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797 Mayport Rd SIGN20-0008 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: BEACHES HABITAT FOR HUMANITY INC 797 MAYPORT RD ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: Pablo Beach Builders Inc 13978 Sea Prairie Lane Jacksonville FL 32224 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171795 0000 ATLANTIC BEACH VILLA # 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 797 MAYPORT RD SIGN WALL install vinyl letters above entry & install wall sign $2222.70 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $96.25 FREE STANDING SIGN NO ELECTRIC 455-0000-322-1000 50.3 $127.50 SIGN WITH OR WITHOUT ELECTRIC 455-0000-322-1000 0 $0.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 10/30/2020 PERMIT NUMBER SIGN20-0008 ISSUED: 10/30/2020 EXPIRES: 4/28/2021 SIGN PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.33 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.89 ZONING_SIGN_FEE 001-0000-329-1003 50.3 $220.00 TOTAL: $515.97 2 of 2Issued Date: 10/30/2020 PERMIT NUMBER SIGN20-0008 ISSUED: 10/30/2020 EXPIRES: 4/28/2021 SIGN PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 L_____I ____JI DESCRIPTION ACCOUNT QTY PAID PermitTRAK $515.97 SIGN20-0008 Address: 797 MAYPORT RD APN: 171795 0000 $515.97 BUILDING $192.50 FREE STANDING SIGN NO ELECTRIC 455-0000-322-1000 50 $127.50 BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN REVIEW $96.25 BUILDING PLAN CHECK 455-0000-322-1001 0 $96.25 STATE SURCHARGES $7.22 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.33 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.89 ZONING PLAN REVIEW $220.00 ZONING_SIGN_FEE 001-0000-329-1003 50 $220.00 TOTAL FEES PAID BY RECEIPT: R13991 $515.97 Printed: Friday, October 30, 2020 3:49 PM Date Paid: Friday, October 30, 2020 Paid By: Pablo Beach Builders Inc Pay Method: CREDIT CARD 391049293 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R13991 ~+; CENTRALSQUARE CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 MEMO To: Plan Review From: Dan Arlington Subject: Sign installation Date: May 25, 2016 In addition to meeting the Zoning requirements for size, location, and design, signs must comply with the structural requirements of the Florida Building Code-Building. Construction documents must show the dimensions, material, and required details of construction of the sign and supporting structure, including loads, stresses, and anchors. Permit applications for sign permits must include the following: 1. Design Criteria: Wind speed: 130 mph (Vult), 101 mph (Vasd) Linear interpolation is permitted. Wind Exposure Category: C or D Building height. Wind Design Pressures. 2. Total load on sign, including wind and gravity loads. 3. Wall material and wall section on which sign is installed. Show blocking where required. 4. Manufacturer’s data sheet for fasteners used. 5. Allowable load for each fastener and number of fasteners used. 1609.1.1 Determination of wind loads. Wind loads on every building or structure shall be determined in accordance with Chapters 26 to 30 of ASCE 7 or provisions of the alternate all-heights method in Section 1609.6. 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' f f l 5 $ 1 0 t \ J G G 0 7 2 f J U I . . / / m • \ t l o l a r y f l i t l ; , . s , , , , c m , , 1 d a I I P r o d u c e d l d e n t i f i c a t i o n \ " ' ' S o , : t > . { f / l l r f c « i l m . f ) : d m J u n l Q . l t W T y p e o f f d e n t i f 1 c a t i o n : - ~ " - . . : , . • • • . . . , . . . . . . • • , . · . . . , - , . . . , . - _ . . - _ , . . . . . , . , . . . , . " ' _ . _ / l l m , · · ~ v ~ \ ~ t a t y l l \ i b \ ' l c ~ S t 1 1 e d f l o r i d ; 3 ( ) P r o d u c e d I d e n t i f i c a t i o n 1 \ . . . _ ~ } M y C o m m . & d t t S J u n 1 0 . ) 0 2 1 T y p e o f l d e n U f i e ~ t i o n : - - - . . . . . • . . · , . . · · · • · · · · , . . . , & o _ . , , , . • . , , , , . . » t ' " " • " " " " " - ' " • ' . , " ' . . • • . . • · - ~ Building Permit Application r;J City of Atlantic Beach Building Department 7 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us Updated 10/9/18 ••All INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: 797 Mayport Road Permit Number : ___________ _ Legal Descrtption 31-13 38-2S-29E .33 ATLANTIC BEACH VILLA UNIT 2 LOTS 29,30 BLK 3 RE# 171795 0000 ---------- Va I u at ion of Work (Replacement Cost) $ 'l, 2 2 '2 · i O Heated/Cooled SF _____ Non-Heated/Cooled ____ _ • Class of Work : LJ New r Add1t1on □Alteration □Repair □Move □Demo □Pool □Window/Door ✓SIGN • Use of existing/proposed structure(s): .,{commercial □Residential • If an existing structure, is a fire sprinkler system installed?: □Yes ~o • Will treelsl be removed in association with orooosed oroiect? □Yes (must submit separate Tree Removal Permitl ...J.io Describe In detail the type of work to be performed:Replacing business signs with 3 new signs. Sign ,1 is vinyl leuers on aluminum that will allacl to building above front entry doors. Sign •2 & #3 are 1/2" thick acrylic, painted black that will attach to existing brick wall . Sign 112 will face Mayporl Rd. Sign ,3 will face Saratoga Cir. N. Flonda Product Approval # ___________________ for multiple products use product approval form Property Owner Information Name Beaches Habitat for Humanity -Currtis Ford Address __ 7_97_M_a~YF~o_r_t_R_oa_d ____________ _ City Atlantic Beach State FL Z,p 32233 Phone _9_0-'4-'-2:....4:....1_-l:....2_2_2 _______ _ E-Mail construction@beacheshabitat.org Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ______ _ Contractor Information Name of Company Jacksonville Signs and Graphics Address 9556 Historic Kings Rd South 1304 Office Phone (904) 746 4676 State Certification/Registration It L20000000447 Qualifying Agent Sttphct'\ Pfl8V.Elt City Jacksonville State FL Zip_3_2_25_7 ___ _ Job Site Contact Number-----,---:------------ £. Mail ~ales@jacksonvillesignsandgraphics.com Architect Name & Phone#----------------------------------- Engineer's Name & Phone#---,=-,,==-------------------------------- Workers Compensation Insurer CHUBB OR Exempt n Expiration Date _4~/~1/=20~2~1 ___ _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instal lation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of a ll the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done tn compliance w,th a ll applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND ( ~sonally Known OR ( l Produced ldentificatio Type of Identification:_..:~~~~~~~~~~~~~ [ I Personally Known OR I ~roduced Jdent,ftcat,°"" _ , Type offdent,f,cat,on _ill\"L~ ~ n.&0 Sign #1 Attached to existing building Sign # 2 Attached to existing brick wall Sign # 3 Attached to existing brick wall 797 Mayport Rd. Beaches Habitat for Humanity Replacement Signs Site Plan 1 I J Sign #1 Vinyl letters on aluminum Sign # 2 1/2” thick acrylic, painted black Sign # 3 1/2” thick acrylic, painted black Beaches Habitat for Humanity Replacement Signs 2 8’ - 1 0 ” 7’ - 1 1 / 2 ” 8’-1 1/2” 8’-8” 5’ - 8 ” 5’ - 8 ” 9’-11” 18”18” 8’-1 ¹/8’-1 ¹/22”” T : ~ Beaches : {fff Habitat for Humanity· ..., __________________________________ i • • .. ► ;--.. -- ~-------------t-·-----------◄ :~)Beaches w·i • • • ~ Habitat , ... . ,- Mayport Road Face 92' ~--------------------------~ ~ : Beaches 30 i • I Habitat l for Humanity ® Saratoga Circle N. 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F l o r i d a l ' r o d u c t A p p r o v a l # , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ f o r m u l t i p l e p r o d u c t s u s e p r o d u c t a p p r o v a l f o r m P r o p e r t y O w n e r I n f o r m a t i o n N a m e B e a c h e 9 H a b i t a t f o r H u m a n i t y • C u r t i s F o r d C i t y A t l a n t i c B e a c h s t a t e F L A d d r e s s 7 9 7 M a y p o r t R o a d Z i p 3 2 2 3 3 P h o n e _ 9 _ _ _ 0 _ _ 4 - ' _ _ 2 _ _ 4 _ _ 1 _ · 1 . . . . 2 2 = 2 _ _ _ _ _ _ E - M a i l c o n s t r u c t J o n @ b e a ~ b e ~ b a b J t a t o r g O w n e r o r A g e n t ( I f A g e n t , P o w e r o f A t t o r n e y o r A g e n c y L e t t e r R e q u i r e d ) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C o n t r a c t o r I n f o r m a t i o n N a m e o f C o m p a n y P a b l o B e a c h B u i l d e f f l Q u a l i f y i n g A g e n t C h a r j e s O I X Q O A d d r e s s 1 3 9 7 8 S e a P r a i r i e L N C i t y J a c k s o n v i l l e S t a t e F L Z i p 3 2 2 2 4 O f f i c e P h o n e _ _ _ _ _ _ _ _ _ _ _ _ _ _ J o b S l t e C o n t a ~ t N u m b e r _ A , 9 0 4 • 3 ~ 1 2 0 1 ~ , ~ S t a t e C e r t i f i c a t i o n / R e g i s t r a t i o n # C B C 0 4 2 3 9 Q E - M a i l C 1 - . . s , , . { , e 4 a J 7 > , ; ; 9 . & s c 1 - P k • l d t , . - s , C o , , , _ A r c h i t e c t N a m e & ! ' h o n e # _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E n g i n e e r ' s N a m e & ! > h o n e t i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W o r k e r s C o m p e n s a t i o n I n s u r e r _ _ _ _ _ _ _ _ _ _ _ _ _ O R £ K e m p t J ( E x p i r a t i o n D a t e _ _ _ _ _ _ _ _ A p p l i c a t i o n i s h e r e b y m a d e t o o b t a i n a p e r m i t t o d o t h e w o r k a n d i n s t a l l a t i o n s a s i n d i c a t e d . I c e r t i f y t h a t n o w o r k o r i n s t a l l a t i o n h a s c o m m e n c . e d p r i o r t o t h e i s s u a n c e o f . a p e r m i t a n d t h a t a l l w o r k w i l l b e p e r f o r m e d t o m e e t t h e s t a n d a r d s o f a 1 1 t h e l a w f > r e g u l a t i n g c o n s t r u c t i o n i n t h i s j u r i s d i c t i o n . I u n d e r s t a n d t h a t a s e p a r a t e p e r m i t m u s t b e s e c u r e d f o r E L E C T R I C A L W O R K , P l U M B I N G , S I G N S , W E L L S , P O O l S , F U R N A C E S , B O I L E R S , H E A T E R S , T A N K S , a n d A I R C O N O I T I O N E R S , e t c . N O T I C E : 1 1 1 a d d i t i o n t o t h e r e q u i r e m e n t s o f t h i s p e r m i t , t h e r e m a y b e a d d ~ i o n a l r e s t r i c t i o n s a p p l i c a b l e t o t h i s p r o p e r t y t h a t m a y b e f o u n d i r , t h e p u b l i c r e c o r d s o f t h i s c o u n t y , a n d t h e r e m a y b e a d d i t i o n a l p e r m i t s r e q u i r e d f r o m o t h e r g o v e r n m e n t a l e n t i t i e s s u c h a s w a t e r m a n a g e m e n t d i s t r i c t s , s t a t e a g e n c i e s , o r f e d e r a l a g e n c i e s . O W N E R ' S A F F I D A V I T : I c e r t i f y t h a t a l l t h e f o r e g o i n g i n f o r m a t i o n i s a c c u r a t e a n d t h a t a l l w o r k w i l l b e d o n e i n e < : > m p l l a n c e w i t h a l l a p p l i c a b l e l a w s r e g u l a t i n g c o n s t r u c t i o n a n d t o n i n g , W A R N I N G T O O W N E R : Y O U R F A I L U R E T O R E C O R D A N O T I C E O F C O M M E N C E M E N T M A Y R E S U L T I N Y O U R P A Y I N G T W I C E F O R I M P R O V E M E N T S T O Y O U R P R O P E R T Y . I F Y O U I N T E N D O R E O M M E N C E M E N T . S i g n e d a n d s w o r n t o ( o r a f f i r m e d ) b e f o r e m e t h i s J . h \ d a y o f O c - ' o k l e e , i x O Z i l • ; : i : ' : ; f : ; , t ! u ; : a . , f } f ( S i g n a t u r e o f N o t • ~ ) . , , • • ~ " " • • . . , J O l ' C E W . i l U R W , t A N ~ r s . o n a l l y K n o w n O R : / m ; N c i t a r y M : l ! C - S b t ~ " F J c r i d a , ) P r o d u t e d I d e n t i f i c a t i o n ( • • • ! C < 1 1 r f f l - u i o n J G G 0 7 l 9 1 1 f f - , , ~ • V J j M y ( o m 1 T 1 , E Q ) i t f ' S J 1 S 1 1 1 0 . 2 0 l 1 T y p e o f d e n t i i c : : a t i o n : - - - ~ - . . , ~ . . , ~ . . . . ~ 0 c a , ~ • • W 1 1 • 1 t " " 5 , . _ . , . N ' l l l , . - t - S i g n e d a n d s w o r n t o ( o r a f f i r m e d ) b e f o r e m e \ ~ i s U : : , d a y o f { q t , , ( b , . - , Z < > ' X > . b y . ( ( , v { ; c _ / J / ; c , , - j l ~ r s o n a l l y K n o w n O R I I P r o d u c e d I d e n t i f i c a t i o n T y p e o f l d e n t i f i c : : a l i o n ; . . . . . . . . . / 1 - - - - - - : - ~ ~ t S i g l ' \ a t v r e Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________ Revision to Issued Permit OR Corrections to Comments Date: ________________ Project Address: ____________________________________________________________________________________ Contractor/Contact Name: ____________________________________________________________________________ Contact Phone: ______________________________ Email: _________________________________________________ Description of Proposed Revision / Corrections: __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name)  Will proposed revision/corrections add additional square footage to original submittal? No Yes (additional s.f. to be added: _____________________________)  Will proposed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________________________________________ __________________________________________________________________________________________________ (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $_______________ Revision/Plan Review Comments_______________________________________________________________________ __________________________________________________________________________________________________ Department Review Required: Building _____________________________________________ Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities _____________________________________________ Public Safety Date Fire Services Updated 10/17/18 SIGN20-0008 09/29/2020 797 Mayport Road Beaches Habitat for Humanity (904) 241-1222 construction@beacheshabitat.org Included additional information that was missing from the orginal submittal. Sign information and fastner detail. Beaches Habitat for Humanity 4 4 4 □ □ □ □ □ □ □ □ 88 Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com Blue Climaseal™ 410 Stainless Steel ADVANTAGES n Works in all masonry base materials. n Fast and easy—3 anchors per minute. n No hole spotting or inserts required. n Removable. n Slotted hex and phillips flat head styles. n Extended corrosion protection— Blue Climaseal ™. n Available in 410 Stainless Steel. Blue Climaseal™ provides extended corrosion protection Available in 410 Stainless Steel (see photo on left) Hex Head style on Tapcon Anchors is available for majority of ixture anchoring needs Phillips Flat Head style is available when lush seating is necessary in countersink applications Advanced Threadform cuts into concrete and masonry for reduced installation torque and increased pullout performance Lengths of Tapcon Anchors range from 1-1/4” to 4” in 3/16” and up to 6” in 1/4” diameters. Nail-Type Point guides the anchor into the pre-drilled hole. Excellent for wood to concrete applications Tapcon Anchors The “original masonry” anchor that cuts its own threads into concrete, brick, or block. Maximum performance is achieved because the Tapcon Anchor, the Condrive Installation Tool, and the carbide-tipped Tapcon Drill Bits are designed to work as a system. It is essential to use the Condrive tool and the correct drill bit to assure consistent anchor performance. DESCRIPTION/SUGGESTED SPECIFICATIONS Tapcon Anchors— SPECIFIED FOR ANCHORAGE INTO CONCRETE, BRICK OR BLOCK ® Tapcon® is a registered trademark of Buildex, a divison of Illinois Tool Works, Inc. CORROSION RESISTANCE Kesternich Results (DIN 40018 2.OL) 30 Cycles - 10% or less rust Salt Spray Results (ASTM B117) 720 Hrs - 10% or less rust Tapcon Concrete and Masonry Anchors CONCRETE ANCHORING SPECIALISTS ® --Q.31ED HEAD" II 111111111111111' 89Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com Read installation instructions before using! If there are any questions concerning proper installation, applications or appropriate use of this product, please call our Technical Services Department at 1-800-848-5611. Failure to follow these instructions can result in serious personal injury. 1. Select proper fastener – diameter / head style / length. a) Use selection chart to choose proper length. 2. Drill Hole – use selection chart to determine drill bit length and depth of hole. a) Choose appropriate drill of Tapcon Anchor. b) Drill hole minimum ¼” deeper than Tapcon Anchor to be embedded. Minimum anchor embedment: 1” Maximum anchor embedment: 1-3/4” 3. Drive Anchor. INSTALLATION STEPS Tapcon® Anchors APPROVAL/LISTINGS Fixture Thickness—determine the ixture thickness to be anchored Anchor Embedment—with a minimum recommended embedment of 1”, the correct Tapcon anchor choice can be made. Hole depth must be a minimum 1/4” deeper than the anchor embedment to allow for displaced material Hole Diameter—proper hole diameter is very important to insure consistent performance and maximum pullout strength. 3/16” anchors require 5/32” diameter bits, and 1/4” anchors require 3/16” diameter bits APPLICATIONS The Tapcon Anchor is especially well suited for window and door frames because it performs well in block, is available in a lat head style, and is fast to install. Many horizontal or “wall” applications are attached with Tapcon Anchor because it is removable and works well in block and brick. The picture shows the Condrive 1000 Installation Kit in action. The kit makes for fast and easy change over from drill bit to driver and controls the driving torque to prevent thread stripping and head snapping in hard base materials. FEATURES Head Styles 3/16” diameter has a 1/4” slotted hex washer head (HWH) 1/4” diameter has a 5/16” slotted hex washer head (HWH) 3/16” diameter uses a #2 phillips lat head (PFH) 1/4” diameter uses a #3 phillips lat head (PFH) WARNING: WARNING: WARNING: Failure to wear safety glasses with side shields can result in serious personal injury. Always wear ANSI compliant eye protection (ANSI Z87.1-2003). Using the wrong size drill bit will affect performance values and may cause failure. Blue Climaseal™ ICC Evaluation Service, Inc. – ESR-1671 ICC Evaluation Service, Inc. – ESR-2202 Miami-Dade County – NOA #12-0816.06 Florida Building Code 410 Stainless Steel Miami-Dade County – NOA #12-0816.06 Florida Building Code For the most current approvals/listings visit: www.itw-redhead.com"1 j ·--. . , l L! J - Lb. ~s, iiMflfflmiiB ®D ~ ~bREDHEAD' 90 Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com SELECTION CHARTS Tapcon® 410 SS Anchor Tapcon® SDS Bits FIXTURE THICKNESS INCHES RECOMMENDED TAPCON LENGTH In. (mm) PART NO. 1/4” HEX HEAD PART NO. 3/16” FLAT HEAD PART NO. 1/4” FLAT HEAD BIT LENGTH In. (mm) STRAIGHT SHANK BITS FOR 3/16” TAPCON PART NO. STRAIGHT SHANK BITS FOR 1/4” TAPCON PART NO. 0” – 1/4” 1-1/4 (31.8) 3367907 3434907 3373907 3-1/2 (88.9) 3095910 3098910 1/4” – 3/4” 1-3/4 (44.5) 3368907 3418907 3374907 3-1/2 (88.9) 3095910 3098910 3/4” – 1-1/4” 2-1/4 (57.2) 3369907 3419907 3375907 4-1/2 (114.3) 3096910 3099910 1-1/4 – 1-3/4” 2-3/4 (69.9) 3370907 3420907 3376907 4-1/2 (114.3) 3096910 3099910 1-3/4” – 2-1/4” 3-1/4 (82.6) 3371907 - 3377907 5-1/2 (139.7) 3097910 3100910 2-1/4” – 2-3/4” 3-3/4 (95.3) 3372907 3422907 3378907 5-1/2 (139.7) 3097910 3100910 2-1/2” – 3” 4 (101.6) 3459907 N/A N/A 5-1/2 (139.7) N/A 3100910 3-1/2” – 4” 5 (127.0) 3460907 N/A N/A 6-1/2 (165.1) N/A 3102910 4-1/2” – 5” 6 (152.4) N/A N/A N/A 7-1/2 (190.5) N/A 3461907 Diameter............3/16” and 1/4” Thread Form.....Original Notched Hi-Lo™ Point Type.........Nail Finish.................410 Stainless Steel with Silver Climaseal™ All boxes of Tapcon anchors come packaged with matching carbide-tipped bit. Tapcon is packaged 100 pieces per box and 500 pieces per master carton except 3461907 (400 in master carton). PART NUMBER DESCRIPTION 3311910 7” (SDS Rotohammer Bits for use with 3/16” Tapcon) 7901060 5” (SDS Rotohammer Bits for use with 1/4” Tapcon) 3101910 7” (SDS Rotohammer Bits for use with 1/4” Tapcon) Ultimate Tension and Shear Values (Lbs/kN) in Concrete Tapcon® Anchors PERFORMANCE TABLE ANCHOR DIA. In. (mm) MIN. DEPTH OF EMBEDMENT In. (mm) f’c = 2000 PSI (13.8 MPa) f’c = 3000 PSI (20.7 MPa) f’c = 4000 PSI (27.6 MPa)f’c = 5000 PSI (34.5 MPa) TENSION Lbs. (kN) SHEAR Lbs. (kN) TENSION Lbs. (kN) SHEAR Lbs. (kN) TENSION Lbs. (kN) SHEAR Lbs. (kN) TENSION Lbs. (kN) SHEAR Lbs. (kN) 3/16 (4.8) 1 (25.4) 600 (2.7) 720 (3.2) 625 (2.8) 720 (3.2) 650 (2.9) 720 (3.2) 800 (3.6) 860 (3.8) 1-1/4 (31.8) 845 (3.7) 720 (3.2) 858 (3.8) 720 (3.2) 870 (3.9) 720 (3.2) 1,010 (4.5) 860 (3.8) 1-1/2 (38.1) 1,090 (4.8) 860 (3.8) 1,090 (4.8) 860 (3.8) 1,090 (4.8) 860 (3.8) 1,220 (5.4) 860 (3.8) 1-3/4 (44.5) 1,450 (6.5) 870 (3.9) 1,455 (6.5) 870 (3.9) 1,460 (6.5) 990 (4.4) 1,730 (7.7) 990 (4.4) 1/4 (6.4) 1 (25.4) 750 (3.3) 900 (4.0) 775 (3.4) 900 (4.0) 800 (3.6) 1,360 (6.1) 950 (4.2) 1,440 (6.4) 1-1/4 (31.8) 1,050 (4.7) 900 (4.0) 1,160 (5.2) 900 (4.0) 1,270 (5.6) 1,360 (6.1) 1,515 (6.7) 1,440 (6.4) 1-1/2 (38.1) 1,380 (6.1) 1,200 (5.3) 1,600 (7.2) 1,200 (5.3) 1,820 (8.1) 1,380 (6.1) 2,170 (9.7) 1,670 (7.4) 1-3/4 (44.5) 2,020 (9.0) 1,670 (7.4) 2,200 (9.8) 1,670 (7.4) 2,380 (10.6) 1,670 (7.4) 2,770 (12.3) 1,670 (7.4) Safe working loads for single installation under static loading should not exceed 25% of the ultimate load capacity. Diameter............3/16” and 1/4” Thread Form.....Advanced Threadform Technology™ Point Type.........Nail Finish.................Blue Climaseal™ All boxes of Tapcon anchors come packaged with matching carbide-tipped bit. Tapcon is packaged 100 pieces per box and 500 pieces per master carton except 3205407 and 3203407 (400 in master carton). FIXTURE THICKNESS INCHES RECOMMENDED TAPCON LENGTH In. (mm) PART NO. 3/16” HEX HEAD PART NO. 1/4” HEX HEAD PART NO. 3/16” FLAT HEAD PART NO. 1/4” FLAT HEAD BIT LENGTH In. (mm) STRAIGHT SHANK BITS FOR 3/16” TAPCON PART NO. STRAIGHT SHANK BITS FOR 1/4” TAPCON PART NO. 0” – 1/4” 1-1/4 (31.8) 3139407 3153407 3169407 3183407 3-1/2 (88.9) - 3098910 1/4” – 3/4” 1-3/4 (44.5) 3141407 3155407 3171407 3185407 3-1/2 (88.9) - 3098910 3/4” – 1-1/4” 2-1/4 (57.2) 3143407 3157407 3173407 3187407 4-1/2 (114.3) 3096910 3099910 1-1/4 “ – 1-3/4” 2-3/4 (69.9) 3145407 3159407 3175407 3189407 4-1/2 (114.3) 3096910 3099910 1-3/4” – 2-1/4” 3-1/4 (82.6) 3147407 3161407 3177407 3191407 5-1/2 (139.7) 3097910 3100910 2-1/4” – 2-3/4” 3-3/4 (95.3) 3149407 3163407 3179407 3193407 5-1/2 (139.7) 3097910 3100910 2-1/2” – 3” 4 (101.6) N/A 3165407 3181407 3195407 5-1/2 (139.7) 3097910 3100910 3-1/2” – 4” 5 (127.0) N/A 3167407 N/A 3197407 6-1/2 (165.1) N/A - 4-1/2” – 5” 6 (152.4) N/A 3205407 N/A 3203407 7-1/2 (190.5) N/A 3206910 Additional Tapcon bits are available 10 per tube. Tapcon® Anchors with Blue Climaseal™ All SDS bits are sold individually. inwRed Head" ~REDHEAD" 91Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com Condrive 1000 Spare Parts DESCRIPTION/SUGGESTED SPECIFICATIONS Condrive 1000 Installation Tool— SPECIFIED FOR ANCHORAGE INTO CONCRETE, BRICK OR BLOCK The key to Tapcon’s fast and easy installation is the multi-purpose Condrive Installation Tool. The drive sleeve, along with the hex head and phillips sockets provide the installer with the lexibility necessary for the complete variety of Tapcon applications (tool does not include drill bit). Condrive® 1000 - A multi-purpose tool designed for installation of Tapcon hex head and Phillips lat head anchors up to 3-3/4” long. If driving hex head Tapcon, driver will automatically disengage. The Condrive 1000 has a reusable plastic case. Condrive Tools are designed to speciically install Tapcon Anchors and to it standard hammer drills. APPLICATIONS The picture shows the Condrive 1000 Installation Kit in action. The kit makes for fast and easy change over from drill bit to driver and controls the driving torque to prevent thread stripping and head snapping in hard base materials. Tapcon® Condrive 1000 Tool Kit (D) (E)(C) (B) (A)Part No. C1000 (Does not include drill bit) Ultimate Tension and Shear Values (Lbs/kN) in Hollow BlockTapcon® Anchors PERFORMANCE TABLES Magnetic ANCHOR DIA. In. (mm) ANCHOR EMBEDMENT In. (mm) LIGHTWEIGHT BLOCK MEDIUM WEIGHT BLOCK TENSION Lbs. (kN) SHEAR Lbs. (kN) TENSION Lbs. (kN) SHEAR Lbs. (kN) 3/16 (4.8) 1 (25.4) 220 (1.0) 400 (1.8) 340 (1.5) 730 (3.2) 1/4 (6.4) 1 (25.4) 250 (1.1) 620 (2.8) 500 (2.2) 1,000 (4.4) Safe working loads for single installation under static loading should not exceed 25% of the ultimate load capacity. NOTE: 3/16” Tapcon requires 5/32” bit, 1/4” Tapcon requires 3/16” bit. PART NO.DESCRIPTION QTY/WT (A) 7901001 Drill Adapter 1/.06 (B) 7901002 Sleeve 1/.01 (C) 7901006 3/16” Socket 1/.04 (D) 7901007 1/4” Socket 1/.05 (E) 7901010 Phillips Socket 1/.44 Allowable Edge and Spacing DistancesTapcon®Anchors PARAMETER ANCHOR DIA. In. (mm) NORMAL WEIGHT CONCRETE CONCRETE MASONRY UNITS (CMU) FULL CAPACITY (Critical Distance Inches) REDUCED CAPACITY (Minimal Distance Inches) LOAD REDUCTION FACTOR FULL CAPACITY (Critical Distance Inches) REDUCED CAPACITY (Minimal Distance Inches) LOAD REDUCTION FACTOR Spacing Between Anchors - Tension 3/16 1/4 3 4 1-1/2 2 0.73 0.66 3 4 1-1/2 2 1.00 0.84 Spacing Between Anchors - Shear 3/16 1/4 3 4 1-1/2 2 0.83 0.82 3 4 1-1/2 2 1.00 0.81 Edge Distance - Tension 3/16 1/4 1-7/8 2-1/2 1 1-1/4 0.83 0.82 4 4 2 2 0.91 0.88 Edge Distance -Shear 3/16 1/4 2-1/4 3 1-1/8 1-1/2 0.70 0.59 4 4 2 2 0.93 0.80 For SI: 1 inch = 25.4 mm ADVANTAGES n Fast change from drilling to driving n Eliminates need to change out chucks and bits n Eliminates need for two tools n Special nut driver is recessed for torque control to reduce head breakage _,... nulMllllf ~blEDIEAD' 20 s q ft MARK DISOSWAY , PE 163 SW Midtown Pl, Ste 103 Lake City, Florida 32025 Fl o r i d a fl g s e a l o r r u b b e r s t a m p - s i z e 1 7 / 8 " ; 386-754-5419 FLPE53915 3/ 8 o r 1 / 2 T h r u B o l t S t r u c t u r a l W a l l 5 0 0 3/ 8 " o r 1 / 2 " b o l t , n u t , w a s h e r t h r u w a l l ; C M U , b r i c k , c o n c r e t e , 2 x 4 o r u n i s t r u t b a c k e r 3/ 8 o r 1 / 2 T h r u B o l t W o o d S h e a t h i n g 1 0 0 3/ 8 " o r 1 / 2 " b o l t , n u t , a n d w a s h e r t h r u 1 / 2 " O S B o r p l y w o o d s h e a t h i n g Se e 3/ 8 " L a g S h i e l d C o n c r e t e 2 0 0 3 / 8 - 1 6 s c r e w i n 5 / 8 " ho l e , t a p a n c h or f l u s h . Ta b l e 3/ 8 " L a g S h i e l d G r o u t F i l l e d C M U 5 0 3 / 8 - 1 6 s c r e w i n 5 / 8 " h o l e , t ap a n c h o r f l u s h . 9/17/2020 1/ 4 " T a p c o n C o n c r e t e 17 1 1 / 4 " T a p c o n , m i n 1 . 5 " e m b e d m e n t , p r o t e c t fr o m m o i s t u r e . 1/ 4 " T a p c o n G r o u t F i l l e d C M U 2 1 1 / 4 " T a p c o n , m i n 1 . 2 5 " e m b e d m e n t , pr o t e c t f r o m m o i s t u r e . #1 2 M e t a l S c r e w 2 0 g a C F S F r a m e 8 3 # 1 2 - 1 4 S e l f - d r i l l i n g s c r e w s 3 t h re a d s t h r u 2 0 g a s t e e l f r a m e . #1 2 W o o d S c r e w 5 / 8 " S h e a t h i n g 7 7 # 1 2 - 1 4 w o o d s c r e w o r S M S i n t o 5 / 8 " O S B o r p l y w o o d s h e a t h i n g . -3 1 p s f Ti m b e r S c r e w W o o d F r a m i n g 1 7 0 F a s t e n M a s t e r T i m b e r L O K , 1 / 4 " t h r e a d w o o d s c r e w 1 . 2 5 " i n w o o d 22 p s f 1/ 4 " T o g g l e B o l t C M U o r D e n s g l a s 5 3 T o g g l e B o l t, P o w e r s s p ri n g - w i n g, i n C M U , O S B , o r 5 / 8 " D e n s G l a s s . 10 1 m p h 1/ 2 " S l e e v e A n c h o r Co n c r e t e o r G r o u t Fi l l e d C M U 19 0 1 / 2 " H I L T I H L C - H o r H L C - H X 3 0 4 S S 3 / 8 S l e e v e A n c h o r , 1 . 5 " e m b e d 0. 9 8 1/ 2 " L i b e r t y T o g g l e H o l l o w C M U 3 6 0 D F S L i b e r t y A n c h o r , 1 / 2 " s t e e l r od , 1 / 2 " r e t a i n i n g r o d , t h r u w a l l . -1 . 4 3/ 8 " S t u d G l u e d S o l i d W a l l M a t ' l 5 0 3/ 8 " t h d r o d s t u d g l u e d i n s o l i d w a l l m a t ' l , H i l t i H I T - H Y - 2 7 0 , o r e q u a l . 0. 8 5 7 Pi n S t u d T h r u S t r u c t u r a l W a l l 1 0 0 3 / 1 6 " p i n - s t u d , n u t , a n d w a s h e r t hr u s t r u c t u r a l w a l l o r 2 x 4 b l o c k i n g 0 . 0 25 Pi n S t u d G l u e d S o l i d W a l l M a t ' l 2 5 3/ 1 6 " p i n - s t u d g l u e d i n s o l i d w a l l m a t ' l , L I Q U I D N A I L S F U Z E - I T , L N - 2 0 0 0 1. 0 5p s f 4 4 4 4 4 4 M i n F a s t e n e r s 62 0 W i n d   F o r c e 20 N e t   A r e a   s q f t 10 0 10 0 10 0 10 0 10 0 10 0 %   N e t   A r e a 0 0 0 0 0 2 0A R E A  S Q .F T . For one sign each type at this location. CA L C U L A T I O N : M i n i m u m N u m b e r o f F a s t e n e r s Ev e n l y S p a c e d O v e r W h o l e S i g n ( F a s t e n e r s = W i n d F o r c e o n W h o l e S i g n A r e a / F a s t e n e r A l l o w a b le T e n s i o n ) US E M O R E F A S T E N E R S I F T H E S I G N NE E D S I T ! O N L Y A T T A C H T O S T R U C T U RA L W A L L M A T E R I A L ( U N O ) . S h a p e a n d s t r e n g t h o f s i g n ma y r e q u i r e m o r e f a s t e n e r s . E x a m p le : " I " m a y n e e d 2 f a s t e n e r s , "J " - 3 , " H " - 4 , " W " - 5 ; a n d 1 / 8 " t h i c k p l a s t i c m a y n e e d m o r e f a s t e n e r s t o a v o i d be n d i n g . F o l l o w s i g n m a n u f a c t u r e r ' s i n s t r u c t i o n s a n d c o d e r e q u i re m e n t s f o r p l a c e m e n t o f f a s t e n e r s. A t l e a s t p u t o n e i n e a c h c o rn e r t o p a n d bo t t o m . R a c e w a y s i g n f a s t e n e r s s p ac e d e v e n l y i n t w o r o w s 5 - 7 " a p a r t , h a l f o n t o p r o w , a n d h a l f o n b o t t o m r o w . P l a c e r a c e w a y on c e n t r o i d l i n e of s i g n o r i n c r e a s e f a s t e n e r s b y ( o f f s e t " + 3 " ) / 6 " . F o l l o w f a s t e n er m a n u f a c t u r e r ' s i n s t r u c t i o n s a n d c o d e r e q u i r e m e n t s f o r i n s t a l la t i o n . SI G N I N S T A L L E R IN S T R U C T I O N S 3. E v e n l y s p a c e f a s t e n e r s o v e r w h o l e s i g n a r e a . 2. S e l e c t f a s t e n e r f or w a l l s t r u c t u r e . 1. V e r i f y ( s q . f t . ) ( f l u s h , r a c e w a y , o r p i n ) ( s o l i d a r e a o r l e t t er s ) IM P O R T A N T - A d h e s i v e s a r e s t r o n g b u t n o n e h a v e c o d e a p p r o v a l f o r s t r u c t u r a l a p p l i c a t i o n s . S i g n i n s t a l l e r m u s t t e s t g l u e d s t u d c o nn e c t i o n st r e n g t h . P e r I B C 1 7 0 4 p u l l o n f a s t e n e r 2 . 5 * A l l o w a b l e T e n s i o n . U s e t r i p o d , g a m e s c a l e , a n d h o o k s . si g n e n g i n e e r i n g @ g m a i l . c o m 6t h E d i t i o n F L O R I D A B U I L D I N G C O D E (2 0 1 7 ) ref 2015 IBC, ASCE 7-10 This seal for structural engineering per scope of work (Fasteners only) Si g n A r e a Wi n d F o r c e o n S i g n ; F = P a s d * N e t S i g n A r e a Wi n d P r e s s u r e ; P a s d = Q h a s d * G c p , A S D , C & C , A S C E 7 - 1 0 , E q 3 0 . 4 - 1 Ve l o c i t y P r e s s u r e ; Q h a s d = . 0 0 2 5 6 * K z * K z t * K d * V a s d ^ 2 , A S C E 7 - 1 0 , E q . 3 0 . 3 - 1 797 Mayport Rd Atlantic Beach, FL 32233 - Pu l l Fa s t e n e r I n s t a l l a t i o n Mi n i m u m F a s t e n e r s f o r W h o l e S i g n (U s e M o r e i f S i g n N e e d s I t ) Fa s t e n e r L O G O B e a c h e s H a b i t a t f o r H u m a n i t y Basic Wind Speed, Ult imate, mph, from ASC E7-10, Fig26.5-1A, Risk II; or Fig.26.5-1B, Risk III&IVII, Normal hazard to human life; III, Substantial hazard to hum an life; IV, Essential, emergency, critical Pi n (L e t t e r s ) -- - WI N D L O A D C A L C : A S C E 7 - 1 0 , S e c t i o n 2 9 . 4 . 2 , “ S o l i d A t t a c h e d S igns”Beaches Habitat for Humanity C & C w i n d p r e s s u r e o n s o l i d s i g n a t t a c h e d f l a t a g a i n s t w a l l o r p a r a l l e l t o w a l l , < 3 ’ f r o m su r f a c e a n d > 3 ’ f r o m e d g e , e q u a l s w a l l w i n d p r e s s u r e f r o m A S C E 7 - 1 0 , S e c t i o n 3 0 . 4 . Se e T a b l e To p o g r a p h i c F a c t o r ; K z t = 1 f o r f l a t g r o u n d , n o h ill, ri dge, or escarpment >15' - Wind Exposure C, No unobstructed area within 1200ft; Wind Exposure D, Unobstructed area upwind Sign Height Above Ground, ft, H; Sign cannot be higher than top of wall or 60'. For multiple signs use worst case.Gross Sign Area, sq.ft., means the overall area surrounding and including all sign letters and logos. II Ri s k C a t e g o r y 13 0 C 30 Wi n d S p e e d Ex p o s u r e Si g n H e i g h t Wa l l S t r u c t u r e Si g n W e i g h t ; m u s t b e l e s s t h a n 5 p o u n d s p e r s q .ft. net area. Ve l o c P r e s E x p o s C o e f f ; K z = 2 . 0 1 * ( H / 900)^(2/9.5)ExpC, (700&11.5),T30.3-1 Ex t e r n a l P r e s s u r e C o e f f ; G C p = - 1 . 4 ( < 6 0 f t ) - 1 . 8 ( > 6 0 f t ) Zone 5, 1ft2 area, ASCE7-10, Fig30.4-1 Wi n d D i r e c t i o n F a c t o r ; K d = . 8 5 f o r a t t a c h e d s i g n s , A S C E 7 - 1 0 , T a b l e 2 6 . 6 - 1 In t e r n a l P r e s s u r e C o e f f ; C p i = 0 , s i g n f l a t against wall, ASCE7-10,Sec29.4.2 Wi n d S p e e d ; V a s d = s q r t ( V u l t ^ 2 * . 6 ) , f o r a l l o w a b l e s t r e s s d e s i g n Jacksonville Signs & Graphics Job # 201024 WALL SIGN Flat on wall max 12" thick. SCOPE OF WORK ENGINEERING: Calculation of minimum fasteners, ONLY. (See equation)This seal IS NOT: architecture, electric, or structure of sign and wall. By using this engineering sign installer, manufacturer, and owner agree to: 1. Select fastener from table based on wall structure. 2. Install fasteners per fastener manufacturer instructions in locations required by sign manufacturer; this may mean more fasteners are required than shown in table . 3. Make sure sign and wall meets building code, sign code, and UL. Verify stated wind (speed, risk, exp, topo), sign (size, area, location on wall, max weight), wall (materials and construction).PASTED IMAGES, DETAILS, DRAWINGS, AND NOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED. They were pasted in at customer's request to help relate fastener engineering to the job. Fa s t e n e r   D e t a i l Q .. , ~ Ad v a n t a g e Pl u m b i n g T i et j e n Te c h n o l o g i e s Fo r , , , , . 9 Q 1 3 ft t ot e , , s / """" ' I I "'~· · - ..... Ap p l i a n c e Ma r t Be a c h e s Ha b i ta t Ap p l i a n c e sl o f e fo r Hu m a n i t y t ;g h t w a y Au t o Sa l e s ~ Us e d ca r de a l e r 92" Q 9 Th e Kl o t z Gr o u p §' o f Co m p a n i es ~ - - - - - - - - - - - - - - - - - - - - - - - - - - ~ ~ - - - - - - - - - - - - - - - - - - - - - - - - - - G o l e .. . ,? ; Ma o 8 eo o r t _ • m a D ef J O t : ~ / Be a c h e s ~~ Beaches - . Cb Habitat 1 3 0 ; • • • • Ha b i t a t I rn • I I ' I for Humanity ® I ... - . M a yp o r t Ro a d Fa c e Saratoga Circle N . Face - W \ ■l -L ~-I . I ~•~:l\ - - - ·. -l . I r 1 ".: . I I abitat ii'f ~~'!'a~ 1 l I j' llll' liuin&llt, ~ _- ~ i • ~ ...t I .~.::....a .,.-,_ ~. -~\~ --2 . ~ -:0:: - •"".! ---....: -· .,,,,/!:' ·;; ~::;;;:;, -'..'::.•, 88 Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com Blue Climaseal™ 410 Stainless Steel ADVANTAGES n Works in all masonry base materials. n Fast and easy—3 anchors per minute. n No hole spotting or inserts required. n Removable. n Slotted hex and phillips flat head styles. n Extended corrosion protection— Blue Climaseal ™. n Available in 410 Stainless Steel. Blue Climaseal™ provides extended corrosion protection Available in 410 Stainless Steel (see photo on left) Hex Head style on Tapcon Anchors is available for majority of ixture anchoring needs Phillips Flat Head style is available when lush seating is necessary in countersink applications Advanced Threadform cuts into concrete and masonry for reduced installation torque and increased pullout performance Lengths of Tapcon Anchors range from 1-1/4” to 4” in 3/16” and up to 6” in 1/4” diameters. Nail-Type Point guides the anchor into the pre-drilled hole. Excellent for wood to concrete applications Tapcon Anchors The “original masonry” anchor that cuts its own threads into concrete, brick, or block. Maximum performance is achieved because the Tapcon Anchor, the Condrive Installation Tool, and the carbide-tipped Tapcon Drill Bits are designed to work as a system. It is essential to use the Condrive tool and the correct drill bit to assure consistent anchor performance. DESCRIPTION/SUGGESTED SPECIFICATIONS Tapcon Anchors— SPECIFIED FOR ANCHORAGE INTO CONCRETE, BRICK OR BLOCK ® Tapcon® is a registered trademark of Buildex, a divison of Illinois Tool Works, Inc. CORROSION RESISTANCE Kesternich Results (DIN 40018 2.OL) 30 Cycles - 10% or less rust Salt Spray Results (ASTM B117) 720 Hrs - 10% or less rust Tapcon Concrete and Masonry Anchors CONCRETE ANCHORING SPECIALISTS ® --Q.31ED HEAD" II 111111111111111' 89Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com Read installation instructions before using! If there are any questions concerning proper installation, applications or appropriate use of this product, please call our Technical Services Department at 1-800-848-5611. Failure to follow these instructions can result in serious personal injury. 1. Select proper fastener – diameter / head style / length. a) Use selection chart to choose proper length. 2. Drill Hole – use selection chart to determine drill bit length and depth of hole. a) Choose appropriate drill of Tapcon Anchor. b) Drill hole minimum ¼” deeper than Tapcon Anchor to be embedded. Minimum anchor embedment: 1” Maximum anchor embedment: 1-3/4” 3. Drive Anchor. INSTALLATION STEPS Tapcon® Anchors APPROVAL/LISTINGS Fixture Thickness—determine the ixture thickness to be anchored Anchor Embedment—with a minimum recommended embedment of 1”, the correct Tapcon anchor choice can be made. Hole depth must be a minimum 1/4” deeper than the anchor embedment to allow for displaced material Hole Diameter—proper hole diameter is very important to insure consistent performance and maximum pullout strength. 3/16” anchors require 5/32” diameter bits, and 1/4” anchors require 3/16” diameter bits APPLICATIONS The Tapcon Anchor is especially well suited for window and door frames because it performs well in block, is available in a lat head style, and is fast to install. Many horizontal or “wall” applications are attached with Tapcon Anchor because it is removable and works well in block and brick. The picture shows the Condrive 1000 Installation Kit in action. The kit makes for fast and easy change over from drill bit to driver and controls the driving torque to prevent thread stripping and head snapping in hard base materials. FEATURES Head Styles 3/16” diameter has a 1/4” slotted hex washer head (HWH) 1/4” diameter has a 5/16” slotted hex washer head (HWH) 3/16” diameter uses a #2 phillips lat head (PFH) 1/4” diameter uses a #3 phillips lat head (PFH) WARNING: WARNING: WARNING: Failure to wear safety glasses with side shields can result in serious personal injury. Always wear ANSI compliant eye protection (ANSI Z87.1-2003). Using the wrong size drill bit will affect performance values and may cause failure. Blue Climaseal™ ICC Evaluation Service, Inc. – ESR-1671 ICC Evaluation Service, Inc. – ESR-2202 Miami-Dade County – NOA #12-0816.06 Florida Building Code 410 Stainless Steel Miami-Dade County – NOA #12-0816.06 Florida Building Code For the most current approvals/listings visit: www.itw-redhead.com"1 j ·--. . , l L! J - Lb. ~s, iiMflfflmiiB ®D ~ ~bREDHEAD' 90 Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com SELECTION CHARTS Tapcon® 410 SS Anchor Tapcon® SDS Bits FIXTURE THICKNESS INCHES RECOMMENDED TAPCON LENGTH In. (mm) PART NO. 1/4” HEX HEAD PART NO. 3/16” FLAT HEAD PART NO. 1/4” FLAT HEAD BIT LENGTH In. (mm) STRAIGHT SHANK BITS FOR 3/16” TAPCON PART NO. STRAIGHT SHANK BITS FOR 1/4” TAPCON PART NO. 0” – 1/4” 1-1/4 (31.8) 3367907 3434907 3373907 3-1/2 (88.9) 3095910 3098910 1/4” – 3/4” 1-3/4 (44.5) 3368907 3418907 3374907 3-1/2 (88.9) 3095910 3098910 3/4” – 1-1/4” 2-1/4 (57.2) 3369907 3419907 3375907 4-1/2 (114.3) 3096910 3099910 1-1/4 – 1-3/4” 2-3/4 (69.9) 3370907 3420907 3376907 4-1/2 (114.3) 3096910 3099910 1-3/4” – 2-1/4” 3-1/4 (82.6) 3371907 - 3377907 5-1/2 (139.7) 3097910 3100910 2-1/4” – 2-3/4” 3-3/4 (95.3) 3372907 3422907 3378907 5-1/2 (139.7) 3097910 3100910 2-1/2” – 3” 4 (101.6) 3459907 N/A N/A 5-1/2 (139.7) N/A 3100910 3-1/2” – 4” 5 (127.0) 3460907 N/A N/A 6-1/2 (165.1) N/A 3102910 4-1/2” – 5” 6 (152.4) N/A N/A N/A 7-1/2 (190.5) N/A 3461907 Diameter............3/16” and 1/4” Thread Form.....Original Notched Hi-Lo™ Point Type.........Nail Finish.................410 Stainless Steel with Silver Climaseal™ All boxes of Tapcon anchors come packaged with matching carbide-tipped bit. Tapcon is packaged 100 pieces per box and 500 pieces per master carton except 3461907 (400 in master carton). PART NUMBER DESCRIPTION 3311910 7” (SDS Rotohammer Bits for use with 3/16” Tapcon) 7901060 5” (SDS Rotohammer Bits for use with 1/4” Tapcon) 3101910 7” (SDS Rotohammer Bits for use with 1/4” Tapcon) Ultimate Tension and Shear Values (Lbs/kN) in Concrete Tapcon® Anchors PERFORMANCE TABLE ANCHOR DIA. In. (mm) MIN. DEPTH OF EMBEDMENT In. (mm) f’c = 2000 PSI (13.8 MPa) f’c = 3000 PSI (20.7 MPa) f’c = 4000 PSI (27.6 MPa)f’c = 5000 PSI (34.5 MPa) TENSION Lbs. (kN) SHEAR Lbs. (kN) TENSION Lbs. (kN) SHEAR Lbs. (kN) TENSION Lbs. (kN) SHEAR Lbs. (kN) TENSION Lbs. (kN) SHEAR Lbs. (kN) 3/16 (4.8) 1 (25.4) 600 (2.7) 720 (3.2) 625 (2.8) 720 (3.2) 650 (2.9) 720 (3.2) 800 (3.6) 860 (3.8) 1-1/4 (31.8) 845 (3.7) 720 (3.2) 858 (3.8) 720 (3.2) 870 (3.9) 720 (3.2) 1,010 (4.5) 860 (3.8) 1-1/2 (38.1) 1,090 (4.8) 860 (3.8) 1,090 (4.8) 860 (3.8) 1,090 (4.8) 860 (3.8) 1,220 (5.4) 860 (3.8) 1-3/4 (44.5) 1,450 (6.5) 870 (3.9) 1,455 (6.5) 870 (3.9) 1,460 (6.5) 990 (4.4) 1,730 (7.7) 990 (4.4) 1/4 (6.4) 1 (25.4) 750 (3.3) 900 (4.0) 775 (3.4) 900 (4.0) 800 (3.6) 1,360 (6.1) 950 (4.2) 1,440 (6.4) 1-1/4 (31.8) 1,050 (4.7) 900 (4.0) 1,160 (5.2) 900 (4.0) 1,270 (5.6) 1,360 (6.1) 1,515 (6.7) 1,440 (6.4) 1-1/2 (38.1) 1,380 (6.1) 1,200 (5.3) 1,600 (7.2) 1,200 (5.3) 1,820 (8.1) 1,380 (6.1) 2,170 (9.7) 1,670 (7.4) 1-3/4 (44.5) 2,020 (9.0) 1,670 (7.4) 2,200 (9.8) 1,670 (7.4) 2,380 (10.6) 1,670 (7.4) 2,770 (12.3) 1,670 (7.4) Safe working loads for single installation under static loading should not exceed 25% of the ultimate load capacity. Diameter............3/16” and 1/4” Thread Form.....Advanced Threadform Technology™ Point Type.........Nail Finish.................Blue Climaseal™ All boxes of Tapcon anchors come packaged with matching carbide-tipped bit. Tapcon is packaged 100 pieces per box and 500 pieces per master carton except 3205407 and 3203407 (400 in master carton). FIXTURE THICKNESS INCHES RECOMMENDED TAPCON LENGTH In. (mm) PART NO. 3/16” HEX HEAD PART NO. 1/4” HEX HEAD PART NO. 3/16” FLAT HEAD PART NO. 1/4” FLAT HEAD BIT LENGTH In. (mm) STRAIGHT SHANK BITS FOR 3/16” TAPCON PART NO. STRAIGHT SHANK BITS FOR 1/4” TAPCON PART NO. 0” – 1/4” 1-1/4 (31.8) 3139407 3153407 3169407 3183407 3-1/2 (88.9) - 3098910 1/4” – 3/4” 1-3/4 (44.5) 3141407 3155407 3171407 3185407 3-1/2 (88.9) - 3098910 3/4” – 1-1/4” 2-1/4 (57.2) 3143407 3157407 3173407 3187407 4-1/2 (114.3) 3096910 3099910 1-1/4 “ – 1-3/4” 2-3/4 (69.9) 3145407 3159407 3175407 3189407 4-1/2 (114.3) 3096910 3099910 1-3/4” – 2-1/4” 3-1/4 (82.6) 3147407 3161407 3177407 3191407 5-1/2 (139.7) 3097910 3100910 2-1/4” – 2-3/4” 3-3/4 (95.3) 3149407 3163407 3179407 3193407 5-1/2 (139.7) 3097910 3100910 2-1/2” – 3” 4 (101.6) N/A 3165407 3181407 3195407 5-1/2 (139.7) 3097910 3100910 3-1/2” – 4” 5 (127.0) N/A 3167407 N/A 3197407 6-1/2 (165.1) N/A - 4-1/2” – 5” 6 (152.4) N/A 3205407 N/A 3203407 7-1/2 (190.5) N/A 3206910 Additional Tapcon bits are available 10 per tube. Tapcon® Anchors with Blue Climaseal™ All SDS bits are sold individually. inwRed Head" ~REDHEAD" 91Call our toll free number 800-848-5611 or visit our web site for the most current product and technical information at www.itwredhead.com Condrive 1000 Spare Parts DESCRIPTION/SUGGESTED SPECIFICATIONS Condrive 1000 Installation Tool— SPECIFIED FOR ANCHORAGE INTO CONCRETE, BRICK OR BLOCK The key to Tapcon’s fast and easy installation is the multi-purpose Condrive Installation Tool. The drive sleeve, along with the hex head and phillips sockets provide the installer with the lexibility necessary for the complete variety of Tapcon applications (tool does not include drill bit). Condrive® 1000 - A multi-purpose tool designed for installation of Tapcon hex head and Phillips lat head anchors up to 3-3/4” long. If driving hex head Tapcon, driver will automatically disengage. The Condrive 1000 has a reusable plastic case. Condrive Tools are designed to speciically install Tapcon Anchors and to it standard hammer drills. APPLICATIONS The picture shows the Condrive 1000 Installation Kit in action. The kit makes for fast and easy change over from drill bit to driver and controls the driving torque to prevent thread stripping and head snapping in hard base materials. Tapcon® Condrive 1000 Tool Kit (D) (E)(C) (B) (A)Part No. C1000 (Does not include drill bit) Ultimate Tension and Shear Values (Lbs/kN) in Hollow BlockTapcon® Anchors PERFORMANCE TABLES Magnetic ANCHOR DIA. In. (mm) ANCHOR EMBEDMENT In. (mm) LIGHTWEIGHT BLOCK MEDIUM WEIGHT BLOCK TENSION Lbs. (kN) SHEAR Lbs. (kN) TENSION Lbs. (kN) SHEAR Lbs. (kN) 3/16 (4.8) 1 (25.4) 220 (1.0) 400 (1.8) 340 (1.5) 730 (3.2) 1/4 (6.4) 1 (25.4) 250 (1.1) 620 (2.8) 500 (2.2) 1,000 (4.4) Safe working loads for single installation under static loading should not exceed 25% of the ultimate load capacity. NOTE: 3/16” Tapcon requires 5/32” bit, 1/4” Tapcon requires 3/16” bit. PART NO.DESCRIPTION QTY/WT (A) 7901001 Drill Adapter 1/.06 (B) 7901002 Sleeve 1/.01 (C) 7901006 3/16” Socket 1/.04 (D) 7901007 1/4” Socket 1/.05 (E) 7901010 Phillips Socket 1/.44 Allowable Edge and Spacing DistancesTapcon®Anchors PARAMETER ANCHOR DIA. In. (mm) NORMAL WEIGHT CONCRETE CONCRETE MASONRY UNITS (CMU) FULL CAPACITY (Critical Distance Inches) REDUCED CAPACITY (Minimal Distance Inches) LOAD REDUCTION FACTOR FULL CAPACITY (Critical Distance Inches) REDUCED CAPACITY (Minimal Distance Inches) LOAD REDUCTION FACTOR Spacing Between Anchors - Tension 3/16 1/4 3 4 1-1/2 2 0.73 0.66 3 4 1-1/2 2 1.00 0.84 Spacing Between Anchors - Shear 3/16 1/4 3 4 1-1/2 2 0.83 0.82 3 4 1-1/2 2 1.00 0.81 Edge Distance - Tension 3/16 1/4 1-7/8 2-1/2 1 1-1/4 0.83 0.82 4 4 2 2 0.91 0.88 Edge Distance -Shear 3/16 1/4 2-1/4 3 1-1/8 1-1/2 0.70 0.59 4 4 2 2 0.93 0.80 For SI: 1 inch = 25.4 mm ADVANTAGES n Fast change from drilling to driving n Eliminates need to change out chucks and bits n Eliminates need for two tools n Special nut driver is recessed for torque control to reduce head breakage _,... nulMllllf ~blEDIEAD' 3 s q ft MARK DISOSWAY , PE 163 SW Midtown Pl, Ste 103 Lake City, Florida 32025 Fl o r i d a fl g s e a l o r r u b b e r s t a m p - s i z e 1 7 / 8 " ; 386-754-5419 FLPE53915 4 3/ 8 o r 1 / 2 T h r u B o l t S t r u c t u r a l W a l l 5 0 0 3/ 8 " o r 1 / 2 " b o l t , n u t , w a s h e r t h r u w a l l ; C M U , b r i c k , c o n c r e t e , 2 x 4 o r u n i s t r u t b a c k e r 4 3/ 8 o r 1 / 2 T h r u B o l t W o o d S h e a t h i n g 1 0 0 3/ 8 " o r 1 / 2 " b o l t , n u t , a n d w a s h e r t h r u 1 / 2 " O S B o r p l y w o o d s h e a t h i n g Se e 4 3/ 8 " L a g S h i e l d C o n c r e t e 20 0 3 / 8 - 1 6 s c r e w i n 5 / 8 " ho l e , t a p a n c h or f l u s h . Ta b l e 4 3/ 8 " L a g S h i e l d G r o u t F i l l e d C M U 5 0 3 / 8 - 1 6 s c r e w i n 5 / 8 " h o l e , t ap a n c h o r f l u s h . 9/17/2020 4 1/ 4 " T a p c o n C o n c r e t e 17 1 1 / 4 " T a p c o n , m i n 1 . 5 " e m b e d m e n t , p r o t e c t fr o m m o i s t u r e . 5 1/ 4 " T a p c o n G r o u t F i l l e d C M U 2 1 1 / 4 " T a p c o n , m i n 1 . 2 5 " e m b e d m e n t , pr o t e c t f r o m m o i s t u r e . 4 #1 2 M e t a l S c r e w 2 0 g a C F S F r a m e 8 3 # 1 2 - 1 4 S e l f - d r i l l i n g s c r e w s 3 t h re a d s t h r u 2 0 g a s t e e l f r a m e . 4 #1 2 W o o d S c r e w 5 / 8 " S h e a t h i n g 7 7 # 1 2 - 1 4 w o o d s c r e w o r S M S i n t o 5 / 8 " O S B o r p l y w o o d s h e a t h i n g . - 3 1 p s f 4 Ti m b e r S c r e w W o o d F r a m i n g 1 7 0 F a s t e n M a s t e r T i m b e r L O K , 1 / 4 " t h r e a d w o o d s c r e w 1 . 2 5 " i n w o o d 22 p s f 4 1/ 4 " T o g g l e B o l t C M U o r D e n s g l a s 5 3 T o g g l e B o l t, P o w e r s s p ri n g - w i n g, i n C M U , O S B , o r 5 / 8 " D e n s G l a s s . 10 1 m p h 4 1/ 2 " S l e e v e A n c h o r Co n c r e t e o r G r o u t Fi l l e d C M U 19 0 1 / 2 " H I L T I H L C - H o r H L C - H X 3 0 4 S S 3 / 8 S l e e v e A n c h o r , 1 . 5 " e m b e d 0. 9 8 4 1/ 2 " L i b e r t y T o g g l e H o l l o w C M U 3 6 0 D F S L i b e r t y A n c h o r , 1 / 2 " s t e e l r od , 1 / 2 " r e t a i n i n g r o d , t h r u w a l l . - 1 . 4 4 3/ 8 " S t u d G l u e d S o l i d W a l l M a t ' l 5 0 3/ 8 " t h d r o d s t u d g l u e d i n s o l i d w a l l m a t ' l , H i l t i H I T - H Y - 2 7 0 , o r e q u a l . 0. 8 5 Pi n S t u d T h r u S t r u c t u r a l W a l l 1 0 0 3 / 1 6 " p i n - s t u d , n u t , a n d w a s h e r t hr u s t r u c t u r a l w a l l o r 2 x 4 b l o c k i n g 0 . 0 Pi n S t u d G l u e d S o l i d W a l l M a t ' l 2 5 3/ 1 6 " p i n - s t u d g l u e d i n s o l i d w a l l m a t ' l , L I Q U I D N A I L S F U Z E - I T , L N - 2 0 0 0 1. 0 5p s f 4 4 4 4 4 4 M i n F a s t e n e r s 93 W i n d   F o r c e 3N e t   A r e a   s q f t 10 0 10 0 10 0 10 0 10 0 10 0 %   N e t   A r e a 0 0 0 0 0 3 A R E A  S Q .F T . Jacksonville Signs & Graphics Job # 201024 WALL SIGN Flat on wall max 12" thick. SCOPE OF WORK ENGINEERING: Calculation of minimum fasteners, ONLY. (See equation)This seal IS NOT: architecture, electric, or structure of sign and wall. By using this engineering sign installer, manufacturer, and owner agree to: 1. Select fastener from table based on wall structure. 2. Install fasteners per fastener manufacturer instructions in locations required by sign manufacturer; this may mean more fasteners are required than shown in table . 3. Make sure sign and wall meets building code, sign code, and UL. Verify stated wind (speed, risk, exp, topo), sign (size, area, location on wall, max weight), wall (materials and construction).PASTED IMAGES, DETAILS, DRAWINGS, AND NOTES ON THIS SHEET ARE NOT ENGINEERED OR REVIEWED. They were pasted in at customer's request to help relate fastener engineering to the job. Wi n d S p e e d Ex p o s u r e Si g n H e i g h t Wa l l S t r u c t u r e Si g n W e i g h t ; m u s t b e l e s s t h a n 5 p o u n d s p e r s q .ft. net area. Ve l o c P r e s E x p o s C o e f f ; K z = 2 . 0 1 * ( H / 900)^(2/9.5)ExpC, (700&11.5),T30.3-1 Ex t e r n a l P r e s s u r e C o e f f ; G C p = - 1 . 4 ( < 6 0 f t ) - 1 . 8 ( > 6 0 f t ) Zone 5, 1ft2 area, ASCE7-10, Fig30.4-1 Wi n d D i r e c t i o n F a c t o r ; K d = . 8 5 f o r a t t a c h e d s i g n s , A S C E 7 - 1 0 , T a b l e 2 6 . 6 - 1 In t e r n a l P r e s s u r e C o e f f ; C p i = 0 , s i g n f l a t against wall, ASCE7-10,Sec29.4.2 Wi n d S p e e d ; V a s d = s q r t ( V u l t ^ 2 * . 6 ) , f o r a l l o w a b l e s t r e s s d e s i g n -- WI N D L O A D C A L C : A S C E 7 - 1 0 , S e c t i o n 2 9 . 4 . 2 , “ S o l i d A t t a c h e d S igns”Beaches Habitat for Humanity C & C w i n d p r e s s u r e o n s o l i d s i g n a t t a c h e d f l a t a g a i n s t w a l l o r p a r a l l e l t o w a l l , < 3 ’ f r o m su r f a c e a n d > 3 ’ f r o m e d g e , e q u a l s w a l l w i n d p r e s s u r e f r o m A S C E 7 - 1 0 , S e c t i o n 3 0 . 4 . Se e T a b l e To p o g r a p h i c F a c t o r ; K z t = 1 f o r f l a t g r o u n d , n o h ill, ri dge, or escarpment >15' - Wind Exposure C, No unobstructed area within 1200ft; Wind Exposure D, Unobstructed area upwind Sign Height Above Ground, ft, H; Sign cannot be higher than top of wall or 60'. For multiple signs use worst case.Gross Sign Area, sq.ft., means the overall area surrounding and including all sign letters and logos. II Ri s k C a t e g o r y 13 0 C 30 797 Mayport Rd Atlantic Beach, FL 32233 - Pu l l Fa s t e n e r I n s t a l l a t i o n Mi n i m u m F a s t e n e r s f o r W h o l e S i g n (U s e M o r e i f S i g n N e e d s I t ) Fa s t e n e r L O G O B e a c h e s H a b i t a t f o r H u m a n i t y Basic Wind Speed, Ult imate, mph, from ASC E7-10, Fig26.5-1A, Risk II; or Fig.26.5-1B, Risk III&IVII, Normal hazard to human life; III, Substantial hazard to hum an life; IV, Essential, emergency, critical Fl u s h (B o x ) - For one sign each type at this location. CA L C U L A T I O N : M i n i m u m N u m b e r o f F a s t e n e r s Ev e n l y S p a c e d O v e r W h o l e S i g n ( F a s t e n e r s = W i n d F o r c e o n W h o l e S i g n A r e a / F a s t e n e r A l l o w a b le T e n s i o n ) US E M O R E F A S T E N E R S I F T H E S I G N NE E D S I T ! O N L Y A T T A C H T O S T R U C T U RA L W A L L M A T E R I A L ( U N O ) . S h a p e a n d s t r e n g t h o f s i g n ma y r e q u i r e m o r e f a s t e n e r s . E x a m p le : " I " m a y n e e d 2 f a s t e n e r s , "J " - 3 , " H " - 4 , " W " - 5 ; a n d 1 / 8 " t h i c k p l a s t i c m a y n e e d m o r e f a s t e n e r s t o a v o i d be n d i n g . F o l l o w s i g n m a n u f a c t u r e r ' s i n s t r u c t i o n s a n d c o d e r e q u i re m e n t s f o r p l a c e m e n t o f f a s t e n e r s. A t l e a s t p u t o n e i n e a c h c o rn e r t o p a n d bo t t o m . R a c e w a y s i g n f a s t e n e r s s p ac e d e v e n l y i n t w o r o w s 5 - 7 " a p a r t , h a l f o n t o p r o w , a n d h a l f o n b o t t o m r o w . P l a c e r a c e w a y on c e n t r o i d l i n e of s i g n o r i n c r e a s e f a s t e n e r s b y ( o f f s e t " + 3 " ) / 6 " . F o l l o w f a s t e n er m a n u f a c t u r e r ' s i n s t r u c t i o n s a n d c o d e r e q u i r e m e n t s f o r i n s t a l la t i o n . SI G N I N S T A L L E R IN S T R U C T I O N S 3. E v e n l y s p a c e f a s t e n e r s o v e r w h o l e s i g n a r e a . 2. S e l e c t f a s t e n e r f or w a l l s t r u c t u r e . 1. V e r i f y ( s q . f t . ) ( f l u s h , r a c e w a y , o r p i n ) ( s o l i d a r e a o r l e t t er s ) IM P O R T A N T - A d h e s i v e s a r e s t r o n g b u t n o n e h a v e c o d e a p p r o v a l f o r s t r u c t u r a l a p p l i c a t i o n s . S i g n i n s t a l l e r m u s t t e s t g l u e d s t u d c o nn e c t i o n st r e n g t h . P e r I B C 1 7 0 4 p u l l o n f a s t e n e r 2 . 5 * A l l o w a b l e T e n s i o n . U s e t r i p o d , g a m e s c a l e , a n d h o o k s . si g n e n g i n e e r i n g @ g m a i l . c o m 6t h E d i t i o n F L O R I D A B U I L D I N G C O D E (2 0 1 7 ) ref 2015 IBC, ASCE 7-10 This seal for structural engineering per scope of work (Fasteners only) Si g n A r e a Wi n d F o r c e o n S i g n ; F = P a s d * N e t S i g n A r e a Wi n d P r e s s u r e ; P a s d = Q h a s d * G c p , A S D , C & C , A S C E 7 - 1 0 , E q 3 0 . 4 - 1 Ve l o c i t y P r e s s u r e ; Q h a s d = . 0 0 2 5 6 * K z * K z t * K d * V a s d ^ 2 , A S C E 7 - 1 0 , E q . 3 0 . 3 - 1 47 . 5 " 7" Q .. , ~ - Ad v a n t a g e Pl u m b i n g Ti e t j e n Te c h n o l o g i e s Fo , , . _ 9 Q 1 3 f t ' 0 fc ,, s Ap p l i a n c e Ma r t Ap p l i a n c e sl o f e Be a c h e s Ha b i t a t fo r Hu m a n i t y ; gh t w a y Au t o Sa l e s Us e d ca r de a l er G o _ l e .. . Q ~ f t Th e Kl o t z Gr o u p 'l s ' T o f Co m p a n i e s ,? ; _Cb Ma o 8e o o r t _ • m a D e f J O t ~ Be a c h e s f f i Ha b i t a t fo r Hu m a n i t y ®