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PLANSI A -4 ANCHOR SCHEDULE OVERLAP rASTENiNGi NIRDI/ARE: ► 1/4-20 BGLT 1- ,JAG(NUr DR- VD�.MJr ��` STEEL WIC w1..1/4 -20, BOLT L JAG(NUT' OR ul) iur l -7/8•' MIN. f: REQUIRED FASTENER SPACING REQUI D CINCHES D . C .) E EXISTING STRUCTURE s HOLLOW. BLOCK VOID FRAMING - ANCHOR DESCRIPTION• 1/4 - 01 RAWL ZAMAC NAIL-IN WT L -1/8-' MIN. EMBEDMENT 1/4'0 RAWL CALK -IN - V/ T/0' MIN. EMBEDMENT 1/4•• ITS TAPCON AscHIR i L -1/4' MIN. EMBEDMENT_ - 1 /4'A ITV RED -MEAD E ANCHtXt v 1 -1 MIN. F?�EE D►GIVVT i aw 1/4•► VDbD LAG scrim scrim lV/ L T/6' MIN. D REDMENT EDGE DISTANCE ' a 1 r r r r 3• r 3• 3/4' � csEE ANCHOR NaTE No. a FASTENER SPACING :; s r �� B' �' ► 10' 10' ; 9' u' 12' Ir U ~ . ANCHUR SCHEDULE OVERLAP rASTENiNGi NIRDI/ARE: MINIMUM SPEARATION FRO* GLASS 1/4-20 BGLT 1- ,JAG(NUr DR- VD�.MJr 2-1/2. OR MORE STEEL WIC w1..1/4 -20, BOLT L JAG(NUT' OR ul) iur l -7/8•' MIN. FASTENER SPACING REQUIRED CINCHES Q ..0 . ) EXISTINGi STRUCTURE CONCRETE ANCHOR DESCRIPTION 1 /4'b RAWL STEEL DROP -IN V/ 1 MIN EMBEDMENT 1 /4'O RAWL ZAMAC NAIL -IN V/ 1- 1/8.'' MIN. EMBEDMENT 1 /4'r RAWL CALK -IN V/ 7/8' MIN. EMBEDMENT 1/4'0 ITS TAPCDN ANCHOR W/ L -1 MIN. EMBEDMENT' � • ITS RED - +LEAD. vC AN fe v/ 1 -1/4• MIN. EMBEINT EDGE DISTANCE ' a 1 3 ' : 2' 3 ' a . 3' r 3' 2• 3' FASTENER SPACING 1 I 12' 8' 10' 9' 12' 12' 8' 12" 12' I 10' ! 11' 11' 12' 11' 11' 12' 12' SEPARATION FROM GLASS SCHEDULE OVERLAP rASTENiNGi NIRDI/ARE: MINIMUM SPEARATION FRO* GLASS 1/4-20 BGLT 1- ,JAG(NUr DR- VD�.MJr 2-1/2. OR MORE STEEL WIC w1..1/4 -20, BOLT L JAG(NUT' OR ul) iur l -7/8•' MIN. • G L OR DOOR SEE SETARATEN TTO! CLASS =EL I r 10963 airmen Zg ? 94 -165 date sheet SCALE: = r = 1'-D' •14 SIC t 2Y ac. 4-20 NAOIDIE BELT L VDIGNUT It 6' ac. DQSTHG STRICTURE r SIDE CLOSURE RECTA cSEE PLAN VIEW) NOTE THIS DETAIL 1MY IC USED AT TOP OR BOTTOM Or PANELS. 2' x 4' x 3/11' x AL TUBE t21' ALT. BUILD -OUT MOUNT SECTION MDT. TNT DETAIL MAY BE USED Ar' TOP OR BOTTOM OF PAWLS. O WALL MOUNT DETAIL G SCALE _ = ANCHOR NOTES= EOM_ SEE NOTE: No. 6- (SHr 1 0= 1) FIR I1 CR DYERCAP FASTENING. 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCQ 2. WHERE LAG SCREWS FASTEN TD NARRDS FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD 3. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS. RECOMMENDATIONS. APPROVED AS COMPLYING KM THE SOUTH FLORIDA BUILDING CODE, OAT T . &ua/ % 14 j 5 i /�'�� 0 . BY PRODUCT - CONTROL DIVISION BUILDING. CODE COMPLIANCE OFFICE ACC.TTANCE :10. #qq'10 . Q 7 PROFESSIONAL ENGINEER ri pi t:. ...... • G L OR DOOR SEE SETARATEN TTO! CLASS =EL I r 10963 airmen Zg ? 94 -165 date sheet SCALE: = r = 1'-D' •14 SIC t 2Y ac. 4-20 NAOIDIE BELT L VDIGNUT It 6' ac. DQSTHG STRICTURE r SIDE CLOSURE RECTA cSEE PLAN VIEW) NOTE THIS DETAIL 1MY IC USED AT TOP OR BOTTOM Or PANELS. 2' x 4' x 3/11' x AL TUBE t21' ALT. BUILD -OUT MOUNT SECTION MDT. TNT DETAIL MAY BE USED Ar' TOP OR BOTTOM OF PAWLS. O WALL MOUNT DETAIL G SCALE _ = ANCHOR NOTES= EOM_ SEE NOTE: No. 6- (SHr 1 0= 1) FIR I1 CR DYERCAP FASTENING. 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCQ 2. WHERE LAG SCREWS FASTEN TD NARRDS FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD 3. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS. RECOMMENDATIONS. APPROVED AS COMPLYING KM THE SOUTH FLORIDA BUILDING CODE, OAT T . &ua/ % 14 j 5 i /�'�� 0 . BY PRODUCT - CONTROL DIVISION BUILDING. CODE COMPLIANCE OFFICE ACC.TTANCE :10. #qq'10 . Q 7 PROFESSIONAL ENGINEER R j EXISTING STRUCTURE SEE SEPARATISM a iau AS GLASS OR DCOR ANGLE TCI WALL DETAIL DCER SEE FROM D ss SLESU.E TENSION FASTENER (SEE AMA SCH DULD TIP. TOP 6 =TEM ® croft (TYP. TOP L. BOTTOID EXISTING STRUCTURE WALL MOUNT SECTION SCALE 1 3' WOOD FRAMING. 114- SS PAN HEAD PHILLIPS SCREW e- 12' CM. (SEC. mow SCHEDULE FOR DIA.. EMBED.. OR ALT. TEISISF FASTOER) TY► TD!' OR IUTTDN= ® ceNT. NOW FRANIND. ANGLE TU WALL DETAIL PANEL TII ANGLE DETAIL O WALL MOUNT SECTION SCALE i 3• - 1'-D' [ _ r '- ZE SEPAEb1TD7E rRD1 GLASS o 1 _ .. SCHEDULE S z La W - 1/4-20 MACHINE BOLT I. VIN IJT t 6' OL PANEL TO ANGLE DETAIL 1/4' NAIL V4-t11 P OQ)lC BOLT lL VD!O IT R Md OG ETV.. TOP L BOTTDO GLASS SR DC0R • CONT. RYP. TOP L BUTTON ® CEILING /INSIDE MOUNT SECTION SCALE ' 3' = I• 114 ■ ".I aq� A.oNb. I ! w4l Lk '''''''' ILL DZiErL THIS DETAIL NAY RE USED AT TIP OR BUTTON Of PANELS. SHEAR CASTF?ER (SEE AwOQ SCHEDULE, TYP. RP 1. RITTER WALL MOUNT SECTION (BOTTOM) SCALE 8 3 - I'-o• 1/4' max SCALE •• 3• ■ 1'-Q• GLASS OR DOOR O WALL MOUNT SECTION F (DIRECT MOUNT) MI:SI MG STRUCTURE TENSION FASTDER (SEE ANOOU SOEDUL.D TIP. TIT t, IUTTSU EXISTING STRUCTURE a: SITE CLOSURE RED D. (SEE PLAN VIEV) 114SNSf22'MG (TYP. TOP L BOTTOM BUILDOUT MOUNT SECTION SCALE- 3' _• V4-20 NAOIDNS BELT 0. parr e ES' ac. CT/P. TOP L IIMTTIX)D 1/4' MAX �V4-20 NAC341NE BOLT 1. JINGNJT f 6' O.E. (TYP. TOP L BOTTDO Z x 4' x 1/8' x r- 4 -I/2' AL TUBE e 21' O.C. (TYP. TOP t BOTTOM APPROVED AS COMPLYING W'TH THE SOUTH FLORIDA BUILDING CODE 1 BY PRODUC. ,ONTROL DIVISION BUI! D;NC CODE OMPLIANCE OFFICE 1 ACCEFTA CE NO.J 4 ' 11 ' / 4 ' C 7 PROFESSIONAL EN V.J. KN Ft. Li i 1 R6 10983 date � 8 w 0 r 1 u r e a 0 6 S s 11 E be i ir ir wm 94 -165 srwet 2. of 3 317 2016' .188" = 469' m V HOR IZONTAL 4AL - -- I � LFG UPTQ 2.000' I (Z■ OPTIONAL ANGLE SCALE 1/4' = 0' -1' VIDTN UNLIMITED 1170' 12.00' COVERAGE 1250' Ql STORM PANEL (PERP. TO PANEL. SPAN) SECTION O TYPICAL ELEVATION (FOR PANELS V/ SEPARATION FROM GLASS < 2 BUT L 1-7/8') PRODUCT NARR1(DIG PRODUCT NARNONTI L CATI04 - EPTION L LDicAT OID 801' SCALE N 1/4 O' -1' SCALE 1/4' TOP NOUNT. .Ni P VIEW DOTTER MOAT. ® WINGNUT SCALE N HALF SIZE r >t 1' TUBE 4 FASTENERS (SSE PLAN VIEW 6.143TE 6) z 0. a N z C41 N r . J u • -• ® 'h' HEADER NIDTM UNLIMITED 10 TYPICAL ELEVATION (FOR PANELS W SEPARATION FROM GLASS PLAN. VIE' SCALD 1-1/2 TOP MOUNT. ® 'U' HEADER SCALE N 1/4° OVERLAP FASTENERS (SEE PLAN VIEW L NOTE 6) DOTTO► POMPON. e d .125' TYP. 1 ® ANGLE SCALE N 1/4' a 0'-1' $ osr TYP. N © ANGLE 1II1I31 1. THIS DOTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. ANID TIC 1994 BRCVARD COMITY EDITION. 2.- POSITIVE Ate NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERSCRNED IN ACCORDANCE VITM ASCE 7 -88 'MINIMUM =SIGN LOADS F172 BUILDINGS AND TITHER STRUCTURES'. 3. STERN PAWLS' SHALL BE 20 GAUGE STEEL (t a .035') CDfOb41NG TD ASTN 4444, 'TRUCTURAL DUALITY. GRADE D, VTTH A MIN. ry SO KSI, GALVANIZED IN IN ACCORDANE . YITN ASTN G90. ALU41NU EXTRUSI@4S SWILL BC 6063 -T6, U.U.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12' or C END CIF THE PANEL WITH A MEN ar ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS. HURST NIANI, AWNFL. ING CO.. INC. DADE COUNTY PROD. APPRD. 5. ALL BOLTS AND WASHERS SMALL. BE GALVANIZED OR' STAINLESS STEEL WITH M MINIMU4 Ty • 33 KSI. 6. PANELS UTILIZING M STEEL TUBE SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A I' .-1' : 16 GAGE STEEL TUBE USING 1/4 -20 Y 3-1/2' DOLTS w/...111E CAST ALUMINUM VASHERED YINGNUTS OR .MCKNAITS. <SEE TYPICAL ELEvATIE4 99 ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT NIDSPAN W 1/4 -20 x 1' BOLTS WITH Inc '•:AST ALUMNI* WASHERED vINGNUTS DR JAC /MITE (SEE TYPICAL ELEVATION ® >. rI R PANEL SPANS LE TIN 33' OVERLAP FASTENERS- L TUBE ARE NOT REQUIRED. 7. ]TRIAL SPECIFICATIONS NOTED 1EREIN ARE T)E Nw(UFACTLRER'S:REPRESENTATION fi t NMTERIALS. TO. DE USED' IN PRODUCT TESTING. 8. i:'� DETAILS NVD SPECIFICATIONS SHOWN HEREIN. REPRESENT TIC PRODUCTS i+ROPOSED.FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING is CONFORNANCC vlTl4 DADC COUNTY PROTTOCa.S PA. 201,202. AND 203 Ms :EVEN. LOADS AS F0LLDVS. 1 - POSITIVE DESIGN. WAD' + 72 PSF . NEGATIVE DESIGN WAD: - 72. PSF } NETI TEST REPORT rHETI. 9A - 312C ANTI HETI: 94 - 317b. NC HETI 95 -401b. 9, YARNING NOTE SHALL BE PERMANENTLT PLACED' ON EITHER- THE SILL Cr THE NUTTERS CR ON EAC7+ PANEL ADVISING INC MDE CVNER OR TENANT OP THE IF NNE. DISTNCC FRO* GLASS TO PANEL IS < 2 A REINFORCING YAR i BELTS ACROSS ALL PANELS AT N1DSPAN - ARE RE'DUIRED IN- ORDER ? TO. IJTER IARRICANE PROTECTION. - IF THE DISTANCE FRON CLASS TD PANEL IS 2 2 ONLY REINFORCING BOLTS AT NIDSPAN If ALL PANELS ARE REQUIRED TO DEFER HURRICANE PROTECT1171. 10. 79 t BOTTOM DETAILS S•VN MAY BE INTEREm44GCD AS FIELD CONNDITIONS DICTATE. PANELS NAY BE MOUNTED ►QRIZENTALLY v)ERE APPLICABLE. r' >e 1' x 16 GA STEEL TUBE TYP. (OPTIONAL) SEC NOTE 6 b TYPICAL C.- OVATION. 1. OVERLAP AL. ANGLE CLOSURE PIECE 1'' % 2' * . 125' NUN. TD C % g' )o .123' N AX. SPEAR FASTENER 8 24' GC. EXISTING STRUCTURE SCALE ' 1/4' = 0'•1' SCALE 1 1/4• a 0•-1• CL17 ® STUDDED ANGLE APPROVED AS COMPLYING WITH THE cn_1Ti F :'. BUILDING CODE & . _, 1 5 • A / .. PRODUCT MHNIROL DIV:S:ON BUILDING CODE. bl ACCEPTANCE N �RQFESSIDNAL ENGINEER . ( Nit t Z 7148sr date U J W '4 u CI M Ir t_ w 0 0. 1. u 0 s 8 • J ItsoPi C Y a u draw a, n(z 94 -L65- sPWet1' Of, Y ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT li FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS r2 ;::.70''.' CENTRAL HEATING DISHOASHER RECEPTACLES / A/C (WIN)) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS 20 / f ®o DUCT WORK FLOCK DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS / 4.3 PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP 1 1 AlY UNDERGROUND TANKS LAVATORY OVEN 1 / /,477 ABOVE (MOUND TANKS LAUNDRY TRAY WATER HEATER 1 / / U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 IP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS GRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA GRAIN ROOF INLET SOLAR WATER HEATER FIRE STAMP IPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING PLUMBING ADDENDUM TO BUILDING PERMIT. APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL Exi 577 /09 PANEL to becb41 5 B. it* A 10 kW at.1 .i 3 Ent d.- — 3 # a/p N a" aoo Fi, Ron«C uPVI A l aryl 1:›0 'Mr 7 - s (Z. 1 ��. O /� PVC - -f± ►N Y2 "Ernr C wf' ACC U 3oA N -3R \JF Disc. X 6 6 9 W• 3 - P _ _ (- tALepli FL. ;3e, S €z. PEc o ,EtDz ,4 E 3 /1 Ny CD-ev 2 / 6 ��� cf) .Z) /5/ /2 - c0 L cz, 70 C O 4,0 . /2., 4g /,/s -- , � _ 2 er, Si o • a g9 F'- 1 o _ il 1 0 0 1 1 4( I 4- c 1534_,- 07 • a g9 F'- • ,11, OLCMI CLAY ROOF TILES Local Distributor: Prodek, Inc. 1101 BriokeLI Avenue, Suite 441, Miami, Florida 33131 305 - 358.7251 Fax 305.358 -7323 The World's Finest Clay Tile VOLCAN "5" [HE WORLD'S FINEST CLAY TILE VOLCAN "S" ROOFING TILES Clay roofing tiles have sheltered people for more than 500 years. Today, Volcan "5" roofing tiles are fired at 1742 °F to achieve a product that is fire, wear and decay proof and never needs painting. A balanced contour and gently curved profile combine with the natural character- istics of Volcan "S" to create a product of uncommon and lasting beauty, worthy of con- sideration by the most discriminating builder. MANUFACTURING AND DELIVERY A select blend of raw clays is passed through the milling process and extruded into the characteristic Volcan "S" profile. The manufacturing process is completed by a two- tiered drying procedure, culminating with meticu- lous hand - packing. The tiles are held together with plastic straps and covered by a thermo retractile plastic sheet, ready for shipment in convenient palets. Vo lcan "S" is then packed for delivery in 20 -foot containers with a capacity of approximately 7,200 pieces. Available for residential, commercial and industrial use, Volcan "S" clay roofing tiles enhance the appearance of your building; they add elegance and prestige to your investment. Specify Volcan "S" clay roofing tiles for your building projects. 10 2" Overlap 02 2 1 /2" Minimum Slope INSTALLATION METHODS & SPECIFICATIONS This technical data sheet provides specifications and various methods of application for Volcan "S" clay roofing tiles. Be sure to choose the proper method for your needs and check local building code requirements for possible variations of these recommendations. Volcan "S" tiles are made from a select blend of different types of clay which are then fired to 1,742 °F obtaining a non - glazed, noncrystalline grade product. I. Materials A. Clay roofing tile should be Volcan "S ", as manufactured by Alfareria El Volcan, C.A., 18" in length, by 10 in width, laid with a minimum exposure of 16 ". B. Under eave shall be (specify one): 1. Clay eave closure 2. Rubber eave closure 3. Mortar filling with weep hole 4. Metal closure C. Asphalt plastic cement: Heavy body composed of asphalt and other minerals, conforming to ASTM D2822 and Federal Spec. SSC -153 type 1 D. Cement Mortar 1. Cements a. Blended Cements — conforming to ASTM C -91 type M b. Portland Cement — conforming to ASTM C -150 type I c. Masonry Cement — conforming to ASTM C -91 type M 2. Sand — conforming to ASTM C -144 uniformly graded, clean and free from organic materials 3. Mixes — conforming to ASTM C -270 type M (select one) a. Cement 207 ±E -1 -A b. Combination of cement 2.07 E -1 -C 4. Mortar flow 110 ± 5% conforming to ASTM C -230 Flow Table II. Decking Solid decking shall be of proper thickness ( minimum plywood sheathing) to be structurally adequate and properly fastened to support the anticipated loads. Decking material and installation of it shall comply with all local Building Code Requirements Note: The manufacturer reserves the right to change these specifications and information at any time without notice, Underlayment Never install underlayment on wet, frozen or icy surfaces. Sweep roof surface broom clean. Cover all sloped roofs under tile with the best quality asphalt impregnated roofing felt weighing not less than 43# per square foot. Specify Desired Underlayment: (Consult local building codes for compliance) A. Nail -On Installation (Minimum 4/12 and greater): Lay one layer of 43# base sheet with a sealed minimum 4 headlap and 6" side lap and nominal 3" tile headlap. All tile nail penetrations to be sealed with plastic cement B. Mortar -On Installation: Pitches 2' %2/12 and greater (refer to building codes for minimum). Lay one layer of 30# felt, secure in place with tin tags as code requires. Lay with minimum 2" headlap. Apply 90# mineral surfaced roofing felt to be solidly mopped to the 30# felt with hot asphalt. Lay with minimum 2" headlap and 6" side lap. Back nail 90# felt with cap or tin tags 12" o.c. IV. Fastening Systems Nail -On Installations: A. All nails should be large headed, 8 penny, corrosion resistant, long enough to penetrate through the sheathing by 3 /4 " . Copper, stainless steel or hot dipped galvanized nails are to be considered to extend the life of the roof. All nails penetrating through the watertight seal should be waterproofed with mastic sealant complying to ASTM D-2822-75, type II. Nail length may vary, depending on the thickness of plywood and exposed ceiling situations where nail exposure is unwanted. B. For steep roof applications above 7/12, additional fasteners may be required, i.e., tile tie systems, nail- locks, wind -locks per manufacturer's specifications (consult local building codes). V. Flashings A. Valleys (select one): 1. Install roll valley minimum 16" width with 6" lap joints. Nail to secure in place as code requires. 2. Install preformed open valley minimum 16" width with minimum 2'!2" high center and minimum 1" metal edge returns. Lap joints minimum 6 ". Secure in place as code requires. B. Dormers, side, chimneys and other vertical wall surface fleshings shall extend upward at least 6" and be completely counter - flashed. Flashing shall extend under the tile a minimum of 5" with a 1" turn up at edge. C. Where sloped roof surface meets the face of vertical wall surfaces at dormers, chimneys and other walls, the flashing shall extend up the facing wall a minimum of 4" and extend downward over the top of the tile a minimum of 5 ". The vertical wall surface shall be completely counter flashed. D. Eave drip metal shall be nailed or stapled along and directly on top of sheeting. fastened 6" o.c. and 1 /2" in from top flange. Lap all joints a minimum of 3 ". VI. Application of Tile A. For mortar or adhesive application, mark horizontal guidelines at 16', which will provide a 2" nominal headlap. B. Adhesive Set Application 1. Apply adhesive material to the underlayment and /or tile in strict compliance with the Product Control Approval. 2. Placement of adhesive shall be in compliance with the detail drawings attached to the Product Control Approval. 3. Adhesives shall comply with the requirements established by local building code and shall have Product Control Approval. 4, The adhesive shall be tested with the tile profile and underlayment system for static uplift performance. C. For nail -on application, mark horizontal guidelines at 16 ", which will provide a nominal 2'/2" headlap. D. Mark all vertical guidelines at 9'/4 ". E. Set first course at 1 6" from the eave. This will provide a 2" overhang at the eave. F. At the eave line clay, mortar, rubber or metal bird stop shall be used to boost the first row of tile, (Note: In high wind and hurricane areas, additional fasteners may be required at the eave course. Consult local building codes for requirements. G. For mortar -on settings, each tile shall be set over a full trowel of mortar placed directly under the projection of the left flat side of the tile. Press tile down firmly to allow wet mortar to fill "Dove Tail Locks" for proper bond, 1, For pitches 4/12 and above, nail eave course with one nail in addition to mortar, Apply plastic cement to seal all nail penetrations. 2. For pitches 6/12 up to and including 7/12, nail every third tile in every fifth course in addition to mortar. Apply plastic cement to seal all nail penetrations. 3. For pitches above 7/12, nail every tile in addition to mortar. H. For nail -on installations, install tile with nails of sufficient length to penetrate the deck by 3 /4 ". For pitches above 6/12, all tiles shall be attached with a minimum of two nails. Seal all nail penetrations with plastic cement. I, At 55' above grade or greater. all tile must be attached with a minimum of two nails in both a nail -on or mortar set installation. J. Fasten and cement all gable rakes at the horizontal guidelines. K. Where tile overlaps flashing, tile must be secured with approved tile adhesive or cemented in place. L. Tile must cut smooth and straight to maintain the proper width in the open valley. Width in the open valleys may vary according to local conditions. It is recommended that the minimum width of exposed metal be 4 M. Where field tile meets the hip nailers, tile should be cut along the hip boards. The joint between the cut tile and the hip nailer shall be sealed neatly with plastic cement, N. All hip and ridge tiles shall be set in a bed of mortar and fastened with a 272" nail. It is then recommended that the mortar be pointed to a clean surface. TECHNICAL DATA Weight Per Tile (nominal) 6 lbs. Pieces Per Square (nominal) 100 Overall Size (nominal) 18" x 10 Maximum Exposed Size (nominal) 16 x 9 Tile Thickness (nominal) 1 /2" Firing Temperature 1742 "F Average Load Strength 650 lbs. Average Water Absorption approximately 7% Note: Due to the nature of clay, slight variation may occur from the above data. Tile measurements should be checked at time of delivery to assure better tile performance. Yi // Ho /Q 74.95` 6ca44.• /-; 30 N. E: ;,�► /z9.17""7"' m° /0 4 /4 /29.9/' /5 /S 49 . 9 7 IV E: 74 95 :Piee l6 /y 18 / s rrE T A/ / ey a2 * .. N 997 �'G.7J , 9i 3r , STREET 5C043: /= /cia . OKSTCH 0J BURYEY The West one -half of Lot 3 and all of Lot 6, Hlook 1, !OAK SHORZO 8E0TtON OHS AMWNDMD, aocording to the Plat thereof, recorded in Plat Book 10, at page 70, of the Publlo cords of Dade aountx,` Plorlda. ledge and belief ae reo© �,� "Y� Oy. x platted under my direotM ?f. , �' . 0rid,#' �7 P.8a h I HZRJI3Y OERTtPY$ That the attaohed "BUTCH ei OP SURVEY' of the above above-dew rdper sy N is true and correct to tha .1)4 100/4 * • •. . timv at .11111111 filgfetti 1.1 (1 . \ /c \ \i / c \ W / «, _ oM \�T « 01-":CddA, \ 1: O4f : .5.z _ ' err f / � .4 f.ONC , SL.A9 W/ TA /0 6 .• K 6 Q /IV;--C,CC/ D "�/� �'�r t 1 ,1 3 C 77 0/V 4. CONC. ="2./-A 4 7` ()/(:4/ vO r /L THRotci// 8 :3/.4 " Ct /A r:1 /iOOCi .4"S1�lYj— t. _ •1 ' 6 COAX:, OL-A8 , (JNLF.4 s /. /.W ' it 4 )(4 1' s< V.2 fad ,/?— 6Rfi /r" 70 AM ir/ /. ca/CRF= r� rv11 G L /Y ,4'% /N I/ (), C <_=• '::. €31418 ,4't - 1 > W //0 r x 6 ,L / !1l5/ A _ / r . (.261.•l ))) 1,4C rff, L!. 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I „ 3 <, 41 1 SF,:=(21"/ 0 V A — A - 1.0 a)clesrir4/,) - c/JA rr,1 /1'00(A/ rig r'7?/...?2 if... „ / 0 //2iil 1:4A.'-;K:f2AN ,.2,14 QC-Li 7 rel - /C/ /V 1)1f ()CAI /:_,P;;" g.(2.7 /C_:. fx7 X" TL/1:1/1" (3•1" / 150 Fri_ 0 1 ) 7 ; / 00X 2"/,; 7"Ai ! =;.;" 1-1 " I • -4- r" t , '1 .= 1) e.:;-i* 721 / 4 x 4 ia;Ci.ci-f,,, 7.Q4777.- Not.")1.7 L S 440 1 / / 11/ /-'/ WfP/C 0 X ir:-V-"V (9/2CM') 1 N 2 la /5- g x - i,2 19 ,3) , poi sr.) ,q471, V4 1.> /145 -5;i: 4 /VaZ) i,AAT CI.Y/1■ f-?/ I rA / A/A/Z..5 1...?;;;;,/ / Y./ A 1.) . I .1y•- ;"--/ - ' v . . N • 7; Err: 1,„, ; ;,i if 4. /2 CA C W () 0 0 t`; ij% P 4- . 1„, ,N A (::_r , c.. ,,-.7,4,/,,r..e... 1, ,.. - - 1-- , , 1 ' I: _ _i_i__ . li: ., I: , r _ ___ . _ _ _t_ - --,--=. i- --"---- - - — -r- /// -,e /0 Li/ .", C ' - T — etiV/ ,-ViJA/L..) 71 f;<Y:;1.., . 3 & \ .•; " AddA—OAd • 1/ 0 • ...0-.449,400.4.00.44moir00.-0124.-0 PR01iCr MO. 3 ANCHOR AND BLOCKING SCHEDULE SIZE MOTH x LENGTH TOTAL NO. Of SOIL ANCHORS TOTAL NO. Of CONC. PADS 14' x 20' 8 16 14' x 22' 8 16 14'x24' 6 16 14'x26' 10 20 14'x28' 10 20 14' ;< 30' 10 20 14' x 32' 12 24 14'x34' 12 24 14' x 36' 12 24 14' x 38' 14 ____ 28 14' x 40' 14 28 14' x 4 2' _ 14 28 14'x44' 16 32 14' x 4 6' 16 32 14'x48' 18 32 14' x 50' 16 .32 20' x 20' 8 16 20' x 22' 8 16 20'x24' 8 16 20'x26' 10 20 - -__ o ___ 20' x 28' -' 10 20'x30' 10 f 20 20' x 32' 12 24 __ __ __ __ 20' x 34' __ - 12 -- 20' x 36' 12 24 20' x •36' 14 28 20' x 40' 14 28 _ 8 ___ _.___ 6 10' x 20' — 2'x44' 18 32 20'x48' 16 32 - 20' x 48' - -- 10 - 16 . - - 20'x50' 16 32 2.0'x52' 18 36 _ 20' x 54' __ 18 36 _2r3, x ___ 18 - - 36 - - . 20' x 58' 20 40 20 _ 8 ~ 40 --- ____ 1 20' x 60' 24'x2' 24'x22' a 16 12' x 8' - - - 10 __- ___ -. - -- 24' x 26' - [ 24' x 30' 10 24 6 L _! _� 12' - - 12' x -18' - -- .r 24' x .34' -- _ 12 1 2 24 __ 24'x36' 12 24 24'x38' 14 28 24'x40' 14 28 24' x 44' 16 .32 24' x 46' 16 32 r- 24'x48' t6 32 2.4' x 50' 16 - 12 - 2- 4 � % 52' -- -- 18 _ _ - 36 24'x54' 18 _ ___ 36 24' x 56' 18 36 24' x 58' 20 40 24' x 80' 20 40 ANCHOR AND BLOCKING SCHEDULE SIZE 'MOTH x LENGTH TOTAL NO. OF SOIL ANCHORS TOTAL NO. OF CONC. PADS k - 6' x 6' 4 i 6' x 8' 4 4 6' x 10' 4 18"xt CANQ E ca (2) CONCRETE (r F)CA1.) - i exe rE PAO 8'xt8* PADS 6'x14' 8 6 L6 11 4 _ 8' x 8' 4 4 8' x 8' 4 ANCHOR AND BLOCKING SCHEDULE SIZE 'MOTH x LENGTH TOTAL NO. OF SOIL ANCHORS TOTAL NO. OF CONC. PADS 6' x 6' 4 4 6' x 8' 4 4 6' x 10' 4 4 8'x12' 6 6 6'x14' 6 8 6' x 16' 6 6 8' x 4' 4 4 8' x 8' 4 4 8' x 8' 4 4 8'x10' 4 4 8' x 12' - 8 6 8' x 14' 6 8 8' x 18' 8 8 8'x18' 6 6 8'x20' 8 8 8' x 22' 8 8 8' x 24' 8 8 8' x 28' 10 10 8'x28' 10 10 8'x30' 10 10 10' x 4' 4 4 10' x 6' 4 4 10' x 8' 4 4 10' 4 3 10' x 14' 6 6 10' x 16' 8 8 _ 10'x18' _ 8 ___ _.___ 6 10' x 20' — _ ___ 10' x 22' 8 8 10' x 24' 8 8 10' x 26' 10 10 _10'x28' 10 10 10' x 3 2' 12 12 10'x34' 12 12 10' x 36' 12 12 10' x 38' 14 14 10'x40' 12' x 4' x 6' 14 14 4 4 4 4 4 12' x 8' 4 12'x10' 12' x 12' 4 4 6 12' x 14' 6 L _! _� 12' - - 12' x -18' - -- 6 ---- -- 3 -- 12'x20' 8 8 12' 12'x24' a 3 10 12' x 26' 10 12'x28' 10 10 12'x30' 10 10 12' x 32' 12 12 12' x .3.4' 12 _ 12 -- __ 12 _ -,. _ 12' x 38' 12 12' 14 14 12' x 40' 14 14 12'x42' 14 14 12' x 44' 18 16 16 12'x48' 16 12'x50' 16 16 REF: 0• \1EDS +QED \S F_05 N01ES: 1. 2. WiliadMar ANCiORS AN0 BLOCKS FOR ThE BU1lDiNG CORNERS 2' FROM THE BUILDING CORNERS. ANC1fORS AND BLOCKS CAN 8£ A IIAXIIfUM DiSTANC= OF 8' APART. ANCHOR AND BLOCKING PLAN (SEE TABLE BELOW) N TS 114 �.i.A4�JGtre�OGt.Mw. y`.i•AR- �<a2.][.i'W.R' MIL. MLa�R• li ✓Nqf.! dolLN.,eWDA�nI.��"t . +rY ....00dY 81.. aw02.......1.m..es.rf.e.at ors. s. 14uST 13E M1HIN P.J. SIDE RAIL CONT.- 1 /8 "x 7/8 1 x4" ALUM. STRAP GRADE --\ 3" MIN. ---- 2 "x4" NALL S 11)0 1"x9" 20 GAUGE GALVANIZED STEEL S (RAP 2'x4" P.T. SOLE PLATE 2'x6" P.T. BASE PLATE ---- EXISilNG CONCRETE SLAB - - --- TYPICAL SECTION FOR F3UI.DINC INSTALLATION ON AN EXISTINQ CONCRETE SLAB CAULK - -- 2 "X4 "STUDS 3/8 "x2 1 /2" BOIL_ f, W /WASHER — 3/4" P.T. PLYWOOD 1LLTIj1IZQ?IJIIV ll]JITI 1 1111.11111111M1 \Nr /` - \�� \1 ( \ / /,\ /, \( \, / /,/ 20 GUAGL X 1 1 /4" GALV. STEE S TRAP (ALTERNATE . TAP) (OR) A\ - - 1/8" WIRE AR- CRAFT CABLE. — 1ANSH, CONC.- ANCF OR HEAD, W/5/8 X - 3" LOK /E3OLT (SEE SCHEDULE) ALTERN ATE ANCHORING DETAIL FOR CONCRE FE PAD NTS 1 — t - - - -; 8" • NTS NTS 3" MIN P. T. SOLE PLATE CON T. — 4 -3/4' - 1/2 ANCHOR BOLT ON 4' CENTERS (MAX) CONCRETE PROVIDED BY OTHERS. 2_" X 4" -- 2" X 4' PLATE 2" X 6" PLATE (P. T.) P. f. FLOOR - JOIST BEYOND (2) 2 x 6 P.T. OR (2) 2 x 4 P.T. OR (1) 4 X 4 P.T. :SKID. EXISTING% CONCRP - :. g 9 At) 4" CONC. SLAE3 (3,000 P.S.I.) - -• W /6X6 10/10 A w. 41, • 7 ___ 1/2" J BOLT EMBEDDED 6' IN CONC. Ar 4' - 0.C., W /2" WASHER. OR 1/2" DYNAOOLT EMBEDDED 6" IN CONC. AT 4' - -0" 0.C., W /2" WASHER. - #5 CON T. TYPICAL SECTION FOR F3IJILDING INSTALLATION ON A CQNCRETE SLABS .x.e.PSa-OlsY•••••swrtL _ - - - r tw.rws.r.Im.anr.ss . crowsw.•.••••• r�oL..+eeWM auNw•.s..rt�r ..a.sJts..mG limn++. 1aa.rwu saa w: amrw4- .LCMeamorasRSS..►erar•N. mar.. -ws ••••■••• at.elw.asa... "u. - •wrrrr c+.ra•.r..eancrs.- sy,.+u.s.wur s.}.+.• a••..sa 1 J 1/2 "O.- s ' . -30" LG. STEEL ROD - - - -- fi.LUING POWER IN NORMAL UNDISTURBED SCiL MIN. PULL CIJ T- =2,500 POUNDS HELIX: 9 GA. x 4 "0 WI 1H 2" PI TCH - - - GRACE -\ "TT 60' - 1" t SINGLE HELIX GROUND ANCHORS NTS As Manufactured By: Ted's Shed:3, Inc. Bonita Springs, Florida 33923 1 -- 800 -771- 0866 2 x 4 STUDS -- P. T. SOLE PLATE CON T., P.T. SIDE RAIL CONT.— 1" MAX. - -- LIZ 1)17T 1 1 ,1Mll:D iajpiTj77llIInuruninu 1 _ � SINGLE HELIX OR CORAL ROCK ANCHOR (SEE DETAIL) N0. APPROYEui GE-R, REG. FL, r 47 - 77,e77/% / \ / 'Cti — 2 -4 "x8 "x16" CONC. L _cc4 �L. OR 20 GUAGE x 1 1 /4" GA V. STEEL STRAP Of 1/8" WIRE AIR - CRc \FT CABLE ANCHOR /BUILDING CONNECTION N• ( (3 \ J NEVISIONS REV. C(;CE DATE PER GLENN CAUD!LL R.E. REVISED REVISED REV1SED 12E \J1SED REVISED --- -__ 1 /2 "0 x 30" LG. STEEL ROD CORAL ROCK ANCHORS NOTES: 1. THESE PLANS ARE IN COMPLIANCE Wl T}3 THE SOUTH FLORIDA BUILDING CODE 1996 f3ROWARD COUNTY ED1110N & DADE COUNTY EDITION. WIND LOADS PER ASCE 7 -88. 2. THESE PLANS ARE IN COMPLIANCE WITFI THE 1997 EDITION OF THE STANDARD BUILDING __CODE, SECTION 1606 FOR WIND VELOCITY CF 110 M.P.H. REV. ADDED NOTE FOR GROUND ANCHORS R.E. 7 -14-00 REV. CODE DATE 8- -9 -99 REV. CODE DATE PER GLENN CAUDILL I2.E. 12 -17 -r9 REV. CODE DATE PER GLENN CAUDILL R.E. 1 - 21 - -98 R. E. R. E. R.E. R.E. R.E. BY DRAAING NOT VAI i!` UNLESS EMBOSSED •1111 J. FERRAt�A, P.E. ENGINEER'S SEAL AND Fist ±NEER NO. 11g35 GRIG:NAL SIGNAILRE N TS 12 -14-91 4 --2 -91 3 -19 -97 2 -19 -91 1 -23-91 3 -1 - -96 - OA TE P. T. FLOOR - JOIST BEYOND (2) 2 x 6 P. T. OR (2) 2 x 4 CR (1) 4 x 4 SKID 4"x16"x16" CONC. 2,300 PSI, PAD (SEE SCHEDULE) DATE: SCALE: sus.. w...a.r,n.e•xr..n.s....a Sul •. .., ._sa..ac.w_,.w:aa..,.,.Y:.aal:. : mu.+ a ua. s. eww. rw a:.+ em owM.. w...n.wra :....awr...m..nua.....is a .:....ora,.+.+«aa••••••..._..., .. • _ ____ .r•n...o-w.av•... a....,o-s.sssz° •- .-- ...••••.is.e.c••••••••••• ti FERRARA ENGINEERING, INC. 200 W. WISCONSIN AVE. - DeLAND, FLORIDA 32720 P.O. 180X 2978 904/734 -8792 MASTER PLANS 'CYPICAL BLOCKING AND ANCHORING DETAILS 1 -27 -94 PROJ. NO. AS SHOWN DRAWING NO. DRAWN BY: 151 Sheet 3 of 3 941943 -'2°' 45 DVS" vri ro 1EC5 5'-E: a�= srAtt Or71DA DEPARTMENT OF COMMUNITY AFFAIRS �r�dlsn3 :re5te S3r9, viClan;, s ,srs'i9C4 ;,orrtm✓n11iQS` iw Juni 27, 2000 Ms Glenn E. Caudill, President Tad's Sheds, Inc. PO Box 249 Bonita Springs, FL 34133 RE 2000 -2001 Annual Renewal Based on the 1997-SEC's Manufacturces I. D. Number; n1.251 This Approval Expires June 30, 2001 Dear Mr. Caudill: It is my pleasure to inform you that the Department of Community Affairs has renewed Ted's Sheds lnc, approval to rtunufacture ward houses, eommeteiAl office buildings, commercial storago buildings and residential lawn storage sheds for installation is Florida. These buildings trust meet the windspeed of the geographic area they ace installed. This renewal is granted pursuant to inspection of you subrrutted plans which were found by this department and your inspection/plans review agency to be in compliance with the applicable codes On site iasullation requircmcnts are spediflcally and entirely referred to focal government. Thcsc requirements must be reasonable and uniformly applied the same is for conventional constrvctioo A state certified building must bear a valid Department of Community Affairs insignia of approva; Tate insignia is evidence to total government that the building is constructed to meet minimum safety standards and is safe, sanitary and structurally sound. A copy of this letter must be attached to the approved plans when malting application for local bu,lding permits. LHJ:sc cc:FSC -`► Sincoroly, wt ce . Jo n Building Official ear H S Codas and Standards Office • 2555 81.)14ARD OAK 438 04 6 S�uncom 2/8.6406 A FAX: (850) 921.073 1R p au cor 221.01;1 ,0 Int•rnit address: hltp: /IHwx state fl.uelcornaft/ r CO A N N $ CMICal 91a It CWJr^ r+.0 C •ca 1t9� Onnwa 1111,4e WI 2 Liarjr4A. Ma.w audo- 4u. Ll 1« A.' Arad Cox* gale Crvr• r atl or1 yAS raoti lotsn 1g W u 'U 6arw+. U4. )11614.4. k 1u4.A- Ll TING AGENCY APPROVAL . ESE PRINTS COMPLY W!'M /14EE FLORIDA MANUf:ACTUR$D BUILDING AOT OF 1979 MORMON CODES AND ADEtERE TO me: FOLLOWING CRtTERlAt • 4orss3 TYPE . VI k cY WN BTt t. AL oWA8LE # p,; cirir Q M.P._t. PIO RAIN; OF - irStY1=R14R YJAU. C1 At LOWABE. FLAD4 LOAD 5Q _t'.6.t . aggrAqu R _ __zi_A$ Hf »D (AVM tiores. L 2. � 1 NG 02tt SPAN i6 3 ° -4• ° 3. . v M C7"NTi t SPAN IS 4•-.0° i „� OYtANMB ON . 4. 8 t1� lam% outwit SPAN 1$ S'-4• NM 1- -o O 4Altaf3 OM !'A e . U1141NG OMNTtik SPAN 1$ 6'«G• VAIN 2' • OyE'RMA G$ !ACN sot ;one* 1'' 4' WIDIt CIO OTN1}0t SPAN IS 3 '-6 . 1WCi'f 4. 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