ,w tw 1w ate as w dw 7w tfM m7 1 tam 14'd (108� PRECAST VS dm WI 1w tw NOT 2W 2m Ivr (ion PRECAST 2Da 203 too 1W4r (10" PRECAST w w w 73/ 8m 1m 44x 7M tw tw tw :m am dw 4M n7 tw 74'd (778') PRESTRESSED N.R. M NR N1 NR ter It NR 74'd (170n PRESTR� N.R. 254 81 1W4r (7M') PREFIRESED m w W IN w w m2 w w m w w ,w Ma ale 2M7 m4 IV-C (1ST') PRESTRE88® N.R. NR NI Mt 194- (184') PRESIREBBED N.R. 2N 88 16'4' (184') PRESTRESSED w m Ma w w me ea w w Mt lu�n- 412 7/0 tm 17a 2w me 2Ma 1T4' ( 1 PRE NR N1 Nt at tR 1w N1 1m 1T4' RM PRESTRESS® NR 104 04 1T4' ( M PEED w w w w 40 w Im M. w m tmt w w w ,w 1w tw 7m7 iW-4' (132') PRE NA Nit Nt Nl N1 Nit NR NR 744' Mn PFMTFMM N.R.140 62 1P4' Mn PRESTRESSED "2 w w ON w 40 447 w m7 641 m7 74T t2m m w m Mm tm 1Me fro 21'4' (2a07 PRESTRESSED HR NR NR MR NR 21'4. Mn PRESTRESSED N.R. 125 42 21'4' (2010 I'RFSTRESBED 1a 7Q 2N m wr a7a w w 480 7a1 won w 1 w m w w w nu tw t4M 2rd P41 PRESTRESSED H.R. Nt tm M Nit Nt tN NtWINw 2rd ON-) PRESTR� H.R. 710 40 2rd (2647 PRESTRESSED tar fm m w 1 w a71 oil.wma w w w w Mg Me w m tm7 tw ,w 2Pd (2061 P N.R.M Nt N1 NR Nt Nit NI 24W W PRESTRESSED N.R. W 88 24'd O7 PRESTRESSED W fal to w :m Ma aM w 4M owj w 7m W1el w m w led //d tall tw (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 FIELD ADDED ARE PERCENT REBAR. ALL VALUES TAKEN FROM 'SAFE LOW TABLES' BYCASTCRETE MAY 2oM0 EDITION • PRECAST PRODUCTS BY OTHERS TO MST OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MSSMUM4' OF BEARWO PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 1"126.03 1 � 1 1 % I 1 1 % I 1 ,%% J# 1 %% i 1 1 % j 1 1 %% 0 1 1 ,% I 1 1 ``� j ♦ 1 1 ,Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ; 1 1 1 2.1 1 LL 1 lu' 1 aD1 1 aD 1 1 1 1 1 1 1 1 1 UNO, PROVIDE BB1 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 1 OF WALL EL. 8'-8', UNO. 1 1 1 1 I i 1 1 1 1 A % 1 i �`� i 1 ♦ `` 1 14# 1 Jo �� 1 1 ♦ ` 1 ♦ ♦� 1 1 ♦ 8F8- 1 j 1T/0M/OB 1 ♦ j 1 1 i 0 i ,`� 8RF6-/T/OWOB 1 8F16-1T/0Mt0B % ♦ 8F28-1T/owoB 1 1 TT 1 LIFT BEAM PLAN SCALE: 1/4' =1'-W 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 W W W.abdaalgn8roup.com l AA #: 0003325 �aa Pi O Jill Hill sUDDIV S. LOT SILVERADO LOT #33 BLK #18 P1ROJl= 04128.001-33181 MCDSL• 4EBB "1828—CALI17 0/11tAGS sKlNG: RIGHT PACK: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1W HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 314'.V-0' OFF PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. Pg5P��P NOTES TO THE INSPECTOR/CONTRACTOR i. PLACE LINTEL ACROSS TOP OF OPENING. TYRS*X8' BOND BEAM °p 1#5 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) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x16' S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND SEAM •. '� 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 1#5 TOP OF THE LINTEL. I- B• I- 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. x��F T I�-,JVONOMINAL Fa FILLED W/GROUT NFILLED OF #5'S, IN 2ND BOND BEAM COURSE 6-1T/1M/ B p��CP NOMINAL 8. QP HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1T/1 LVOB INDICATES A DOUBLE BOND BEAM # OF #VS, BOTTOM AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEERS INTENT AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST 'a 14' WINDOW = SILL z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 8x16 08L. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BAR \\ ti BOND BE GROUT SOLID FROM T P LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 Bx8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE 4G SCALE: 3/4'=1'-0' LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS TnP - PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3M6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18, O.C. MAX. MIN 1-1/4' EMBEDMENT 2X6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING - 1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ 18. O.C. MAX. MIN 1-1/4' MIN. 2.12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAIL 5 I - SINGLE #5 CORNER BAR, 30x30 TURNED . OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL 1+BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND, BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 ww W.ebdesigngmup.wI In AA 0: 0003325 A 6 q G LllTl I 13 aunDIV. AC LOT SILVERADO LOT #33 BLK #18 PROJB:CT 04128.001-33181 MODEZA 4EBB "1828-CALL" GARAGE nlnNG: RIGHT PAGE: DETAILS 150 MPH . B ju: A,M NO' n IM 06/09/20 8CALR: 1/4"=l'-0" S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4- NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X•ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T ° x 2 7/8' LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CA —• — r—�--�— • CJ1 CJ3 x n n 1 B a a a x a a N N a ■ ■ N CJ3 iIININ�NBII R cj5 n II N N n II N n ■ ■ N a ■ • CJ5 to 1A 1 Al 1 ----------------- ....... •'y4b .—.ram.—.—.—. — _-----. 1A —..�=N:�---- =:_®.:_:�= to 1 .1 FAEFABRICA7ID WOOF ............ TRUISM @ 24.O.Q MAX ..... =ate: .---------------- : �. I ...........,_.�. ..............1 .s.:_.—.—■—=a.e---e--- r—22"x54` 7-- . . I ATTIC I ACCESS A11 to '1L_ �1A A A18 clue BIGE 7 8 7 8 FRAMING PLAN SCALE: 1/4' = V-0' 1441 N. RONALD REAGAN B1 LONGWOOD, FL 327E0 PH: 407-774-6078 FAX: 407-774,4078 www.abdoeigngroup.com L AA M: 0003326 w6 6 � aUDDIV. aN LOT.il SILVERADO LOT ##33 BLK ##18 PROJECT 04128.00-33181 HODEIa 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 150 AN VA. Aj AA NO aCALE. 1/4"=1'-O" aItEET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 e NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{l) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 31' NAILS TO GIRDER AND (2) SIMPSON HETA76 TRUSS ANCHORS WITH (12) 18d x 3 e NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. iX2 SECURED W/ 10d GALV. COMMON NAILS 12' 0/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON — 'ROOFWALL/FLOOR HTSM20 W110 10d TO SHEATHING TRUSS AND (4) 1/4' x 2 1/4' FASTENER SCHEDULE' TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: A PT SYP #2 2' x 4', # 1900 UPLIFT (2) SIMPSON 6', 8' x 4'-O' MAY BE ADDED HTSM20 INSTALLED ON W/ 10d NAILS, 2 ROWS, 3- OPPOSITE FACES OF O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4' x 2 1/4' ACCOMMODATE TRUSS TITEN 2 ANCHORS TO ANCHOR REQUIREMENTS, CONT POURED LINTEL ENGINEERED WOOD TRUSSES 0 24' 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SSSIG—IRD—ER YPICAL T RUSS/SS/SCAL :34'=,-0CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12'0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0. O.C. (AT SHEATHING 0'-0' TO W-0' (1) -X- BM).C.MAX. SEAMS) 30'-1• TO 69-0 (3)'X' BIF SECURE 2x8 PT. PLATE (1)'X' BRACE 0 CENTTO BLK W/ 1/2' DIA. (2)'X' BRACE DIVIDEDANCHOR BOLT W/ 2' FROM CENTER TO ENWASHER SET IN HIGH 2x WOOD FASTRENGTH EPDXY 6' SEE ARCHITMIN. EMBED. AT 32' OC MAX. PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' STIFFBACK (AS PERO.C. MAX TRUSS ENG)CONT. 2X4 SECURED W/ (2)10d's 0 EACH TRUSS TO BE INSTALLED 0 SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4'=1'-0' NOTCH DEPTH 1/4'D ?,�, HOLE EDGE >68' �<OLE DIAMETER 2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY EDGE >5/6' PLATE \� III I<3/5EDIAMETER D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'=1'-0' PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA B: 0003325 t �gxf SVSDM de IAT SILVERADO LOT #33 BLK #18 PROJZCT 04128.001-33181 MODEL 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: DETAILS 150 MPH . B Dnn4T -1 A 06/09/20 8CALE: 1/4"=1'-0" SHEET S3.1A PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24' O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING O VERIFY SECURE 2X8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 8' MIN. EMBED. AT 32. OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d'a 8' O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d'a 0 EACH TRUSS TO BE INSTALLED ® 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4'=1'-0' Ii N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwAbdosigngroup.com AA •: 0003325 % a� t Bt"mrv. As ZOT SILVERADO LOT #33 BLK #18 PROJECT* 04128.002- 33181 MODEL 4EBB "1828-CALI" GARAGE 8WWG: RIGHT PAGE: DETAILS 150 MPH EXP. B pauvr DAM 06/09/ 00 8MUM 1/4"=1'-0" Sk EET S3.1B BABLE-E. f_� HIP RODE aL, w ROOF WIND DESIGN PRESSURES NET (GRC)BB) ZONE 1 = 6.97 PSF (19.87) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A'=4'-0' END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: 'B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRA03M FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4' O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2' 0.120' 170,000 RING ORINGS SCREW SHANK RR I PER NCH) ed SCREW SHANK 2112' 0,120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EICTERIOR SHEATHING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL, Bd RING SHANK GUN NAILS 0 4' O.C. .. TOP & BOTTOM EDGES .. J I • Z Z � w t7 u m O z O Z . /1 V Zay S ' C0 . Iq Q U Z W Z 0 W Y a 6 = U h _Za a: TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS! � ROOF SHEATHING � ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE ESN FRAMING 8d RING SHANK GUN NAILS W W O.C. IN FIELD ` J Z Y LU LU U U CAI W u3uJN U Bd RING SHANK GUN NAILS 012' O.C. IN FIELD or ed x 2 1/2' SCREW SHANK U7 g O PNEUMATIC SCREW -NAILS 0 12' O.S1.jN :3ip W a FIELD J\ TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, BM EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TtE-DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pat 20 paf TOP CHORD+wnconcurrant 10 pd BTM CHORD-ndHDDncurrant DEADLOAD DEAD LOAD 15 p4f TOP CHORD 20 p.f TOP CHORD (7 paf WI ASPHALT SHINGLES) (10 pal W/ ND GYPCRETE) 10 pN STM CHORD 6 pal BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I OpW BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 paf WIND: DEAD LOAD SPEED -150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE S, RISK CATEGORY 19 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pat, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30p f, BALCONIES (EXTERIOR) AND DECKS: 40p f, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: 60paf, PASSENGER VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30pd, STAIRS: 40p f SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR 70 SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 p6f, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1657. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO AMU C3& MAXIMUMAGGREGATE SIZE SHALL BE 3W. PROMDE 814AR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON-BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAAFER®14'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 64ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0NGRDU ND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb .1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESNE TAPE. ELASTICITY =1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %" OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBOR 2017, B1h EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE 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 62 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A195, GRADE B6 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" a6 BAR - 36' a5 BAR - 30" 67 BAR - 42' PROVIDE 3W x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPIAMTCA SCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR SENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FDA BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. 'SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 6TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRICTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm .1600 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF r TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318' THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL' BE MADE BY THE GE0.TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 2H DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, 8Y THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy. 46 W. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Py .35 W. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" d- PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCEI"THE TURN -OFF -THE -NUT METHOD, CONCRETE SHALL COWLYWITH ALL THE REQUIREMENTS OF ACI 301 AND ASTMC-94 OR MEASURING, MXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J•BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS RNA POSITION SKALL NOT EXCEED 90 MNUTES.IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR of ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-V2' FOR TbAND SMALLER 7 FOR A6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1.1f7 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRK:ATpN BILE TYPE BRACING REANPx9 APPLICATION 36E TYPE BRACING REPMFI(9 11¢PT1—TO CABE IURDENEDCOL DAPABE DOOR BUCK 1N'pA TAPCON MABONRY 112' EMBED.,4'ENDDIBT., MASONRY /GONG. NAIL I I—. 9.OA: TO MA80NRY,DONC. NO WASHER FABTENER a OF 1 t? EDGE DIET. .D. ExT.ODORS CABE iNRDENEDCOA 'QC WINCOWIDODFVFASTENED DAMDE 000R CK 1/Y D.W( ExPANBION BOLT 38.O,D a•EMBED., A' END GIST., 1. T, BEE NOTE. NAILI IR'LORD. BTASDERED INTO MABONPY.C_ To MABONRYM.ONO WPBHER B EDGE 018T. WINDOW &ICI CABS HAROENEDCOIL aac WINDOWIDOORIFABTENED METALSTRAPTO CONTACT THIS ENGINEER FOR SPACING I.IT. SEE NOTE. RNLI—LOrq. BTAOOEREO INTO MASONRY,CONC. MASONRY/GONG. REQUIREMENTS EZ SWINE DOOR IWYITDIL 'TAPCON 112' EMBED. P END. NOri.BEAwNO WOOD 12'° EXPANSION A•EMBED.f ENO PT,NDTE. NO WASHER FABTNER IC dO DIET., I- EDGE OIBT. WALL TO CONE. SLAB W/WAITER BOLT M'OC DIST.,Y EDGE 019T h PT WPIDDW SY PAF YO.O ND DIST., D.1Wl r21AY 4-EI Pt tO STEEL COI - SEE WABlIEP BTAODEFED EOOE DIET. NOTE. TES 1NO9TTAPPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WADE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 Z. 407-7744078 www.abdeslgngroup.com AAA: 0003325 i t: Iy q pp� p yr O Hill 1113 SUDD31V as LOT: SILVERADO LOT #33 BLK #18 PIROJMT# 04128.002-33181 UODSLa 4EBB "1828-CALI" 0ARAOS DIVING: RIGHT PADS: DETAILS 150 MPH EXP. B 1 $,47. &(k ra rq-,t--dcQr r-I